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Home My WebLink About2016-06-14 - AGENDA REPORTS - OVERLAY SLURRY SEAL PGRM M0109 (2)Agenda Item: 11 CITY OF SANTA CLARITA Q) AGENDA REPORT CONSENT CALENDAR i, CITY MANAGER APPROVAL: 1 j=� DATE: June 14, 2016 SUBJECT: 2015-16 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM, PROJECT M0109 - AWARD CONSTRUCTION CONTRACTS DEPARTMENT: Public Works PRESENTER: Damon Letz RECOMMENDED ACTION City Council: 1. Approve the plans and specifications for the overlay portion of the 2015-16 Annual Overlay and Slurry Seal Program, Project M0109. 2. Award the overlay construction contract to Sully -Miller Contracting Company in the amount of $3,964,776 and authorize a contingency in the amount of $396,478, for a total contract amount not to exceed $4,361,254. 3. Approve the plans and specifications for the slurry seal portion of the 2015-16 Annual Overlay and Slurry Seal Program, Project M0109. 4. Award the slurry seal construction contract to Sierra Nevada Construction, Inc., in the amount of $758,007 and authorize a contingency in the amount of $75,80 1, for a total contract amount not to exceed $833,808. 5. Authorize an expenditure in the amount of $315,120 and a contingency of $31,512 for total amount of $346,632 to NV5 West, Inc., for a professional services contract to provide project inspection and materials testing for overlay and slurry seal projects. 6. Authorize the City Manager or designee to execute all documents, subject to City Attorney approval. Page 1 PacketPg. 59 BACKGROUND The annual overlay and slurry seal projects are an integral part of the City of Santa Clarita's (City) pavement management program. Each year, streets are evaluated and identified for the need of pavement preservation and rehabilitation treatments. The 2015-16 Overlay and Slurry Seal Program will resurface streets, seal cracks, and coat the surface of streets in various areas of the City (see attached project street list). These treatments will provide a smoother ride for vehicles, enhance the appearance of the roadway and surrounding area, and extend the life of the roadway between 3 to 15 years, depending on treatment. This year's project is expected to begin construction in June 2016 and be completed by the end of September 2016. This project supports the Santa Clarita 2020 strategic plan under the Sustaining Public Infrastructure theme. For the overlay portion, an invitation to bid was prepared and published three times (March 30, March 31, and April 2, 2016), and posted on the City's website. Plans and specifications were also sent to area plan rooms for distribution to additional firms. Bids were submitted to the City and opened by Purchasing on May 2, 2016. The results of the bids are shown below: Company Sully -Miller Contracting Company C. A. Rasmussen, Inc. Palp, Inc., DBA Excel Paving Company All American Asphalt Toro Enterprises, Inc. Hardy & Harper, Inc. Location Bid Amount Brea, CA $3,964,775.18 Santa Clarita, CA $4,158,676.78 Long Beach, CA $4,384,113.06 Corona, CA $4,654,728.20 Oxnard, CA $4,901,924.17 Santa Ana, CA $5,776,999.21 Staff recommends awarding the overlay construction contract to the lowest responsible bidder, Sully -Miller Contracting Company. The contractor possesses a valid state contractor's license and is in good standing with the Contractors State License Board. The bid from Sully -Miller Contracting Company was reviewed for accuracy and conformance to the contract documents and found to be complete. While the City maintains a Support of Local Businesses policy that can be utilized by the City Council when warranted, the City is governed by the California Public Contract Code with regard to public works project procurement. In this type of procurement, the California Public Contract Code does not permit a city to utilize a Support of Local Businesses policy and instead requires the contract be awarded to the lowest responsible bidder. For the slurry seal portion, an invitation to bid was prepared and published three times (March 30, March 31, and April 2, 2016), and posted on the City's website. Plans and specifications were also sent to area plan rooms. Bids were submitted to the City and opened by Purchasing on May 3, 2016. The results of the bids are shown below: Page 2 Packet Pg. 60 Companv Location Bid Amount Sierra Nevada Construction, Inc. Sparks, NV $758,006.70 VSS International West Sacramento, CA $777,000.00 Pavement Coatings Jurupa Valley, CA $786,344.38 Staff recommends awarding the slurry seal construction contract to the lowest responsible bidder, Sierra Nevada Construction, Inc. The contractor possesses a valid state contractor's license and is in good standing with the Contractors State License Board. The bid from Sierra Nevada Construction, Inc., was reviewed for accuracy and conformance to the contract documents and found to be complete. The construction contingency requested will cover the cost for unforeseen site conditions, such as potential utility conflicts, abandoned utilities not shown in record drawings, change order requests made by the contractor, and change orders for additional street resurfacing ordered by the City. To ensure efficient and proper procedures in construction inspection and materials testing, costs for these services were anticipated and identified in the original budget, and a Request for Proposal (RFP) was sent to five qualified engineering firms. The RFP asked firms to identify their relevant experience in similar projects and demonstrate their approach to this project. The City received a proposal from one firm by April 18, 2016. A second proposal was delivered past the due date on April 20, 2016. Staff reviewed the proposal and based on the evaluation, scored the firm on a 100 -point scale. Rank Companv Score Location Proposal Amount 1 NV5 West, Inc. 86 Ventura $315,120.00 2 Twining, Inc. Submitted proposal past due date - Firm Disqualified 3 Pavement Engineering, Inc. Did not submit proposal 4 California Testing Inspection Did not submit proposal 5 Fugro Consultants Did not submit proposal The scoring system was based on the following: recent experience in similar projects, qualification of team and resources, understanding of key development items, quality of proposal and proposed services in relation to the project's scope, scheduling and availability, and references. Based on the City's evaluation process, staff recommends awarding the contract for project inspection and materials testing services to NV5 West, Inc., in an amount not to exceed $346,632, including a ten percent contingency. NV5 West, Inc.'s proposal rating is a reflection of their experience with similar projects within the City and due diligence during the preparation of their proposal. California Government Code 4526 prescribes selection of architectural and engineering services to be based on demonstrated competence and professional qualification necessary for the satisfactory performance of the services required and does not authorize the selection of professional architectural and engineering services based on cost. Page 3 Packet Pg. 61 The total current budget for this project is $8,490,041. A separate City Council agenda item being considered on this date will transfer $2,115,000 from this 2015-16 Overlay and Slurry Seal Program, Project M0109, to the 2015-16 Federal Overlay Program, Project M0113, reducing the budget to $6,375,041. This amount is sufficient to award the overlay, slurry seal, and construction inspection and materials testing contracts totaling $5,541,694. The balance of $833,347 provides for all other project costs, including project administration and support items, such as construction and environmental support, survey, inspection, and labor compliance. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Adequate funds are currently appropriated in the 2015-16 Overlay and Slurry Seal Program expenditure accounts to provide for all anticipated project costs. ATTACHMENTS List of Streets Location Maps Bid Proposal for Sully -Miller Contracting Company (available in the City Clerk's Reading File) Bid Proposal for Sierra Nevada Construction, Inc. (available in the City Clerk's Reading File) Scope of Services and Cost for NV5 West, Inc. (available in the City Clerk's Reading File) Page 4 Packet Pg. 62 AREA STREET NAME BEGIN LOCATION END LOCATION REFERENCE MAP CONSTRUCTION DATE NJ 12TH ST PINE ST ARCHST overlay_fy15-16_N7.pdf TBD V20S ALTAMONTE AV SINGING HILLS DR LOCHMOORRD overlay_fy15-16 V20S.pdf TBD C2 ARCAYAV 0141 S KI MBROUG H ST DELIGHT ST overlay_fy15-16_C2.pdf TBD V29S AVENIDA RONADA AVENIDA RONDEL ORCHARDVILLAGE RD overlay_fy15-16 V29S.pdf TBD V29S AVENIDA RONDEL AVENIDA RONADA AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S AVENIDA ROTELIA LYONSAV AVENIDA RONADA overlay_fy15-16 V29S.pdf TBD C2 BAG BYDR WALNUTSPRINGSAV 0264 E WALNUT SPRINGSAV overlay_fy15-16_C2.pdf TBD C2 BAINBURYST OAKMOORST OAKMOORST overlay_fy15-16_C2.pdf TBD C2 BAINBURYST BERNINAAV DELIGHT ST overlay_fy15-16_C2.pdf TBD C2 1BAKERTONAV 0559S DELIGHT/CCP DELIGHT ST overlay_fy15-16_C2.pdf TBD SS BEA CT 0295 S PAMPLICC DR PAMPLICCDR overlay_fy15-16_S5.pdf TBD C19 BOUQUETCANYON ROAD BOUQUETCANYON RD NEWHALL RANCH RD overlay_fy15-16_C19.pdf TBD N2 CENTRE POINT PARKWAY GOLDENTRIANGLE RD 2400 SGOLDENTRIANGLE RD overlay_fy15-16 N2.pdf TBD N2 CENTRE POINT PARKWAY 2400 S GOLDENTRIANGLE RD 0520 W GOLDENVALLEV overlay_fy15-16N2.pdf TBD C6 CROSSGLADEAV SOLEDADCANYON RD NEWHOUSEST overlay_fy15-16 C6.pdf TBD C2 FELBRIDGE ST WALNUT SPRINGSAV DELIGHT ST overlay_fy15-16_C2.pdf TBD SS GEORGIA LN 464 N PAMPLICC DR PAMPLICC DR overlay_fy15-16_S5.pdf TBD N2 GOLDENTRIANGLE RD CENTRE POINT DR GOLDEN OAK RD overlay_fy15-16 N2.pdf TBD V20S GOLF COURSE RD TOURNAMENT RD LOCHMOORRD overlay_fy15-16 V20S.pdf TBD SS GROVEPARK DR CATAUiAVE RONRIDGEDR overlay_fy15-16_S5.pdf TBD C30 IHOTSPRINGSAV WILDWINDRD 1020 N STEINWAY ST overlay_fy15-16_C30.pdf TBD SS KEVINPITGROVEPARK DR 0396 N GROVEPARK DR overlay_fy15-16_S5.pdf TBD V20S KITFOX PL UNDINE RD 0297 N UNDINE RD overlay_fy15-16 V20S.pdf TBD SS KRISTIN LIN GROVE PARK DR PAMPLICC overlay_fy15-16_S5.pdf TBD SS KRISTIN W PAMPLICC DR 0235 E PAMPLICC DR overlay_fy15-16_S5.pdf TBD V20S LOCHMOORRD 0523 S GOLF COURSE RD GOLF COURSE RD overlay_fy15-16 V20S.pdf TBD V20S LOCHMOORRD 0570 SALTAMONTEAV 0422 N ALTAMONTE AV overlay_fy15-16 V20S.pdf TBD SS MARIAM PL SCALLION DR 0510 NSCALLION DR overlay_fy15-16_S5.pdf TBD SS NANCY PL RON RIDGE DR 0262 E RON RIDGE DR overlay_fy15-16_S5.pdf TBD V20S NASHUAWY 439 N ALTA MONTE AVE 436 S ALTA MONTE AVE overlay_fy15-16V205.pdf TBD TRAIL NEWHALLRANCH ROADBIKETRAIL NEWHALLRANCH RD 1770 N NEWHALL RANCH RD overlay_fy15-16V12N.pdf TBD C2 JOAKMOORST FELBRIDGE ST BAINBURYST overlay_fy15-16_C2.pdf TBD C30 OLD FRIEND RD HOT SPRINGS AV WILDWINDRD overlay_fy15-16_C30.pdf TBD SS PAMPLICODR GROVEPARK DR 0622 E SCALLION DR overlay_fy15-16_S5.pdf TBD V20S PARADADR SEND REND overlay_fy15-16 V20S.pdf TBD N7 DIREST 12TH ST 13TH ST overlay_fy15-16_N7.pdf TBD V29S PLAZA LARIOS AVENIDA ROTELIA E END overlay_fy15-16 V29S.pdf TBD V20S QUILLA RD S END REND overlay_fy15-16 V20S.pdf TBD C22 RAINBOWGLEN DR 141 SJACANA CT VIA PRINCESSA overlay_fy15-16C22.pdf TBD SS RON RIDGE DR PAMPLICO PL NANCY PL overlay_fy15-16_S5.pdf TBD SS SCALLION DR ARTINEDR CENTURION WV overlay_fy15-16_S5.pdf TBD V20S SINGING HILLS DR ALTAMONTE AVE MCBEAN PV overlay_fy15-16 V20S.pdf TBD ART ISOLEDADCANYONRID Bridge deck west of CAMP PLENTY RD SIERRAHV overlay_fy15-16_C19.pdf TBD C30 STEINWAY ST WHITES CANYON RD HOT SPRINGSAV overlay_fy15-16_C30.pdf TBD V20S TAMARISK PL UNDINE RD 0247 N UNDINE RD overlay_fy15-16 V20S.pdf TBD V20S UNDINE RD KITFOX PL TOURNAMENT RD overlay_fy15-16 V20S.pdf TBD ART VALENCIABITMAGIC MOUNTAIN PY BOUQUET CANYON RD overlay_fy15-16 V12N.pdf TBD V20S VELANDR 432 N GOLF COURSE RD 495 S GOLF COURSE RD overlay_fy15-16 V20S.pdf TBD V29S VIAAMADO WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S VIAANDORRA AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIA BEGUINE AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIA BOSCANA WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S VIACASTANET WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S IVIACORSA AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIA DECANO WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S VIA DELOS AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIA EBANO AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIA ELISO WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S VIA FASO L WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD V29S VIA FUENTE AVENIDA RONADA EAST END overlay_fy15-16 V29S.pdf TBD V29S VIAGALERA WEST END AVENIDA ROTELLA overlay_fy15-16 V29S.pdf TBD ART VIA PRINCESSA 1727W RAINBOW GLEN DR 400 W RAINBOW GLEN DR overlay_fy15-16 C22.pdf TBD ART VIA PRINCESSA 400 W RAINBOW GLEN DR MAY WY overlay_fy15-16 C22.pdf TBD V29S VIA SISTINE SOUTH END VIA TANARA overlay_fy15-16 V29S.pdf TBD Md VIATANARA SOUTH END AVENIDA RONDEL verlay_fy15-16 V29S.pdf TBD V28S VIAVALENTI NA SOUTH END AVENIDA RONDEL verlay_fy15-16 V29S.pdf TBD C30 IWILDWINDRD WHITESCANYON RD OLD FRIEND RD overlay_fy15-16_C30.pdf TBD V205 IYUCCAVALLEYRD 0460 S GOLF COURSE RD 0360 N GOLF COURSE RD overlay_fy15-16V205.pdf TBD Packet Pg. 63 oaarSANTA CLARRA ~ 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Base Bid -Neighborhood -C2 ? 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APoNgRCN Mi pR E O / 0 r C I JuniorH9h ell Cj ^ ^C \.i U.So15 School 3 bei O op O n O l�J 4 C � , w , N ^meq "JAN 1:9 o-, lKl IA 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Base Bid - Neighborhood - C30 TRASH PICK UP: THURSDAY TREATMENT TYPE _ slurry seal Skyblue Mesa Elementary Slrear mnrerlines from Rand McNally upaaraa by Cny of Santa Cama cls (Copyright 2816) The City of Santa Clefts does not warrant Its accuracy of the data and assumes no lability for any errors or omissions TODD LONGSHORE PARK S /.- I Packet Pg. 67 1 N 280 140 0 280f et Skyblue Mesa Elementary Slrear mnrerlines from Rand McNally upaaraa by Cny of Santa Cama cls (Copyright 2816) The City of Santa Clefts does not warrant Its accuracy of the data and assumes no lability for any errors or omissions TODD LONGSHORE PARK S /.- I Packet Pg. 67 1 19N 1:A U,LAKl lT 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Centre Point Parkway/ Golden Triangle Rd TREATMENT TYPE TRASH PICKUP WEDNESDAY _ Overlay Sheet conterfines from Rand McNally, slurryseal updated by City or Santa Cama cl S (Copyright 2016) i N The City of Santa Clarita tloes nm v✓a rr Its accuracy o(ibe tlata antl assumes no lability for any errors or omissions F, ,d yho QWRNECTSdPVN16002e1MMbverlay_1y1516 nod ,. �c a Charter 0 O 0 T i ff SANTA CLARITA a } r 1 SPORTS 1 -COMPLEX 0 D O e C J J n N _r r rc N Q o W Z Z Q r �N N i ff t. 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N / r N T,Ifewhaill t as un toy School D o The t� V-- Master G Called J Our Ladyof -Pe that LYONS PV H21p � e r so �' Packet Pg. 69 � )a i.t,AxrIA 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Base Bid - Neighborhood - S5 TREATMENT TYPE _ Overlay _ slurry seal SANTA TRASH PICK UP: TUESDAY Slrear conrerlines from Rand McNally, upaaraa by Cny of Santa Cama cls (Copyright 2816). The City of Santa Clefts does not warrant Its accuracy of the data and assumes no lability for any errors or omissions QWRN ECTSPVW 66302el M;albv erlay for T16 umxd PAMPLICO PARK 1,/Q 0 A 11.b I /n/ Q / c MgRJ� N 4 O �mq N N PFaaERCORNPC`/rC O I � U O 9C<odP E y N c�TL �LA' 4y� U Q I Packet Pg. 70 1 300 110 0 30f e t SANTA TRASH PICK UP: TUESDAY Slrear conrerlines from Rand McNally, upaaraa by Cny of Santa Cama cls (Copyright 2816). The City of Santa Clefts does not warrant Its accuracy of the data and assumes no lability for any errors or omissions QWRN ECTSPVW 66302el M;albv erlay for T16 umxd PAMPLICO PARK 1,/Q 0 A 11.b I /n/ Q / c MgRJ� N 4 O �mq N N PFaaERCORNPC`/rC O I � U O 9C<odP E y N c�TL �LA' 4y� U Q I Packet Pg. 70 1 z 41 A 0O4 t by z x °pA i , xcxrxe A° 1 -' Packet Pg. 71 I 'Jelly 1:9liLelK1 lT 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Valencia Blvd / Bouquet Canyon Rd TREATMENT TYPE _ Overlay Slurry Seal Seratey city orrSamrz Cama CIS (Copyright 2016). N The City of does acyonta fthaarirz Its accuracyofdata anis assumes no asot sumes lability for any er ors or omissions errors iso 0 30 m 6]PR0JECTBWVN160@eiAmxddmerlay_1y1516 "2N my z 41 A 0O4 t by z x °pA i , xcxrxe A° 1 -' Packet Pg. 71 I _...' � is IA 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT naaoro vaaKoa iW City Project No. M0109 BaseBid -Neighborhood -V20S Attu TRASH PICKUP: FRIDAY TREATMENT TYPE Overlay Jpa ad by cay ofSanta Cama McNally opff (Copyright 2016)The City of Santa Clarts does not warrantoIts accuracy of the data and assumes noability forany errors or omissionst 26 F aC]PROJECTeWVN160302elAmxddoveaayry1516 U2oe mM ofthe Ads j LJ s' o P o� 'Gflf€4IE'N wN1ENi�(n __ Qb s�A QQ us Taeence'la dNic44as�. PARK Moodoess Elementary School Packet Pg. 72 � )a Ut,AxrIA 2015-16 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0109 Base Bid -Neighborhood - V28S TRASH PICKUP: FRIDAY TREATMENT TYPE Overlay Uppa ad by cay ofSanta Cana yllS (Copyright 2016). N The City of Santa Clefts does not warrant Ire accuracy of the data and assumes no lability for any errors or omissions m a 0]PROJECTESON166302el Vtoddeverlay_fy1516 0235 my —ppia-tal L� Y C" ��Y bP .1N0/WL 044 P . IIFi Ig s l AVO ENTRANA OLD ORCHARD PARK LYONS AV m Placenta JuniorHgn School Golden Oak Adult School Q SECTION B: INSTRUCTIONS TO BIDDERS 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California 1. PROPOSAL GUARANTEE Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or BIDDER's bid bond payable to the AGENCY or cash deposit in the amount not less than ten (10) percent of the total amount bid. Proposals not accompanied by such a guarantee will be deemed non-responsive and will not be considered. If a BIDDER to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. Proposal guarantees of all BIDDERS will be held until the successful BIDDER has properly executed all contract documents. The bonding company must be listed on Treasury Circular 570 and licensed to conduct business in the state of California, or licensed by the California State Department of Insurance to issue sureties. 2. DELIVERY OF PROPOSAL Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID FOR 2015-16 Annual Overlay program, M0109, City Bid No. ENG -16-16-M0109, City Project No. M0109, City of Santa Clarita, California — DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger; however, it is the BIDDER's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY's Purchasing Office, Suite 120, prior to the bid opening hour stipulated in the Notice Inviting Bids. Late proposals will be deemed non-responsive and will not be considered. 3. WITHiD WAL OF PROPOSALS A proposal maybe withdrawn by a written request signed by the BIDDER. Such requests must be delivered to the AGENCY's designated official prior to the bid opening hour stipulated in the Notice Inviting Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the BIDDER to submit a new proposal, providing there is time to do so. 4. IRREGULAR PROPOSALS Unauthorized conditions, limitations, or provisions attached to a proposal -will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 5. TAXES No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. B-1 6. DISQUALIFICATION OF BIDDERS In the event that any BIDDER acting as a prime CONTRACTOR has an interest in more than one proposal, all such proposals will be rejected, and the BIDDER will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one BIDDER and, while doing so, may also submit a formal proposal as a prime CONTRACTOR. Proposals will be accepted from BIDDERS who are not licensed in accordance with the provisions of the State Business and Professions Code; however, the successful BIDDER shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State CONTRACTOR's license, Class A at the time a contract for this work is awarded. The Contract Documents are specified to construct improvements Citywide, It is the intention of the AGENCY to award a contract to a BIDDER who furnished satisfactory evidence that he/she has the requisite experience and ability, and that he/she has sufficient resources, except as may be provided otherwise in the Contract Documents. In the event of a difference between a price quoted in words and a price quoted in figures for the same quotation, the words shall be the amount bid. At the time of the bid opening, BIDDER shall provide documentation with references to substantiate his experience including job location, size, schedule and owner's name, address and telephone number for the above items. Before entering into a Contract, the successful bidder shall furnish a statement of his financial condition as may be required by the AGENCY. The AGENCY may conduct investigations as it deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the BIDDER to do the Work in accordance with the Contract Documents to the AGENCY's satisfaction within the prescribed time. To determine the degree of responsibility to be credited to the BIDDER, the AGENCY will weigh any evidence including but not limited to evidence of suspension, debarment, exclusion, or determination of ineligibility by any other AGENCY. Any BIDDER or persons or companies associated with the bid which has been debarred (including, but not limited to, superintendents, project managers, or employees of a bidder or any subcontractor) by any PUBLIC AGENCY in the last ten (10) years is deemed not to be a responsible BIDDER for the purposes of this project. If in the opinion of the AGENCY, a BIDDER is determined to be insufficiently qualified, then that bid will not be considered for award of the contract. 7. EXAMINATION OF CONTRACT DOCUMENTS BIDDER shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto, the plans and specifications, and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that BIDDER has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished, and as to the requirements of the proposal, plans, specifications, and other contract documents. BIDDERS must satisfy themselves by personal examination of the work site, plans, specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements, and difficulties under which the work must be performed. No BIDDER shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the AGENCY by fax as instructed and with the date and time given for BIDDERS questions in the most current NOTICE INVITING SEALED BIDS. B-2 8. EMPLOYMENT OF LOCAL LABOR AND BUSINESSES All BIDDERS are encouraged to utilize Santa Clarita Valley subcontractors and suppliers to the extent they are available, competitive and qualified. However, no bid will be affected either positively or negatively by the inclusion or exclusion of such Santa Clarita Valley businesses. 9. EQUIVALENT MATERIALS Requests for consideration of a material, equipment, or product as an "or equal' to a specified material, equipment, or product must be included with the Proposal (Bid Schedule) at the time the Bid is submitted. Requests shall include all of the information requested in Proposal and shall be provided in a complete, clear, and concise manner; otherwise, the Bid will be deemed non- responsive and the BIDDER will be disqualified. The Agency will be the sole judge as to whether a proposed "or equal' is equivalent to the specified material, equipment, or product. 10. LEGAL RESPONSIBILITIES Proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature, whether the same are expressly referred to herein or not. BIDDERS submitting a proposal shall, by such action thereby, agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the plans, specifications, and other contract documents, and to full compliance therewith. Additionally, BIDDERS submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the Labor Code for each craft, classification, or type of workman required, as set forth by the Director of Industrial Relations of the State of California. 11. NON-DISCRIMINATION In the performance of this Contract, CONTRACTOR shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et se .), the Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts and Order. CONTRACTOR shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph. 12. PROTECTION OF RESIDENT WORKERS The City of Santa Clarita actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. B-3 13. AWARD OF CONTRACT The award of contract, if made, will be to the lowest responsible BIDDER determined solely by the AGENCY as follows: The basis for award of contract shall be the Contractor's Base Bid plus the alternates. The Agency reserves the right to award the contract for the base bid and those alternatives, if any, which the City may select in its sole discretion. The AGENCY also reserves the right to add any of the additive Alternates by Contract Change Order at any time during the project up to the last contract working day. The BIDDER! agrees to hold all unit prices bid for Additive Alternates constant throughout the duration of the project up to the last contract working day. No additional compensation will be allowed for Alternates added by Contract Change Order beyond the amount shown on the original bid Additionally, the AGENCY reserves the right to reject any or all proposals, delete portions of any and all bids, to waive any irregularity, and to take the bids under advisement for a period of NINETY 90 days, all as may be required to provide for the best interests of the AGENCY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the BIDDER to whom the award is contemplated. All Bids will be compared with the Engineer's Estimate, and shall be within acceptable variance from the Estimate for each line item of the Base Bid Schedule. The acceptance of a proposal will be evidenced by a Notice of Award of Contract in writing, delivered by mail to the BIDDER whose proposal is accepted. No other act of the AGENCY shall constitute acceptance of a proposal. The award of contract shall obligate the BIDDER, whose proposal is accepted to furnish all required bonds, as well as evidences of insurance and execute the contract set forth herein. The successful BIDDER will be required to furnish a Labor and Material Bond in an amount equal to one hundred percent (100%) of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent (100%) of the contract price. Also, the successful BIDDER will be required to submit worker's compensation insurance, and liability insurance with the contract. Surety bonds shall be signed by a guaranty or surety company listed in the latest issue of the U.S. Treasury Circular 570 and satisfactory to the City of Santa Clarita. 14. ASSIGNMENT OF CONTRACT The Contract may not be assigned without the written consent of the AGENCY, provided that this shall not preclude the assignment of the Contract as security or the assignment of the whole or any part of the proceeds of the Contract including monies, assessment, partial assessment, reassessment, or any bonds which may be issued and represent any assessment or reassessment due or to be due under the Contract. 15, REGISTRATION OF CONTRACTORS The successful BIDDER shall possess a State Contractor's license, Class A at the time that a contract for this work is awarded, CONTRACTORS shall be licensed in accordance with the provisions of Chapter 9, Division 3 of the Business and Professions Code. 16. AGENCY CONTRACTOR MEETING The CONTRACTOR to whom the award is made will be notified to meet with the AGENCY's Representative for the purpose of reviewing of plans and specifications and instructions on procedures. B-4 17. MODIFICATIONS PRIOR TO DATE SET FOR OPENING BIDS The right is reserved, as the interest of the AGENCY may require, to amend the specification and/or drawings prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by an addendum, or addenda. Copies of such addenda as may be issued will be furnished to all prospective BIDDERS. If the revisions and amendments are of a nature which require material changes in quantities or price bid, or both, the date set for opening bids may be postponed by such number of days as, in the opinion of the AGENCY, will enable BIDDERS to revise their bids. In such cases, the addendum will include an announcement of the new date for opening bids. 18. LIST OF SUBCONTRACTORS No more than 50% of the work, as defined by the contract price, may be done by subcontractors. True copies of subcontracts will be provided to the City Engineer upon his request. Each BIDDER must submit with his bid the following: a) The Full name of each subcontracting firm as required by Government Code, Sec. 4201, typed or legibly printed. b) The address of each firm. c) The telephone number at the place of business. d) Work to be performed by each subcontracting firm. e) Total approximate dollar amount of each subcontract. f) If sub -contractor is participating as a Disadvantaged Business Enterprise(DBE), the following additional information is required on the "Designation of Subcontractors" form enclosed: Status as a DBE, age of the firm and the annual gross receipts Submit the "Subcontractor's Lisf' form enclosed herewith. No Contract shall be considered unless such list is submitted as required. The City of Santa Clarita reserves the right to reject any and all bids, or delete portions of any and all bids, or waive any informality in the bid not affected by law. Before entering into a Contract, the successful BIDDER shall furnish a statement of his financial condition and previous construction experience or such evidence of his qualifications as may be required by the contracting AGENCY. 19. UNFAIR BUSINESS PRACTICES CLAIMS: ASSIGNMENT TO AWARDING BODY Pursuant to Section 7103 of the Public Contracts Code, the contract to be awarded will be defined as a "public works contract". In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the CONTRACTOR or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or under the Cartwright Act (Chapter 2 commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the CONTRACTOR, without further acknowledgment by the parties. B-5 20. GENERAL The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. The form of Bidder's Bond provided in Section C, "Proposal," of the Standard Specifications shall be included with the Proposal. In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Non -collusion Affidavit, 21. AWARD AND EXECUTION OF CONTRACT The bidder's attention is directed to the provisions in Section 2-1, "Award and Execution of Contract," of the Standard Specification of Public Works Construction (SSWPC), 2012 Edition, and these special provisions for the requirements and conditions concerning award and execution of contract. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds, to the Agency so that it is received within 10 days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: (Agency to provide,detailed information if this paragraph is used) 22. BUY AMERICA REQUIREMENTS. Attention is directed to the "Buy America" requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) Sections 1041(a) and 1048(a), and the regulations adopted pursuant thereto. In conformance with the law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and other coating that protects or enhances the value of steel or iron materials shall be considered a manufacturing process subject to the "Buy America" requirements. L� A Certificate of Compliance, conforming to the provisions in Section 6-1.07, "Certificates of Compliance," of the Standard Specifications, shall be furnished for steel and iron materials. The certificates, in addition to certifying that the materials comply with the specifications, shall specifically certify that all manufacturing processes for the materials occurred in the United States, except for the above exceptions. The requirements imposed by the law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of the materials used does not exceed one- tenth of one percent (0.1 percent) of the total contract cost or $2,500, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of the foreign steel and iron prior to incorporating the materials into the work. 23. PERFORMANCE OF SUBCONTRACTORS The subcontractors listed by the Contractor in conformance with Section 2-3.1, "Subcontracts" of the (SSPWC), shall perform the work and supply the materials for which they are listed, unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources, The Contractor should notify the Engineer in writing of any changes to its anticipated DBE participation. This notice should be provided prior to the commencement of that portion of the work. The subcontractors listed by you in THE Contract Documents shall list therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, In accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of the Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. 24. SUBCONTRACTING Attention is directed to the provisions in Section 2-3.2 of SPWC, 2012 Edition, "Subcontracting," and the special provisions in Section E that the Contractor perform not less than 50 percent_ of the original contract work with the Contractor's own organization. 29. PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. This provision applies to both DBE and non -DBE subcontractors. B-7 30. PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. This provision applies to both DBE and non -DBE prime contractors and subcontractors. 31. PROTEST PROCEDURES. Any person or entity may present a formal protest to the City with respect to solicitations being conducted by staff. The protest must be in writing, on business letterhead addressed to the City Manager and delivered to the City Clerk. Definitions. Bidder means any person or firm providing a timely, written response to the City solicitation. Bid response means the written response to the City solicitation provided by a person or firm. Protest means a statement of protest, dispute, challenge, disagreement, disapproval or other objection regarding documents, determinations or actions taken or contemplated by the City with respect to a solicitation. Solicitation means the document (Invitation for Bid, Request for Quote or Request for Proposal) by which the City identifies goods, services or public construction projects for which it seeks a bid response. Timeframes. Protests of any kind regarding the solicitation including, but not limited to, specifications, scope of work or process, must be received by the City not more than five business days after the last day for questions or the last addendum is issued, which ever is later. Protests regarding bid responses or award of contract must be received by the City within five business days of when the protester knew or should have known of the facts and circumstances on which the protest is based. For information that is made public, the time will start from the date the information is made public. AN Format. The protest must include the following information at a minimum: 1. The name, address and phone number of the protester, or the authorized representative of the protester; 2. The signature of the protester or authorized representative of the protester; 3. The Notice Inviting Bids (NIB) or Request for Proposals (RFP) number and title under which the protest is submitted; 4. A detailed description of the legal and/or factual grounds for the protest and all supporting documentation. For protests containing elements not based on publicly released information the protest must contain documentation clearly showing the date on which the protester received the information; and 5. The form of relief requested. Protest Review. The City will provide a written response to the protester within ten business days. Mandatory Procedure. This administrative procedure and the time limits set forth herein are mandatory. Failure to comply with these mandatory procedures shall constitute a waiver of any right to pursue the bid protest, including filing a Government Code claim or any legal proceedings or actions. M7' 31. PRECONSTRUCTION DOCUMENTS CHECKLIST The following documents are required to be completed and submitted by the Contractor at the times specified by an X opposite each title, If no column is marked, document will not be required. With Bid Proposal (All Bidders) With Agreement (Awardee only) Prior to Starting Construction (Awardee only) Post Starting Construction (Awardee only) Y Proposal Forms (Cover Sheet, Bid Schedule, References, Bidders Certification Non -collusion Affidavit, Non -lobbing Certification and Disclosure, Certification of Non -Segregated Facilities X X X General Contractors Certification with Regard to Performance of Previous Contracts (If Provided) Debarment and Suspension & Equal Employment Opportunity Certifications X X Addendums (If any) Designation of Subcontractors Bidder's Bond or Bidder's Security X X X Contract Agreement X Bond for Faithful Performance Payment Bond (for Labor and Material) Certification of Public Liability and Property Damage Insurance X X X Certification of Worker's Compensation Insurance Certification of Fire and Extended Coverage Insurance (services involving real properties only) X X Construction Schedule X SWPPP/Water Pollution Control Program List of all Subcontractors _ Subcontractor's Certification with Regard to the Performance of Previous Contracts or Subcontractors (Required for all over $10,000)Subcontracts X X X I Materials List and Manufacturer's Brochures (As Required) X Permits X Emergency Contact Information Construction and Demolition Materials Management Plan X BA 0 SECTION C: PROPOSAL SECTION C: PROPOSAL FOR 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California TO THE CITY OF SANTA CLARITA, AS AGENCY: In accordance with AGENCY's NOTICE INVITING BIDS, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and Incidentals required for the above -stated project as set forth in the plans, specifications, and contract documents therefore, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following BID SCHEDULE. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in BID SCHEDULE are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees, In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures, If awarded the contract, the undersigned further agrees that in the event of the Bidder's default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Company Name: SULLY -MILLER CONTRACTING COMPANY Company Address: 135 S. STATE COLLEGE BLVD., #400 BREA, CA 92821 By DENNIS GANSEN Print Name Title: VICE P IDE T Signature: Date: MAY 5, 2016 C-1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 •�.t�w�;c:c;.:ccs'�`�"�CSci(-.rt:M.�ceCseWGt.S. C.�S".._.. -_. _ . -.— -- — - y'e�' ad�f��Y'�'CGc �+c-.r5c`.rtc�.:_�s A notary public or other officer completing this certificate verifies only the identity of the individual who signed the 1 document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On May 05, 2016 before me, Date personally appeared Maria L. Ruiz, Notary Public Here Insert Name and Title of the Officer Dennis Gansen Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. x MARIA L. RUIZ j r? „ A Cornmfission # 2003065 Z h Nolary Public - Caillornia Los Angeles County n My Comm. Expires Jan 5, 2017 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Sig _ re Signature f N ary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Proposal Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Dennis Gansen [X Corporate Officer — Title(s): Vice -President ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Sully -Miller Contracting -Co. Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: FZX' X_:1CC. AGK {tiL ©2014 National Notary Association • www.NationalNotary.org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 City of Santa Clarita 2015/16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 4/28/2016 Item Specification Section Description Unit Qty. Unit Price Total 1 F1-8 PREPRAE AND MAINTAIN SWPPP LS 1 $s ,=w $SG170 2 F2-1 MOBILIZATION LS 1 $ / % S $114 os 3 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $ 75, -,el 4 F24 CRACK SEALING LS 1 `4 $ f 5 F2-6 AC C2 PG 64-10 TON 9,885 $ to?a 6 F2-6 AC D2 PG 64-10 TON 4,878 $ $ 3 36- Soja 7 F2-6 SPEED HUMP EA 7 8 F2-9 THIN MAINTENANCE OVERLAY (TMO) TON 2,107 $ 9 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (1.5 -INCH DEPTH) SF 100,627 $ a 3 /'/V a� 10 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (2 -INCH DEPTH) SF 35,585 $ 4 a $ 11 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (2.5 -INCH DEPTH) SF 159,228 $-30 $ Ll% -,7(00 YD 12 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (3 -INCH DEPTH) SF 408,919 $ 37 $ 15/ 13 13 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (3.5 -INCH DEPTH) SF 18,084 $ 14 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (4 -INCH DEPTH) SF 30,634 $ '00 15 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (4.5 -INCH DEPTH) SF 27,720 $ 7 S- $ ad 7 e�0 16 F2-10.6 WEDGE GRIND (0.75' DEEP) LF 13,613 $ 17 F2-10.6 WEDGE GRIND (1.75' DEEP) LF 1,128 $' ^1 S $��t — 18 F2-11 DIGOUTS/BASE REPAIRS SF 30,670 $?,d%� $ 19 F2-11 OVER -EXCAVATION (REVOCABLE ITEM) SF 1,534 $ 20 F2-13 SUBGRADE PREPARATION SF 680,170 $A (� $ S 21 F2-13 SUBGRADE OVER -EXCAVATION (REVOCABLE ITEM) CY 1,889 $ 22 F2-15 ADJUST GAS VALVE RIM TO GRADE EA 9 $ 23 F2-15 ADJUST WATER VALVE RIM TO GRADE EA 92$�� S' $ 24 F2-15 ADJUST WATER MANHOLE RIM TO GRADE EA 34 $ 7Q"7` $� `� C�O 25 F2-15 ADJUST SSMH RIM TO GRADE EA 93 $//` $d� 26 F2-15 ADJUST SDMH RIM TO GRADE EA 5 $ $3-7S& 27 F2-15 ADJUST ELECTRICAL VAULT RIM TO GRADE EA 4 $a DD• $ j� Q� / 28 T F2-15 ADJUST WATER VAULT RIM TO GRADE EA 8 $l S'0 / $ld o0 29 F2-16 LOOP DETECTORS (TYPE E MODIFIED) EA 9 30 F2-16 LOOP DETECTORS (TYPE E) EA 29 31 F2-16 TEMPORARY TRAFFIC LOOP DETECTORS EA 38 $ 3 32 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 12 LF 12,708 $ / �ia^l/ $ ! r 3� 33 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 1,603 $ $1 y, U� 34 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 480 $ e Co 7 $7al, 35 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 24 LF 7,464 $! $ SCY� 36 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 27B LF 558 $ .67 (O $ �� 37 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 29 LF 61 $ 1 S r $ $SCIS • / 38 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 32 LF 415 $ (4$ A-) �pS 39 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 37B LF 1,058 $ 67 $ 70-6, g� 40 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 3,293 $ .67 $a J06 X31 41 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 718 i • $067 $ g` 42 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 270 $ $' 'C> • �O 43 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 41 LF 52 $ ? , g�J/ $ 3Y, 44 F2-17 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 832 $ eQ 7 $SS7 45 F2-17 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 5 $ I a S, �` $ / 46 F2-17 THERMOPLASTIC TRAFFIC STRIPING - OPTIONS C MARKINGS LF 560 $ S $ a 30 / 47 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 1.140 $ S. $ S 7� 48 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 491 $7.7s, $ I FY/ a s 49 F2-17 THERMOPLASTIC TRAFFIC STRIPING - 4" WHITE LINE LF 800 $ •67 $ 50 F2-17 THERMOPLASTIC PAVEMENT MARKINGS -TYPE IV ARROW (L&R) EA 37 $ d ys $ Ll3�� C 51 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 18 $ /_ $ a a�tj7• 52 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 14 53 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 2 $ ha S $ 3'0• 54 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 1 $�'1 S $ / 55 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 1 $ L) 56 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 27 $ lAs. 57 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 2 $ S $ 5^p 58 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 1 $ I $ / aS• ' 59 F2-17 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 53 $ $ SJo BASE BID TOTAL $ BASE BID TOTAL AMOUNT IN FIGURES:Q, -3 q( BASE BID TOTAL AMOUNT IN WORDS: G�"! a s r ' was sr, q3 Rin Al TFRNATF 1 _ CENTRE POINT PARKWAY & GOLDEN TRIANGLE Item Specification Section Description Unit Qty. Unit Price Total 1 F1-8 PREPRAE AND MAINTAIN SWPPP LS 1 $ I $ /Sip 2 F2-1 MOBILIZATION LS 1 $ IIA5-57 3 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1�SOrX�- 4 F2-4 CRACK SEALING LS 1 $7pjp $ 7 Cep 5 F2-6 AC C2 PG 64-10 TON 1,718 $ �/ $ 1 �� 6 F2-7 ARHM-GG-C PG 64-16 TON 500 $ Q So $yy,' 7 F2-8 COLD IN-PLACE RECYCLING SF 161,299 a F2-8 EMULSIFIED RECYCLING AGENT TON 67 $s /S• $ 3g Jd`>S 9 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (1.5 -INCH DEPTH) SF 161,299 $ a� $3 10 F2-10.6 WEDGE GRIND (1" DEEP) LF 1,756 $ r1 A o2:75; 11 F2-11 DIGOUTS/BASE REPAIRS SF 19,236 $ $ �13S 12 F2-11 OVER -EXCAVATION (REVOCABLE ITEM) SF 962 $ $3 13 F2-15 ADJUST WATER VALVE RIM TO GRADE EA 20 $57c) , $ G! 300. 14 F2-15 ADJUST SSMH RIM TO GRADE EA 9 $ 4F" OD. $ DD 15 F2-15 ADJUST SDMH RIM TO GRADE EA 3 $ fQp, / $� p0_ 16 F2-16 LOOP DETECTORS (TYPE E MODIFIED) EA 2 $ �%`�. $ (700- 17 F2-16 LOOP DETECTORS (TYPE E) EA 2 $ 18 F2-16 TEMPORARY TRAFFIC LOOP DETECTORS EA 4 $ L�Sb, $ pj /i0, / 19 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 393 $,j $ �3� 20 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 27B LF 3,038 $ $ a o3s. `C 21 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 29 LF 696 $ $/ ` 22 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 32 LF 1,743 $ $ 23 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 321 $ $ a t5- 24 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 4,367 $ I $ i 30 7. 25 F2-17 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 25 $ $ 0S 26 F2-17 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 165 $ S / $ 27 F2-17 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 60 $ /- $ 3 000 28 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 2 $ `� S $ 29 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGENDEA 1 $ l S $ 30 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 2 $ ' o� d $ Sj) 31 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 3 $ a s, $ 3 7 S 32 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 3 $ 33 F2-17 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 10 $/0.,- $ BID ALTERNATE 1 TOTAL $ BID ALTERNATE 1 TOTAL AMOUNT IN FIGURES: BID ALTERNATE 1 TOTAL AMOUNT IN WORDS: BID ALTERNATE 2 - EAST HALF OF OLD ORCHARD NEIGHBORHOOD Item Specification Section Description Unit Qty. Unit Price Total 1 F1-8 PREPRAE AND MAINTAIN SWPPP LS 1 $ o. $ 7S / 2 F2-1 MOBILIZATION LS 1 $ 6/Cr $lv 3 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ /SGL�p. $`.shoo. 4 F2-4 CRACK SEALING LS 5 F2-6 AC C2 PG 64-10 TON 1,974 $ 6 F2-6 AC D2 PG 64-10 TON 2,944 $ �� $ao3,1 3 7 F2-6 SPEED HUMP EA 7 $ 8 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (2.5 -INCH DEPTH) SF 143,575 $ 9 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (3 -INCH DEPTH) SF 142,747 $ 10 F2-11 DIGOUTS/BASE REPAIRS SF 2,813 $ 11 F2-11 OVER -EXCAVATION (REVOCABLE ITEM) SF 141 $ 12 F2-13 SUBGRADE PREPARATION SF 286,322 $ $ ao �3 1 ao 13 F2-13 SUBGRADE OVER -EXCAVATION (REVOCABLE ITEM) CY 795 $ cp./ $�/O SS10- 14 F2-15 ADJUST GAS VALVE RIM TO GRADE EA 1 $ 15 F2-15 ADJUST WATER VALVE RIM TO GRADE EA 41 $ q70 spq / �O, 16 F2-15 ADJUST SSMH RIM TO GRADE EA 28 $ $ 17 F2-15 ADJUST SDMH RIM TO GRADE EA 2 $ 00, $ r Lob, 18 F2-16 LOOP DETECTORS (TYPE E MODIFIED) EA 2 $ �' /� L7 $ 19 F2-16 LOOP DETECTORS (TYPE E) EA 2 $L/ fO, / $ 20 F2-16 TEMPORARY TRAFFIC LOOP DETECTORS EA 4 $ Sfj $ &20- 21 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 140 $ / / $ 22 F2-17 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 34 $ S $170. 23 F2-17 THERMOPLASTIC TRAFFIC STRIPING - OPTIONS C MARKINGS LF 640 $ / $ 3 �� 24 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 130 25 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 1 $ $ f as 26 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 1 27 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 14 $ $ 28 F2-17 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 14 $' C $ 29 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 1 $ �a �, / $ 30 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW' LEGEND EA 1 $�� 31 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 1 $' 32 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 1 $ 1 r' $/a7 �l ---- 33 F2-17 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 17 $ lD $ BID ALTERNATE 2 TOTAL $ BID ALTERNATE 2 TOTAL AMOUNT IN FIGURES: 6 BID ALTERNATE 2 TOTAL AMOUNT IN WOR%S: 14 BID ALTERNATE 3 - KITFOX PL, UNDINE RD, TAMARISK PL, LOCHMOOD RD Item Specification Section Description 1 F1-8 PREPRAE AND MAINTAIN SWPPP 2 F2-1 MOBILIZATION 3 F2-2 MAINTAINING AND CONTROLLING TRAFFIC 4 F2-4 CRACK SEALING 5 F2-6 AC C2 PG 64-10 6 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (2 -INCH DEPTH) 7 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (2.5 -INCH DEPTH; 8 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (3 -INCH DEPTH) 9 F2-10.6 WEDGE GRIND (0.5' DEEP) 10 F2-13 SUBGRADE PREPARATION 11 F2-13 SUBGRADE OVER -EXCAVATION (REVOCABLE ITEM) 12 F2-15 ADJUST WATER VALVE RIM TO GRADE 13 F2-15 ADJUST SSMH RIM TO GRADE 14 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 15 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK 16 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND 17 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW' LEGEND 18 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND 19 F2-17 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER BID ALTERNATE 3 TOTAL AMOUNT IN FIGURES: BID ALTERNATE 3 TOTAL AMOUNT e7av- Unit Qty. Unit Price Total LS 1 $sem, $_Oct , LS 1 $ i c� / $O. LS 1 $SSpO. $� LS 1 $?�. / $ TON 1,017 $�� $�q�s(a SF 25,855 $ aGj $7 Q-2. SF 19,114 $ r 3p( $ -2 r SF 9,212 ^7 $ e J 7 $3 LF 1,141 $ / (e GgG�I $ t eyp, Vol SF 54,181 $ (Q $ CY 151 $ `©� / $ �S EA 5 $Sf� r $� ls� EA 5 $ 5;00. $ gyp, LF 59 $ / $ 9,50. LF 89 $ S $ LJL/S EA 1 $ t / $ 1 �. EA 1 $ $'�J. EA 1 $ as/ $', EA 2 Is to / $ ;�d BID ALTERNATE 3 TOTAL $ Q ■ BID ALTERNATE 4 - PLUM CANYON ROAD Item Specification Description Section 1 F1-8 PREPRAE AND MAINTAIN SWPPP 2 F2-1 MOBILIZATION 3 F2-2 MAINTAINING AND CONTROLLING TRAFFIC 4 F2-4 CRACK SEALING 5 F2-7 ARHM-GG-C PG 64-16 6 F2-8 EMULSIFIED RECYCLING AGENT 7 F2-10 COLD -PLANING (MILLING) ASPHALT CONCRETE PAVEMENT (4 -INCH DEPTH) 8 F2-15 ADJUST WATER VALVE RIM TO GRADE 9 F2-15 ADJUST SSMH RIM TO GRADE 10 F2-15 ADJUST SDMH RIM TO GRADE 11 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 12 12 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 24 13 F2-17 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 14 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK 15 F2-17 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK 16 F2-17 THERMOPLASTIC TRAFFIC STRIPING - 4" WHITE LINE 17 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) 18 F2-17 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW 19 F2-17 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER 20 F2-19 FULL DEPTH RECLAMATION WITH PORTLAND CEMENT (15 -INCH DEPTH) 21 F2-19 PORTLAND CEMENT FOR FULL DEPTH RECLAMATION 22 F2-19 MICRO -CRACKING CEMENT TREATED BASE 23 F2-19 COLD CENTRAL -PLANT RECYCLED ASPHALT CONCRETE PAVEMENT (4" DEP" BID ALTERNATE 4 TOTAL AMOUNT IN FIGURES: 3 3 ( / '70 p a -y BID ALTERNATE 4 TOTAL A OUNT 1 -T Unit Qty. Unit Price Total LS 1 $ �� $ s60 LS 1 $571 LS 1 $ S $ LS 1 $ EZb $-0,0 e) TON 1,170 $ �? $ /oil,QI TON 51 $ SSS. $a / )s SF 68,091 $,3(c $ EA 2 $,590 $ ( l o EA 8 $ 8� $ (Q7 y00 EA 5 $ ��'Y� $ (7/ cy-)% LF 2,342 $ �a $ r) /0 7 6 LF 1,927 $ $ LF 117 $ 1 $ LF 24 $ i $ oo r LF 59 $� $�9S LF 150 $ I $ ! ✓� . EA 2 $ ��`5 l $��d. EA 3 $��) / $,��5 EA 2 $ '� $ap- i SY 7,566 TON 150 $ 13 �O $ o yon. SY 7,566 $ 33 $a SY 7,566 $ 6 $S / �O s!/ S/ gad BID ALTERNATE 4 TOTAL $ L1! M1 City of Santa Clarlta 2015-16 Annual Overlay Project Bid No. ENG-15.16-MO109 Project No. M0109 BID SCHEDULE SUMMARY BIDDER: SULLY—M I LLER CONTRACT 1 NG COMPANY Note: In case of error in the extension of price Into the total price column, the unit price will govern, BASE BID TOTAL PRICE IN FIGURES: d 7 OTAL PRICE IN WO )5- ADD ALTERNATE f TOTAL PRICE IN FIGURES: 0/ 046, r PRIC) 1N wORO45 ADD ALTERNATE 2 TOTAL PRICE IN FIGURES: (D LB CB CE r TOTAL PR CE IN ORDS.- JarS P'oa!/ri /JCOW r_r ADD ALTERNATE 3 TOTAL PRICE IN FIGURES: TOT PRI E IN ORDS: owe— ADD ALTERNATE 4 TOTAL PRICE IN FIGURES: ��J L/ 0 q+ J 6[ TO AL Pili IN D TOTAL BASE BID AND ALL ALTERNATES OTAL PRICE IN FIGURES: 2 / T AL PRICE IN WORDS: DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Overlay Project Bid No. ENG -15-16-M0109 Project No. M0109 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid; DBE status, age of firm, and annual grass receipts are required if subcontractor is participating as a DBE. [:Su=bcontr,actor TL G � DBE STATUS: S9� t)9E Dollar Value of Work rm. Certifying Agency: Annual Gross Receipts: Location and Place of Business A4 eLL,�i C4 - Bid Schedule Item Nos.: Description o'F Work License No. Exp. Date: 1 1 Phone M• f� I�pac379y Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2-3 "Subcontracts" of the Special Provisions in these contract documents. C-3 a DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California Listed below are the naives and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of firm, and annual gross receipts air, required if subcontractor is participating as a DISE. Subcontractor L c� f— DBE DBE STATUS: SDS Dollar Value of Work 3�,',, Age of Firm: G rU ��S Certifying Agency: Annual Gross Receipts: Locat'on and Place of Business p�� C - Bid Schedule Ttem Nos.: Description of Work License No. L76 3 Y3�7 Exp. Date: / / 1 Phone ( } 1 -76�' � 3� m3 z Inpod Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2-3 "Subcontracts" of the Special Provisions in these contract documents. C -3b DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of Firm, and annual gross receipts are required if subcontractor is participating as a DBE. Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2-3 "Subeontr:acts" of the Special Provisions in these contract documents. C -3c REFERENCES 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California The followinn are the names, addresses, and telephone numbers of three public agencies for which BIDDER has performed similar work within the past 1I years: 1 *** PLEASE SEE ATTACHED PROJECT REFERENCES *** Name and Address of Owner / Agency u Name and Telephone Number of Person Familiar with Project Contract Amount -i'ype of Work Date Completed 2. Name and Address of Owner / Agency 3. Name and Telephone Number of Person Familiar with Project ontract Amount Type of Work Date Completed Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance bonds: PLEASE SEE ATTACHED LIST OF SURETIES "** SULLY -MILLER CONTRACTING COMPANY Contractors Name C-4 STILLY -MILLER CONT—PACTING- CO. i 7475 MA1 135 S,. STATE COLLEGE BLVD., SUITE 400 o BREA, CA 92821 <, PH -ONE 714-578-9600 The Following) are the navies, addresses, and telephone numbers for all brokers and suvaties from wh®bin Bidder intends to procure insurance and bonds: Agent for Surety: Willis Risk & Insurance Services 18101 Von Karman Avenue Suite #600 Irvine, CA 92612-14041 Phone 949/585-1206 FAX ,949/885-1225. Contact; Victoria Campbell Surety: Liberty Mutual Insurance Co. 8044 Montgomery Road Suite #137 Cincinnati, 0I-145236 Phone 5131984-2222 X 321 FAX 5131984-3165 Contact: Kelley Brown Surety.- Fidelity urety:Fidelity and Deposit Co. of Maryland One Upper Road, Building EIF• Parsipanny, NJ 07054 Phone 9731394-5117 FAX 9731394-515.7 Contact: Chris Celentano Mgr Insurance: Liberty Mutual Group 1133 Avenue of America New York, NY 10036 Phone 8001227-9887 Ext 443 ISA :2121.391-1954 insurancb: Marsh USA 445 South Street Suite 210 Morristovm SIJ 07962 Phone 973/40:1-5151 FAX 973/401-5045 Contact: Anton Schmitt SULLY-MII.L.ER CONTRACTING CO - LIST OF REFERENCES John Wayne Airport Irvine, CA Larry Serafini, Project Engineer 949-252-5270 City of Fontana Fontana, CA Mario Estrada, Asst. City Engineer 909-350-7696 C. J. Segerstrom / South Coast Plaza Costa Mesa, CA Grant Wilson, Project Manager 714-546-0110 City of Baldwin Park — Engr. Division Baldwin Park, CA Arjan Idnani, Engineering Manager 626-960-4011 Ext. 254 LA Arena Company Staples Center — Los Angeles, CA Don Berges, Construction Manager 213-742-7873 City of Fullerton Fullerton, CA George Lin, Project Engineer 714-738-6845 The Irvine Company Newport Beach, CA Peggy Kloos, Sr. Director/ Construction 949-720-2000 Irvine Community Development Company Newport Beach, CA Bill Martin, Vice President/ Construction 949-734-800 Town of Apple Valley Apple Valley, CA Richard Pederson, Town Engineer 760-240-7000 Updated 2016 Los Angeles County Dept. of Public Works Alhambra, CA Issa Adawiya, Resident Engineer 626-458-5100 CNC Engineering City of Industry, CA John Ballas, City Engineer 626-333-0336 Fox Studios Operations Beverly Hills, CA William Murphy, V.P. of Facilities 310-369-3794 BNSF Railroad Commerce Hansen -Wilson Roy Rogers, Construction Manager 323-267-4186 Caltrans Department of Transportation Ray Stokes, Regional Engineer 909-275-0211 Cal State Long Beach Foundation Long Beach, CA Mo Tidemanis, Director 562-985-8489 City of Rancho Cucamonga Rancho Cucamonga, CA Cindy Hackett, Associate Engineer 909-477-2740 City of Hesperia — Public Works Dept. Hesperia, CA Mike Podegradz, City Manager 760-947-1000 City of Barstow Barstow, CA Mike Stewart, City Engineer 760-255-5154 MEW Sl JLLY-MILLER CONTRACTING CC). BIDDER'S EXPERIENCE AND QUALIFICATIONS STORM DRAIN, SEWER AND WATER REFERENCES Project Nameftmber.• 2010/2011 ANNUAL WATERLINE & SLURRY SEAL JOB/ 11090C & 10128866 Start and Finish Dates: 5/2011-3/2012 Project Description: WATER LINE & STREET IMPROVEMENTS Agency Name: CITY OF LA HABRA, 201 E. LA HABRA BLVD., LA HABRA, CA 90633 Contact Person: CHUCK STEPHAN Telephone: 562/905-7200 Original Contract Amount: $1,507,833 Final Contract Amount. • $1,443,408 Change in contract amount is due to items of work being deleted by the agency. NO CLAIMS Project Name/Number. BEECH AVE. WATERLINE REPLACEMENT/ 11164C & 10128918 Start and Finish Dates: 7/2012-11/2012 Project Description: CONSTRUCTION SERVICE, WATER SYSTEM, MAIN SERVICE LINE Agency Name: LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS, 900 SOUTH FREMONT AVENUE, ALHAMBRA, CA 91803 Contact Person: JOSEPH NGUYEN Telephone: 626-458-3166 Original Contract Amount. • $672,950 Final Contract Amount., $772,525 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Project Name/Number: ANNUAL WATER MAIN/ 12171C & 10128945 Start and Finish Dates: 3/2012-4/2013 Project Description: WATERLINE/WATER MAIN, SURVEY, AC GRIND & OVERLAY, SLURRY SEAL, PCC IMPRV., ADJUST MANHOLES, TREE ROOT PRUNE, STRIPING & MARKING, LOOPS, CMB Agency Name: CITY OF LA HABRA, 201 E. LA HABRA BLVD., LA HABRA% CA 90633 Contact Person: CHUCK STEPHAN Telephone: 562/905-7200 Original Contract Amount, • $4,887,619 Final Contract Amount: $6,112,019 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Updated 2014 SiJLLY-MILLER C ON'I'RACTING C, O. BIDDER'S EXPERIENCE AND QUALIFICATIONS STORM DRAIN, SEWER AND WATER REFERENCES Project NamelWumber: CACTUS AVE./NASON ST./ 12177C & 10129925 Start and Finish Dates: 4/2012-5/2013 Project Description: CATCH BASIN, TRAFFIC CONTROL, LANDSCAPE & IRRIGATION, CLEARING & GRUBBING, COLD MILL, EXCAVATION, AC, CAB, PCC, ELECTRICAL, STRIPING & MARKING, FENCING, PIPE, EROSION CONTROL, RIP -RAP Agency Name: CITY OF MORENO VALLEY, 14177 FREDERICK STREET, MORENO VALLEY, CA 92552 Contact Person: VIREN SHAH Telephone: 951/413-3100 Original Contract Amount: $19,076,135 Final Contract Amount. • $19,813,771 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Project Name/Number: INDIAN HILL BLVD. STORM DRAIN/ 10133111 Start and Finish Dates: 9/2012-04/2013 Project Description: MANHOLES, RCP, STORM DRAIN STRUCTURES, LANDSCAPE & IRRIGATION, AC OVERLAY, BASE, SLURRY SEAL, PCC, ELECTRICAL, STRIPING & MARKING Agency Name: CITY OF CLAREMONT, 207 HARVARD AVENUE, CLAREMONT, CA 91711 Contact Person: CRAIG BRADSHAW Telephone: 909/399-5460 Original Contract Amount: $1,281,624 Final Contract Amount: $1,549,977 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Project Name/Number: VILLAGE SOUTH STREET, PLAYA VISTA/10142150 Start and Finish Dates: 5/2013-7/2013 Project Description: CONCRETE, CMB, MOBILIZATION, STREET GRADING Agency Name: PLAYA VISTA CAPITAL COMPANY, LLC, 6500 SEABLUFF DRIVE, PLAYA VISTA, CA 90094 Contact Person: CLIFF RITZ Telephone: 310/822-0074 Original Contract Amount: $703,023 Final Contract Amount. $714,322 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Updated 2014 2 W STJLLY-MILLER CON'T'RACTING CC.). BIDDER'S EXPERIENCE AND QUALIFICATIONS STORM DRAIN, SEWER AND WATER REFERENCES Project Name/NumL2er: ACACIA AVE. WASTEWATER CAPACITY & STREET IMPRV./10144454 Start and Finish Dates: 6/2013-9/2013 Project Description: SEWER & STREET IMPRV., ADJUST MANHOLES & WATER VALVES, ELECTRICAL, LOOP, LANDSCAPE, SURVEY, STRIPING & MARKING, AC, PCC Agency Name: CITY OF GLENDALE, 633 E. BROADWAY, GLENDALE, CA 91206 Contact Person: JASMINA ZIGIC . Telephone: 818/548-3945 Original ContractAmount.• $1,316,291 Final Contract Amount. • $1,426,094 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Project Name/Number: INDIAN HILL STORM DRAIN/10154129 Start and Finish Dates: 10/2013-1/2014 Project Description: CATCH BASIN, MANHOLES & SHORING, AC PAVING, PCC IMPRV., ELECTRICAL Agency Name: CITY OF POMONA, 505 S. GAREY AVE., POMONA, CA 91769 Contact Person: BRIAN HENSLEY Telephone: 909/620-2261 Original Contract Amount: $508,200 Final Contract Amount: $585,970 Change in original contract amount is due to extra work and/or contract change orders adding work. NO CLAIMS Updated 2014 3 SULLY-MILLER CONTRAC:,TINCi CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS ASPHALT RUBBERIZED HOT MIX (ARHM) PROJECTS EXCEEDING 3,000 TONS OF ARHM Project Name/Number- PAVEMENT REJUVENATION WEST OAK PARK AREA -10128886 Start and Finish Dates: 7/11 TO 10/11 Project Description: AC/ARHM GRIND & OVERLAY, STRIPING & MARKING, LOOPS Agency Name: COUNTY OF VENTURA, 800 S. VICTORIA AVENUE, VENTURA, CA 93009 Contact Person: ARIEL BRAZA Telephone: 805/654-2039 Project Value: $2,470,417 Project Nam elNurr7ber. 1-5 PRE -CONSTRUCTION MITIGATION PHASE II -10149189 Start and Finish Dates: 6/13 TO EST. FINISH 2/15 Project Description: ARHM, AC, COLD MILL, ADJUST WATER VALVES & MANHOLES, SURVEY, LOOPS, SWPPP, ELECTRICAL Agency Name: CITY OF SANTA FE SPRINGS, 11710 TELEGRAPH ROAD, SANT FE SPRINGS, CA 90670 Contact Person: TOM RIGONI Telephone: 562/868-0511 Project Value: $2,317,398.00 Project Narme/Numher: ANNUAL PUBLIC WORKS REPAIRS & IMPROVEMENTS -10128905 (11141C) Start and Finish Dates: 10/11 TO EST. FINISH 8/14 Project Description: ARHM/AC ANNUAL PROJECT Agency Name: CITY OF FONTANA, 8353 SIERRA AVENUE, FONTANA, CA 92335 Contact Person: KEITH KRAMER Telephone: 909-350-7600 Project Value: $3,000,000 Updated 2014 1 SLJLLY-MILLER CONTRAC.TINCi CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number.' BNSF RAILWAY COMPANY/10176355 Start and Finish Dates. 11/18/15 - 11/21/15 Project Desrnpiion: SURVEY, AC GRIND & OVERLAY, STRIPING & MARKING, K -RAIL Agency Name: BNSF RAILWAY COMPANY Contact Person: KHY LIM Telephone: 626/372-9504 Original Contract Amount- $154,370 Final Contract Amount: $133,820 Change in contract amount is due to items of work being deleted by the agency. ProjectName/Number.• VIEWLINE DRIVE PAVEMENT REHABILITATION PROJECT/ 10175083 Start and Finish Dates: 10/5/15 - 10/22/15 Project Description: COLD MILL, AC, ELECTRICAL, ADJUSTMENTS, STRIPING Agency Name: CITY OF SIMI VALLEY Contact Person: MANSOUR MORADI Telephone: 805/583-6786 Original Contract Amount: $193,381 Final Contract Amount., $191,045 Change in contract amount is due to items of work being deleted by the agency. ProjectNamelNumber.• DEEP CREEK ROAD OVERLAY/10166577 Start and Finish Dates. 2/9/15 - 3/2/16 Project Description: AC GRIND & OVERLAY, STRIPING & MARKING Agency Name: TOWN OF APPLE VALLEY Contact Person: BRETT MORGAN Telephone: 760/403-8034 Oiroinal Contract Amount., $245,000 Final Contract Amount., $245,586 Change in original contract amount is due to extra work and/or contract change orders adding work. Project NamelNumber: FY 14-15 CITYWIDE STREET RECONSTRUCTION PROJECT/10168066 Start and Finish Dates: 4/17/15 - 6/15/15 Project Description: AC GRIND & OVERLAY, CONCRETE IMPROVEMENTS, STRIPING & MARKING Agency Name: CITY OF STANTON Contact Person: STEPHANIE CAMORLINGA Telephone: 714/379-9222 Original Contract Amount.- $472,867 Final Contract Amount.- $495,029 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 MUD SULLY -MILLER CONTRAC:,TINCi CO. Project Name/Number.- Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS HESPERIA ROAD OVERLAY/ 10159022 6/9/14 - 7/4/14 HESPERIA ROAD OVERLAY CITY OF VICTORVILLE HIRAM HOUCK Telephone: 760/243-6351 Original Contract Amount.- $492,000 Final Contract Amount., $521,494 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: 2014 ANNUAL STREET RESURFACING PROJECT/10163369 Start and Finish Dates: 9/5/14 - 11/20/14 Project Description: ARHM GRIND AND OVERLAY, ADJUST MANHOLES, STRIPING AND MARKING, SURVEY Agency Name: CITY OF CALABASAS Contact Person: TATIANA HOLDEN Telephone: 818/224-1674 Original Contract Amount., $562,798 Final Contract Amount., $624,427 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectName/Number MONTEBELLO BOULEVARD/TOWNE CENTER DRIVE RESURFACING MEDIAN AND LANDSCAPE ENHANCEMENTS PROJECT/10168081 Start and Finish Dates: 4/20/15 - 6/25/15 Project Description: CLEAR & GRUB, COLD MILL, AC, CONCRETE IMPROVEMENTS, ADJUST MANHOLES/VALVES, LANDSCAPE & IRRIGATION, SURVEY WELL MONUMENTS, STRIPING & MARKING, LOOPS, RIVER ROCK Agency Name: CITY OF ROSEMEAD Contact Person: RAFAEL FAJARDO Telephone: 626/569-2100 Original Contract Amount., $624,686 Final Contract Amount: $698,078 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: HOLLYWOOD WALK OF FAME 50TH, AREA #1/10168030 Start and Finish Dates: 3/3/15 - 6/26/15 Project Description: PARKWAY IMPROVEMENTS Agency Name: HOLLYWOOD HISTORIC TRUST Contact Person: DANNY KAYE Telephone: 323/468-1379 Original Contract Amount.- $667,415 Final Contract Amount- $741,935 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 2 STJLLY-MII.LER CONTRACTING CO. Project Name/Number: Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS IMPROVEMENT OF ARTESIA BOULEVARD BETWEEN WEST CITY LIMIT AND BUTLER AVENUE/10160883 AUGUST 2014 -4/1/15 AC/ARHM GRIND AND OVERLAY, PCC IMPROVEMENTS, STRIPING & MARKING, LOOPS, ADJUST MANHOLES/UTILITIES, TREE PRUNING/ROOT SHAVING CITY OF LONG BEACH ONOFRE RAMIREZ Telephone: 562/570-6634 Original Contract Amount., $744,659 Final Contract Amount., $850,949 Change in original contract amount is due to extra work and/or contract change orders adding Project Name/Numbar. Start and Finish Dates: Project Description: Agency Name., Contact Person: FEDERAL SAFE ROUTES TO SCHOOL WALNUT GROVE AVENUE ENHANCEMENT PROJECT/10164577 1/12/15 - 7/9/15 AC GRIND & OVERLAY, CLEAR & GRUB, PCC IMPROVEMENTS, STREET LIGHTS, TRAFFIC SIGNAL MODIFICATIONS, STRIPING, MARKING, SIGNING, LANDSCAPE & IRRIGATION CITY OF ROSEMEAD RAFAEL FAJARDO Telephone: 626/569-2100 Original Contract Amount., $692,308 Final Contract Amount, $736,277 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectNameftmber.• PACIFIC ELECTRIC INLAND EMPIRE TRAIL/10157108 Start and Finish Dates: 8/25/14 - 4/28/15 Project Description: STORM DRAIN IMPROVEMENTS, LANDSCAPE & IRRIGATION, ELECTRICAL, STRIPING & SIGNS Agency Name: CITY OF RIALTO ContactPersoii: JASON BROWN Telephone: 310/502-9931 Original Contract Amount: $3,169,295 Final Contract Amount., $3,527, 760 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: GRAVES AVENUE, ET AL, PHASE 2/10156967 Start and Finish Dates: 6/30/14 - 4/29/15 Project Description: AC/ARHM GRIND & OVERLAY, PCC IMPROVEMENTS, CLEAR & GRUB, CMB, C -I -P RECYCLING, EMULSIFIED RECYCLING AGENT, TREE REMOVAL/TRIMMING ROOT PRUNE/BARRIER, ELEC/LOOPS, ADJ UTILITIES, STRIPING & MARKING Agency Name. COUNTY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS Contact Person: CHANDRA McCLOUD Telephone: 626/458-3144 Original Contract Amount- $3,989,378 Final Contract Amount: $3,773,072 Change in contract amount is due to items of work being deleted by the agency. Updated February 2016 SULLY-MILLER CONTRAC:,TINCi CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number: IMPERIAL HIGHWAY/10152857 Start and Finish Dates: 2/3/14 - 4/10/15 Project Description: TRAFFIC CONTROL, ROOT PRUNE, SIGNS, PCC, COLD MILL, AC, RECONSTRUCT MANHOLE, MASONRY, STRIPING & MARKING, ELECTRICAL, LANDSCAPE & IRRIGATION Agency Name: COUNTY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS Contact Person: TIM BAZINET Telephone: 626/485-3144 Original Contract Amount.• $4,144,238 Final Contract Amount: $4,298,278 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Numben- WILSHIRE BOULEVARD BUS RAPID TRANSIT/10159007 Start and Finish Dates: 9/4/14 - 2/7/15 Project Descrlption: TRAFFIC CONTROL, SWPPP, SIGNS, TREE REMOVAL, REMOVE CHAIN LINK FENCE, CLEAR & GRUB, AC, PCC, ADJUST MANHOLES, CMB, SLURRY, COLD MILL, CB'S, STRUCTURES, ELECTRICAL, LOOPS, LANDSCAPE/IRRIGATION, STRIPE & MARK Agency Name: LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS Contact Person: COLIN McCARTER Telephone: 626/458-3144 Original Contract Amount: $4,420,769 Final Contract Amount.- $3,307,806 Change in contract amount is due to items of work being deleted by the agency. Project lVarno/1Vuf iibel:, MAPLEGROVE STREET, ET AL/10156534 Start and Finish Dates: 6/23/14 - 5/13/15 Project Description: SWPPP, CLEARING & GRUBBING, ARHM, FIRE HYDRANT, TRAFFIC CONTROL, ROOT PRUNE, TREE REMOVAL, COLD MILL, SLURRY, CMB, AC, ARHM, PCC, CATCH BASIN, CHAIN LINK FENCE, LOOP DETECTORS, STRIPING & MARKING, RECONSTRUCT MANHOLE Agency Name: COUNTY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS Contact Person: JOEL ZARAGOZA 7Ll phone: 626/485-3144 Original Contract Amount- $5,247,333 Final Contract Amount- $5,154,799 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number,- Start and Finish Dates: Project Description: Agency Name: Contact Person: 2011 ROADWAY MAINTENANCE & SLURRY SEAL PROGRAM/ 10150602 8/2013-12/2014 SWPPP, AC GRIND & OVERLAY, CRACK SEAL, SLURRY SEAL, STRIPING & MARKING PORT OF LONG BEACH 925 HARBOR PLAZA DRIVE LONG BEACH, CA 90802 ALIVATANSHENAG Telephone: 562/437-0041 Original Contract Amount: $434,380 Final Contract Amount: $455,300 Change in original contract amount is due to extra work and/or contract change orders adding Updated February 2016 4 SLJLLY-MILLER CON-FRACTIN(: CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS work. Project Name/Number.' KIOWA RANCH ROAD TO DEL ORO ROAD/ 10149809 Start and Finish Dates: 9/2013-11/2013 Project Description: AC GRIND & OVERLAY, PCC IMPRV, STRIPING & MARKING, SURVEY, TREE REMOVAL, CMB, ADJUST UTILITIES, SLURRY SEAL Agency Name: TOWN OF APPLE VALLEY 14975 DALE EVANS PARKWAY APPLE VALLEY, CA 92307 Contact Person: BRETT MORGAN Telephone: 760/240-7000 Original Contract Amount, $662,781 Final Contract Amount., $663,811 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectNarne/IVum6er ARTESIA BLVD. & WESTERN AVE. STREET IMPRV./10147379 Start and Finish Dates: 7/2013-10/2013 Project Description: SIGNS, SWPPP, TRAFFIC CONTROL, TREE REMOVAL, STRIPING & MARKING, COLD MILL, ELECTRICAL, PCC, AC, ARHM, SURVEY, ADJUST MANOLES & WATER VALVES, LOOPS Agency Name: CITY OF GARDENA 1700 W. 162ND STREET GARDENA, CA 90247 Contact Person: JOHN FELIX Telephone: 310/217-9500 Original Contract Amount., $645,472 Final Contract Amount: $605,644 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.- TILDEN TERRENCE/ 10146479 Start and Finish Dates: 4/2013-9/2013 Project Description: ON-SITE, OFF-SITE, ALLEY IMPRV. Agency Name: DREYFUSS CONSTRUCTION 5855 GREEN VALLEY CIRCLE, STE. 300 CULVER, CA 90230 Contact Person: DAVID SANCHEZ Telephone: 310/645-9565 Origlnal Contract Amount., $748,082 Final Contract Amount., $835,884 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 5 SULLY-MILLER CONTRACTING CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number: LA LOGISTICS CENTER/ 10144825 Start and Finish Dates: 3/2013-6/2013 Project Description: B -PERMIT Agency Name: XEBEC BUILDING COMPANY, INC. 3010 OLD RANCH PARKWAY, STE. 480 SEAL BEACH, CA 90740 Contact Person: SIOBHAN SHARPLES Telephone: 562/795-0270 Drigina/ Contract Amount., $373,756 Final Contract Amount., $383,456 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number. Start and Finish Dates: Project Desorption: Agency Name: Contact Person: AGOURA ROAD WIDENING PHASE 1/CANWOOD STREET IMPRV./ 10144581 4/2013-10/2013 AC/ARHM GRIND & OVERLAY, CAB, PCC IMPRV., COLD -IN-PLACE RECYCLING, ADJUST UTILITIES, SIGNING & STRIPING, TREE PROTECTION/REMOVAL, LANDSCAPE & IRRIGATION CITY OF AGOURA HILLS 30001 LADYFACE COURT AGOURA HILLS, CA 91301-1335 CHARMAINE YAMBAO Telephone: 818/597-7300 DrigInal Contract Amount., $1,058,551 Final Contract Amount., $1,273,120 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number CEDARS -SINAI MEDICAL CENTER -ADVANCES HEALTH SCIENCES PAVILION PROJECT/ 10143403 Start and Finish Dates: 2/2013-4/2013 Project Description: CMB, AC GRIND & OVERLAY, STRIPING, DOUBLE ADJUST MANHOLES Agency Name: HATHAWAY DINWIDDIE CONSTRUCTION COMPANY 811 WILSHIRE BLVD., STE. 1500 LOS ANGELES, CA 90017-2632 Contact Person: STEPHEN DUHM Telephone: 213/236-0500 Original Contract Amount., $229,000 Final Contract Amount., $234,671 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 6 STJLLY-MILLER CONTRACTING:i CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project NamelNumber.- BEAR VALLEY CUTOFF/ 10143018 Start and Finish Dates: 5/2013-6/2013 Project Description: ARHM/AC GRIND & OVERLAY, CRACK SEAL, SIGNS & STRIPING & MARKING Agency Name: SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS 825 EAST 3"' SFRFET SAN BERNARDINO, CA 92415 Contact Person: SUNDARAMOORTHY Telephone: 909/387-8104 SRIRAJAN original Contract A mount: $928,725 Final Contract Amount., $802,793 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.- DALE EVANS PARKWAY OVERLAY PROJECT INTERSTATE 15 TO JOHNSON ROAD & JOSHUA ROAD OVERLAY PROJECT/ 10141551 Start and Finish Dates. 1/2013-4/2013 Project Description: AC GRIND & OVERLAY, STRIPING & MARKING, GRADING, SWPPP Agency Name., TOWN OF APPLE VALLEY 14955 DALE EVANS PARKWAY APPLE VALLEY, CA 92307 Contact Person: BRENT MORGAN Telephone: 760/240-7000 original Contract Amount: $720,677 Final Contract Amount: $743,789 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name11VumLxer: FY 2012/13 STREET MAINTENANCE PROJECT/ 10140019 Start and Finish Dates: 10/2012-12/2013 Project Description: ARHM GRIND & OVERLAY, ADJUST UTILITIES, SURVEY, CRACK SEALING Agency Name: CITY OF MALIBU 23825 STUART RANCH ROAD MALIBU, CA 90265 Contact Person: ROBERT DUBOUX Telephone: 310/456-2489 Original Contract Amount., $652,716 Final Contract Amount.- $929,630 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- THE ICIS APARTMENTS/ 10139570 Start and Finish Dates: 9/2012-11/2012 Project Description: B -PERMIT Agency Name: ALLIANCE RESIDENTIAL BUILDERS II G.P., INC. 450 NEWPORT CENTER DR., #550 NEWPORT, CA 92660 Contact Person: SCOTT CRIGGS Telephone: 949/706-8460 Oi-cginal Contract Amount- $299,701 Final Contract Amount.- $335,741 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- 2012 VARIOUS STREETS RESURFACING II, PROP 1 B & LACMTA/ 10137709 Updated February 2016 7 SI JLLY-MILLER CONTRAC:,TINCT CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Start and Finish Dates., 10/2012-2013 Project Description: AC/ARHM GRIND & OVERLAY, PCC IMPRV., ADJUST UTILITIES, LOOPS, STRIPING & MARKING, CONSTRUCTION AREA SIGNS Agency Name: CITY OF MONTEREY PARK 320 WEST NEWMARK AVENUE MONTEREY PARK, CA 91754 Contact Person: ROY ALFONSO Telephone: 626-307-1458 Original Contract Amount., $996,500 Final Contract Amount $1,082,247 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number- CITYWIDE ANNUAL OVERLAY PROGRAM & CONCRETE REPLACEMENT PROGRAM/ 10137355 Start and Finish Dates: 9/2012-3/2013 Project Description: AC/ARHMGRIND & OVERLAY, AC DIKE, LOOPS, ADJUST UTILITIES, CAB, STRIPING & MARKING, PCC IMPRV., SURVEY Agency Name., CITY OF CARSON 701 EAST CARSON STREET CARSON, CA 90745 Contact Person: RICK BOUTROS Telephone: 310/830-7600 Original Contract Amount., $1,295,000 Final Contract Amount., $1,504,633 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: Start and Finish Dates: Project Description: Agency Name: Contact Person: PREVENTIVE MAINTENANCE OF STREETS -2012/ 10137154 11/2012-3/2013 COLD MILL, ARHM, AC ADJUST SEWER MANHOLES, CLEAR & GRUB, STRIPING & MARKING, LOOP DETECTORS, SURVEY CITY OF PASADENA 100 N. GARFIELD AVE. PASADENA, CA 91101 MORLEY SARAIYA Telephone: 626/744-4000 Original Contract Amount.- $1,138,208 Final Contract Amount: $1,273,343 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 8 MUD SIJLLY-MILLER CON-I'RAC.TING CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number., IMPROVEMENT OF LINCOLN AVENUE/ 10136832 Start and Finish Dates: 10/2012-3/2013 ProjectOescription: CONCRETE, AC, CRACK SEAL, COLD MILL, ARHM, ELECTRICAL, MANHOLES, STORM DRAIN, MARKERS, LOOPS Agency Name: CITY OF PASADENA 100 N. GARFIELD AVE. PASADENA, CA 91101 Contact Person: SEAN SINGLETARY Telephone: 626-744-4000 Original Contract Amount., $1,348,474 Final Contract Amount., $1,641,677 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- 2012 OVERLAY PROGRAM/ 10136566 Start and Finish Dates: 10/2012-4/2013 Project Description: AC/ARHM GRIND & OVERLAY, ADJUST MANHOLES, ROOT PRUNE, STRIPING, SIGNING, MARKERS, LEGENDS Agency Name: CITY OF THOUSAND OAKS 2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362 Contact Person: MIKE TOHIDIAN Telephone. 805/449-2400 Ongoal Contract Amount., $3,795,547 Final Contract Amount: $3,972,046 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- ROUTE 247, SAN BERNARDIONO COUNTY (08-OP9304)/ 10131719 Start and Finish Dates: 7/2012-8/2012 Project Descnption: SWPPP, SIGNS, TRAFFIC CONTROL, COLD PLANE, CRACK TREATMENT, AC, ARHM, STRIPING & MARKING Agency Name: CALTRANS 1727 30TH STREET SACRAMENTO, CA 95816 Contact Person: EHAB MINA Telephone: 916/227-6300 Of Con tract Amount.• $4,865,508 Final Contract Amount.- $4,988,720 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 9 Pr W_17 I SiJLLY-MII.LIER CONTRAC.TINCi CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number. MANHATTAN BEACH BOULEVARD RESURFACING/ 10130442 Start and Finish Dates: 8/2012-11/2012 Project Descrfption: UTILITIES, TRAFFIC CONTROL, SIGNS, SURVEY, MANHOLES, PCC, AC, LANDSCAPE & IRRIGATION, COLD MILL, EXCAVATION, STRIPING & MARKING Agency Name: CITY OF REDONDO BEACH 415 DIAMOND STREET REDONDO BEACH, CA 90277 Contact Person: JEFF TOWNSEND Telephone: 310/318-0661 Original Contract Amount., $862,900 Final Contract Amount, $945,951 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectNamelNumber: PUBLIC WORKS YARD (BID SET NO. 2)/ 10130370 (11148C) Start and Finish Dates. 11/2012-11/2012 Project Description: AC PAVING, PCC IMPROVEMENTS, ELECTRICAL, FENCING Agency Name: CITY OF EL MONTE 1133 VALLEY BLVD. EL MONTE, CA 91731 Contact Person: TOM EARL Telephone: 626/580-2001 Original Contract Amount., $462,370 Final Contract Amount., $462,370 NO CHANGE Project Name/Number: SAFE ROUTES TO SCHOOL -CYCLE 7 BULB -OUTS, SIDEWALK & TRAFFIC SIGNAL MODIFICATIONS/ 10130359 Start and Finish Dates 5/2012-11/2012 Project Description: CLEAR & GRUB, AC OVERLAY, PCC IMPRV., ADJUST UTILITIES, SURVEY, TRAFFIC SIGNAL MODIFICATIONS, SIGNS, STRIPING & MARKING Agency Name. CITY OF BURBANK 301 EAST OLIVE AVENUE, RM 320 BURBANK, CA 91502 Contact Person: MIKE SILVANI Telephone: 818/238-5457 Original Contract Amount $342,560 Final Contract Amount- $408,978 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 10 SiJLLY-MILLER CONTRACTING CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number, ROUTE 39, LOS ANGELES COUNTY (07-3Y3204)/ 10130355 Start and Finish Dates., 7/2012-11/2012 ProjectDescni)tion: SWPPP, SIGNS, TRAFFIC CONTROL, COLD PLANE, CRACK TREATMENT, AC, ARHM, STRIPING & MARKING Agency Name: CALTRANS 1727 30' STREET SACRAMENTO, CA 95816 Contact Person: REDA KAROUT Telephone: 916/227-6300 Original Contract Amount., $1,197,700 Final Contract Amount., $1,265,654 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.' SLAUSON AVENUE/ 10130289 Start and Finish Dates: 10/2012-3/2013 Project Description: CLEAR & GRUB, TREE REMOVAL/PLANTING, AC GRIND & OVERLAY, PCC IMPRV., STRUCTURES, STRIPING & MARKING Agency Name., LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS 900 S. FREMONT AVENUE ALHAMBRA, CA 91803 Contact Person: JOSE POU Telephone: 626/458-5100 Otiglnal Contract Amount., $884,688 Final Contract Amount $955,095 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: 2011-2012 STREET RESURFACING -VARIOUS LOCATIONS/ 10130260 Start and Finish Dates: 5/2012-12/2012 Project Descril�tion: AC OVERLAY, COLD MILL, CRACK SEAL, CMB, ADJUST VALVE COVER & MANHOLE, LOOPS, STRIPING & MARKING Agency Name: CITY OF BEVERLY HILLS 455 N. REXFORD DR., RM 290 BEVERLY HILLS, CA 90210 Contact Person: JUAN MARTINEZ Telephone: 310/285-2489 Original Contract Amount: $1,019,450 Final Contract Amount., $896,448 Change in contract amount is due to items of work being deleted by the agency. Updated February 2016 11 SULLY-MII.LER CON'I'RACTIN(:T C_,0. Project NamelNumber. Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS STREET RECONSTRUCTION -HELEN RUNYON DR. & E. MOUNTAIN VIEW ST./ 10130241 3/2012-7/2012 AC PAVING, PCC, FABRIC, LOOPS, SIGNS & STRIPING & MARKING CITY OF BARSTOW 220 E. MOUNTAIN VIEW STREET, STE. A BARSTOW, CA 92311 DOMINGO GONZALEZ Telephone: 760/255-5156 Onginal Contract Amount: $1,027,886 Final Contract Amount.- $1,138,746 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectNamelftrnber: 2012 LOCAL STREET REHABILITATION PROJECT/ 10130069 Start and Finish Dates 5/2012-8/2012 Project Description: AC GRIND & OVELRAY, COLD CENTRAL PLANT RECYCLING, LOOPS, ADJUST UTILITIES Agency Name: CITY OF GARDEN GROVE 11222 ACACIA PARKWAY GARDEN GROVE, CA 92840 Contact Person: ROBERT MOUNGEY Telephone: 714/741-5000 Orlginal Contract Amount., $2,917,670 Final Contract Amount: $2,846,871 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.- RECONSTRUCTION OF CASTAIC POWER PLANT ACCESS ROAD/ 10129951 Start and Finish Dates: 8/2012-10/2012 Project Description: AC, COLD MILL, STRIPING & MARKING Agency Name: LOS ANGELES DEPARTMENT OF WATER & POWER 111 N. HOPE STREET LOS ANGELES, CA 90012 Contact Person: JOSH FONG Telephone: 213/364-3464 original Contract Amount.- $602,466 Final Contract Amount: $556,923 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number., CACTUS AVENUE, FREDERICK STREET & RESOURCE WAY/ 10129926 Start and Finish Dates: 5/2012-5/2013 Project Description: STREET, STORM DRAIN, SEWER & WATER, SIGNING & STRIPING, TRAFFIC SIGNAL, LOOPS, STREET LANDSCAPE & IRRIGATION, ELECTRICAL, COLD PLANE, PCC, AC, CATCH BASIN Agency Name: US REAL ESTATE LIMITED PARTNERSHIP, ATEXAS LIMITED PARTNERSHIP, 19300 19300 HAMILTON AVE., STE. 200 GARDENA, CA 90248 Contact Person: FLOYD YOUNKIN Telephone: 310/323-9100 original Contract Amount., $2,753,919 Final Contract Amount: $3,212,557 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.• NATIONAL TRAILS HIGHWAY/ 10128949 (12185C) Updated February 2016 12 SULLY -MILLER CONTRACTING:i CO. Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS 5/2012 - 6/2012 CRACK SEAL COLD PLANE, PAV, STRIPING SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS 825 EAST THIRD STREET SAN BERNARDINO, CA 92415-0835 NIDHAM AL-REYES Telephone: 909/387-8104 014inal Contract Amount., $1,040,950 Final Contract Amount: $931,795 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.• Start and Finish Dates: Project Description: Agency Name: Contact Person: TAXILANE D-10 RECONSTRUCTION / 10128948 (12174C) 5/2012-12/2012 SURVEY, AC, REMOVE PCC, FENCING, ADJUSTING WATER UTILITY, SWPPP,CAB, COLD PLANE, PCC, FABRIC, STRIPING & MARKING & SIGNS LOS ANGELES WORLD AIRPORTS, AIRPORT DEVELOPMENT GROUP 7301 WORLD WAY WEST, 9T" FLOOR LOS ANGELES, CA 90045 GORAN LAZAREVIC, P.E. Telephone: 310/957-7149 Original Contract Amount., $6,383,321 Final ContractAmount.• $5,939,022 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number: Start and Finish Dates: Project Description: Agency Name., Contact Person: CAMPBELL HALL COMMUNITY ARTS AND EDUCATION CENTER / 10128947 (11153C) 3/2012-4/2012 B - PERMIT: REMOVAL/REPLACEMENT OF CURB & GUTTER, SIDEWALK & SIDEWAY, SIGNAL, STREET LIGHTING, STRIPING/SIGNING MATT CONSTRUCTION CORPORATION 9814 NORWALK BLVD., SUITE 100 SANTA FE SPRINGS, CA 90670 KRISTOPHER BARR Telephone: 562/903-2277 original Contract Amount.- $473,542 Final Contract Amount., $539,471 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 13 MEW SLJLLY-MILLER CONTRAC:',TINC.T 'C -',O. Project Name/Number.- Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS RESIDENTIAL STREET REHABILITATION FY2011-2012 & ANNUAL WATER MAIN REPLACEMENT PROGRAM FY 2011-2012 / 10128945 (12171C) 3/2012-4/2013 AC GRIND & OVERLAY, SLURRY SEAL, PCC IMPROVEMENTS, ADJUST MANHOLES, TREE ROOT PRUNE, STRIPING/MARKING, LOOPS, SURVEY, CMB, WATER LINE/WATER MAIN CITY 0 F LA HABRA 201 E. LA HABRA BLVD. LA HABRA, CA 90631 CHUCK STEPHANS Telephone: 949/262-9379 Original Contract Amount- $4,887,619 Final Contract Amount., $6,081,745 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number' Start and Finish Dates: Project Descdptron: Agency Name: Contact Person: NEWPORT BLVD. DOMESTIC WATER RELOCATION PROJECT / 10128919 (11167C) 2/2012-4/2013 AC PAVING, WATERLINE, PCC IMPROVEMENTS, & REMOVE METERS IRVINE RANCH WATER DISTRICT 15600 SAND CANYON AVE. IRVINE CA, 92619-7000 TOM BONKOWSKI Telephone: 949/453-5692 Original Contract Amount $3,657,815 Final Contract Amount., $3,936,118 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- Start and Finish Dates: Project Description: Agency Name: Contact Person: LONG BEACH ANNUAL 2012 - GAS & ENGINEERING 10128849/(10071C) / 10128917/(11163C) 3/2012-1/2013 EMERGENCY REPAIRS CITY OF LONG BEACH 333 WEST OCEAN BLVD. LONG BEACH, CA 90802 CHARLES RAMEY Telephone: 562/570-5176 Original Contract Amount: $2,000,000 Final Contract Amount., $2,210,831 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 14 SLJLLY-MILLER CON'I'RAC''TING CO. Project Name/Number.- Start and Finish Dates: Project Description: Agency Name: Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS PASADENA AVENUE STREET IMPROVEMENT PROJECT /10128916 (11161C) 2/2012-6/2012 AC PAVING, ADJUST MANHOLE, COLD MILLING, PCC IMPRV., SIGNS, LANDSCAPING/IRRIGATION & STRIPING/MARKING CITY OF PASADENA 1414 MISSION STREET SOUTH PASADENA, CA 91030 GABRIEL B. NEVAREZ Telephone: 626/403-7248 Original Contract Amount., $499,995 Final Contract Amount., $535,714 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number. STREET RECONSTRUCTION SECTION - I, AGNES AVE., ELM AVE., FRANCES AVE., NORTH MURIEL DR., ADELE AVE., KATHLEEN. /10128914(11159C) Start and Finish Dates: 2/2012-5/2012 Project Description: AC PAVING, PCC IMPRV., FABRIC, LOOPS, SIGNS, & STRIPING & MARKING Agency Name: CITY OF BARSTOW 220 E. MOUNTAIN VIEW ST., SUITE A BARSTOW, CA 92311 Contact Person: DOMINGO GONZALEZ Telephone: 760/255-5156 Original Contract Amount: $947,275 Final Contract Amount., $977,541 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: ROBSON AVEUNE & MARTIN STREET, STPL-5107(027) /10128913(11154U) Start and Finish Dates: 2/2012-5/2012 Project Description: RECONSTRUCTION PROJECT Agency Name: CITY OF SANTA MONICA 1685 MAIN STREET SANTA MONICA, CA 90401 Contact Person: ALLAN SHETH Telephone: 310/458-2201 Onginr?l Contract Amount- $383,000 Final Contract Amount., $380,911 Change in contract amount is due to items of work being deleted by the agency. ProjectNamelNumber: MERVYN'S BLDG. RENOVATION CONSTRUCTION CONTRACT/10128912(11151C) Start and Finish Dates: 10/2011-11/2012 Project Description: SITE UTILITIES, PAVING, AND SITE IMPROVEMENTS Agency Name: WESTFIELD, LLC 2753 E. EASTLAND CTR DR, WEST COVINA, CA 91791 Contact Person: ROBERT ALLEN Telephone: 626/967-3399 Original Contract Amount, $980,902 Final Contract Amount., $1,284,834 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 15 MEM SiJLLY-MILLER CONTRA<::TIN(. CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Name/Number.' RUNWAY 15 RUNWAY SAFETY AREA IMPROVEMENTS /10128907(11143C) Start and Finish Dates: 1/2012-4/2012 Project Description: AC GRIND & OVERLAY, BASE, MARKINGS, FENCING, ELECTRICAL Agency Name: BURBANK-GLENDALE-PASADENA AIRPORT AUTHORITY 2627 HOLLYWOOD WAY BURBANK, CA 91505 Contact Person: PEDRO BARRAGON Telephone: 818/840-8840 Original Contract Amount., $1,249,277 Final Contract Amount: $1,313,842 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number., DEEP CREEK ROAD OVERLAY /10128904(11140C) Start and Finish Dates.• 3/01/2012-3/30/2012 Project Description: CRUB SEAL, COLD PLANE, AC OVERLAY, STRIPING Agency Name; COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS 825 EAST 3RD STREET SAN BERNARDINO, CA 92415 Contact Person; NIDHAM AL-REYES Telephone: 909-387-1831 Onglnai Contract Amount., $778,000 Final Contract Amount., $605,995 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number: WILSHIRE / WESTERN FINAL PHASE /10128903(11139C) Start and Finish Dates: 8/2011-7/2012 Project Description: CITY OF LA, B -PERMIT Agency Name: SOLAIR MARKETING, LLC 175 WEST JACKSON, SUITE 540 CHICAGO, IL 60604 Contact Person: JIM O'BRIEN Telephone: 805/310-8270 On,xnal Contract Amount., $849,532 Final Contract Amount., $863,853 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number., MOVEMENT AREAS /10128902(11136C) Start and Finish Dates: ONGOING - 12/2013 Project Description: MAINTENANCE & REPAIR WORK ON T&M IN AIRCRAFT MOVEMENT AREAS Agency Name: BURBAN K -GLEN DALE- PASADENA AIRPORT AUTHORITY 2800 CLYBOURN AVENUE BURBANK, CA 91505 Contact Person: KAREN SEPULVEDA Telephone; 818/565-1305 Original Contract A mount: $250,000 Final Contract Amount., $36,059 Change in contract amount is due to items of work being deleted by the agency. Updated February 2016 16 Ma D. CONTRAC.TINCi CO. Project Name/Number., Start and Finish Dates: Project Da yciiption: Agency Name., Contact Person: BIDDER'S EXPERIENCE AND QUALIFICATIONS NON -MOVEMENT AREA /10128901(11135C) ONGOING - 12/2013 MAINTENANCE & REPAIR WORK ON T&M IN NON -MOVEMENT AREA BURBANK-GLENDALE-PASADENA AIRPORT AUTHORITY 2800 CLYBOURN AVENUE BURBANK, CA 91505 KAREN SEPULVEDA Telephone: 818/565-1308 virginal Contract Amount: $200,000 Final Contract Amount: $5,724 Change in contract amount is due to items of work being deleted by the agency. ProjectName/Number: 2010-11 FEDERAL OVERLAY PROGRAM /10128896(11127U) Start and Finish Dates: 10/2011-1/2012 Project Description: AC GRIND AND OVERLAY Agency Name: CITY OF SANTA CLARITA 23920 VALENCIA BOULEVARD, STE 300 SANTA CLARITA, CA 91355-2196 Contact Person: 661/259-2489 Telephone: 661/259-2489 Original Contract Amount. • $2,069,962 Final Contract Amount., $2,047,482 Change in contract amount is due to items of work being deleted by the agency. ProjectName/Number.• WHITEMAN AIRPORT AIRCRAFT RAMP /10128893(11123C) Start and Finish Dates: 2/2012-9/2013 Project Description: RECONSTRUCTION OF AIRCRAFT RAMP Agency Name: LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS 900 S. FREMOUNT AVENUE ALHAMBRA, CA 91803 Contact Person: JOSEPH NGUYEN Telephone: 626/458-3166 original Contract Amount: $944,698 Final Contract Amount., $1,038,210 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number., 2011 ANNUAL CITYWIDE STREET RESURFACING PROJECT /10128890(11119U) Start and Finish Dates: 8/2011-2/2012 Project Description: STREET RESURFACING Agency Name: CITY OF CALABASAS 100 CIVIC CENTER WAY CALABASAS, CA 91302-3172 Contact Person: TATIANA HOLDEN Telephone: 818/224-1600 Original Contract Amount., $1,146,363 Final Contract Amount: $1,276,123 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectName/Number.EAST AVENUE MASTER PLAN STORM DRAIN LINE 8 PROJECT /10128888(11117C) Start and Finish Dates: 11/2011-10/2012 Updated February 2016 17 SiJLLY-MILLER CON'FRA(::TIN(T CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Description: AC GRIND & OVERLAY, PCC IMPRV., STORM DRAIN STRUCTURES, CONSTRUCT MANHOLES, RCP, FABRIC, LOOPS, STRIPING & MARKING, SWPPP Agency Name: CITY OF RANCHO CUCAMONGA 10500 CIVIL CENTER DRIVE RANCHO CUCAMONGA, CA 91729-0807 Contact Person: KENNETH FUNG Telephone: 909/477-2700 Original Contract Amount, $5,214,750 Final Contract Amount, $6,104,138 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- SOUTHERN PACIFIC SLIP /10128887(11116C) Start and Finish Dates. 10/2011-5/2014 Project Descnption: AC & PCC PAVEMENTS, PCC IMPRV., LANDSCAPE & IRRIGATION, SITE FURNISHINGS, RETAINING WALLS, GUARDRAILS/RAILINGS, SIGNS Agency Name: PORT OF LOS ANGELES 425 S. PALOS VERDES STREET SAN PEDRO, CA 90731 Contact Person: MARLYS WHITE Telephone: 310/732-7690 Original Contract Amount: $5,694,700 Final Contract Amount., $6,160,508 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number., Start and Finish Dates: Project Description: Agency Name: Contact Person. WEST OAK PARK AREA / 11115C 7/2011-3/2012 AC/ARHM GRIND & OVERLAY, CONCRETE IMPROVEMENTS, CRACK SEAL, LOOPS COUNTY OF VENTURA 800 SOUTH VICTORIA AVENUE VENTURA, CA 92821 PHIL NELSON / DOLORES MURPHY Telephone: 805/654-3984 Original Contract Amount., $2,470,417 Final Contract Amount, $2,373,097 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.• ROADWAY AND WATERLINE IMPROVEMENT /10128884 (11112C) Start and Finish Dates. 7/2011-9/2012 Project Description: ROADWAY AND WATERLINE Agency Name: CITY OF LOMITA 24300 NARBONNE AVENUE LOMITA, CA 90717 Contact Person: TOM SHAHBAZI Telephone: 310/325-7110 Orlgirnal Contract Amount., $1,412,907 Final Contract Amount, $1,396,657 Change in contract amount is due to items of work being deleted by the agency. Project Name/Niif776er.- FY 2010-2011 RESIDENTAIL AREA 7 AND ARTERIAL ZONE AREA 5 /10128880(11108C) Updated February 2016 18 MEM SLILLY-MILLER CONTRAC,TINC.T CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Start and Finish Dates: 7/2011-2/2012 Project De5cnption: AC PATCHING, GRIND AND OVERLAY, CAPE SEAL, SLURRY SEAL, MANHOLE ADJUSTING Agency Name., CITY OF DIAMOND BAR 21825 COPLEY DR. DIAMOND BAR, CA 91765 Contact Person: DAVID SLOAN Telephone: 909/839-7000 Original Contract Amount: $1,819,990 Final Contract Amount.- $1,823,184 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: Start and Finish Dates: Project Description: Agency Name. Contact Person: BNSF AGS PROJECT- HOBART YARD /10128878(11105C) 6/2011-8/2012 CONSTRUCTION OF CIVIL AND ELECTRICAL FEATURESIN SUPPORT OF THE AGS HARDWARE, SITE DEMOLITION CIVIL, ELECTRICAL, STRUCTURAL, PAVING WORK ASSOCIATED WITH AGS BNSF 2500 LOU MENK DR., FORT WORTH, TEXAS, 76131 CHRISTOPHER HARD Telephone: 817/352-4114 Original Contract Amount: $10,036,878 Final Contract Amount., $10,466,761 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number' Start and Finish Dates. Project Description Agency Name., Contact Person: WALNUT GROVE AVENUE TO TUSH STREET/ 11111C 07/2011 - 9/2011 STREET RESURFACING CITY OF ROSEMEAD 8838 E. VALLEY BOULEVARD ROSEMEAD, CA 91770 RAFAEL FAJARDO Telephone: 626/569-2100 Original Contract Amount., $1,109,950 Final Contract Amount: $1,083,687 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.- Start and Finish Dates: Project Description: STREET REHABILITATION PROJECT - REBID /10128881(11109C) 6/2011 - 1/2012 TRAFFIC CONTROL, GRINDING, AC, PCC, ADJUST MANHOLES & VALVES, SIGNING/STRIPING/MARKING, LOOPS, UNDERGROUND, FABRIC DISPOSAL, FENCE Updated February 2016 19 SiJLLY-MILLER CON-I'RACTINCi CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS RELOCATION Agency Name., CITY OF CHINO 1322 CENTRAL AVENUE CHINO, CA 91710 Contact Person: NAGHMEH IMANI Telephone: 909/464-8367 Original Contract Amount., $1,813,849 Final Contract Amount: $1,868,794 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectName/Number: SAN BERNARDINO COUNTY NEAR NEEDLES FROM 0.4 MILE WEST OF WHALE MOUNTAIN WASH BRIDGE TO 0.1 MILE WEST OF PARK MOABI ROAD OVERCROSSING /10128874(11099U) Start and Finish Dates: 5/2011 - 3/2012 Project Description: WIDEN FREEWAY, INSTALL PERMEABLE SUB BASE, EDGE DRAIN, GRIND & OVERLAY FREEWAY - 1.9 MILES IN LENGTH Agency Name: STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION 1727 30TH STREET SACRAMENTO CA 95816 Contact Person: DARCY DAVIS Telephone: 951/232-6000 Original Contract Amount. • $7,193,800 Final Contract Amount., $8,262,201 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: Start and Finish Dates: Project Description: Agency Name: Contact Person: RESIDENTIAL STREET REHABILITATION FY2010-2011 & ANNUAL WATER MAIN REPLACEMENT PROGRAM PROJECT /10128866(11090C) 4/2011-12/2011 SURVEY, SWPPP, PCC, AC, CRACK SEAL, ADJUST MANHOLES TO GRADE, TREE ROOT PRUNE, STRIPING & MARKING, SLURRY SEAL CITY OF LA HABRA 201 E. LA HABRA BOULEVARD LA HABRA, CA 90631 SAM MAKAR, P.E., SR. CIVIL ENGINEER Telephone: 562/905-9720 Original Contract Amount: $3,535,885 Final Contract Amount., $4,029,145 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.' Start and Finish Dates., Project Description; "G" AVENUE RAIL LEAD TRACK & CHANNEL PROJECT: PHASE II -LEAD TRACK CONSTRUCTION & DRAINAGE CHANNEL CONSTRUCTION /10128865(11088C) 03/2011 - 02/2012 TRACK IMPRV., AC, FENCING, STRUCTURES, CAB, PCC, SWPPP, TREE, CLEAR & GRUB, EROSION CONTROL Updated February 2016 20 S1JLLY-MI1.I_ER CONTRAC.TINCi Ccs. BIDDER'S EXPERIENCE AND QUALIFICATIONS Agency Name: CITY OF HESPERIA 9700 SEVENTH AVENUE HESPERIA, CA 92345 Contact Person: TINA SOUZA Telephone: 760/947-1474 Original Contract Amount- $4,622,722 Final Contract Amount., $4,988,909 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number. Start and Finish Dates., Project Description: Agency Name., Contact Person: ELM ST. RESURFACING & WATERLINE REPLACEMENT /10128864(11087C) 03/2011-07/2011 CLEARING & GRUBBING, ADJUSTING MANHOLE & WATER VALVE & WATER METER, SURVEY MONUMENT, PCC, CATCH BASIN, COLD MILLING, ARHM, AC, STRIPING & MARKING & SIGNING, LOOP DETECTORS CITY OF BREA ONE CIVIC CENTER CIRCLE BREA, CA 92821 BRIAN INGALLINEREA Telephone: 714/671-4450 Original Contract Amount: $945,999 Final Contract Amount- $1,096,259 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: Start and Finish Dates. Project Description: Agency Name: Contact Person: FLORENCE AVENUE STREET REHABILITATION PROJECT/ 10085C 06/2011-07/2011 CLEARING & GRUBBING, EXCAVATION, COLD MILL, ARHM, AC, MANHOLE ADJUSTING, VALVE/GAS ADJUSTMENT, STRIPING & MARKING, TRAFFIC LOOPS CITY OF BELL 6330 PINE AVENUE BELL, CA 90201 CARLOS ALVARADO Telephone: 626/960-1889 Original Contract A mount- $294,536 Final ContractAmount: $271,478 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.- Start and Finish Dates: Project Description: Agency Name: LAV COLLEGE /10084C 02/2011 - 08/2011 RECONSTRUCT PARKING LOT CHEVERON ENERGY SOLUTIONS 150 E. COLORADO BLVD., STE: 360 PASADENA, CA 91105 Updated February 2016 21 SULLY-MILI.ER CONI-RACTINCT CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Contact Person: WAYNE GRAHAM relepl cone: 415/773-4748 Original Contract Amount., $878,000 Final Contract Amount., $783,082 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number: Start and Finish Dates: Project Description Agency Name: Contact Person: 2010/11 OVERLAY PROJECT /10083C 02/2011 - 07/2011 MOBILIZATION, TRAFFIC CONTROL, CRACK SEALING, AC, ARHM, MANHOLES, LOOPS, THERMOPLASTIC STRIPING, PAVEMENT MARKERS, SIGNS, TREE WELL, CROSS GUTTER, DETECTABLE WARNING SURFACE, TREES, WATERVALVE, PULL BOX CITY OF CYPRESS 5275 ORANGE AVENUE CYPRESS, CA 90630 NICK MANGKALAKIRI Telephone: 714/229-6729 Original Contract Amount., $2,198,000 Final Contract Amount., $1,790,853 Change in contract amount is due to items of work being deleted by the agency. Project Name/Number.• INNOV. VILLAGE /10079C Start and Finish Dates: 01/2011 - 05/2011 Project Description: AC PAVING, COLD MILL, CRACK FILL, ADJUST MANHOLE, LOOPS & PCC Agency Name: CAL POLY - POMONA FOUNDATION 3801 W. TEMPLE AVE POMONA CA 901768 Contact Person: BRUYN BAVANS Telephone: 909/869-6842 Original Contract Amount: $653,600 Final Contract Amount- $693,203 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number- Start and Finish Dates: Project Description. Agency Name: 26TH STREET IMPROVEMENTS /10074U 02/2011 - 07/2011 EXCAVATION, CUT & DISPOSAL OF AC, GUTTER, COLD PLANE, COLD RECYCLING, CMB, MANHOLES, STRIPING & MARKING, TRAFFIC SIGNAL, LOOPS, CONSTRUCTION SIGNS CITY OF VERNON 4305 SANTA FE AVENUE VERNON, CA 90058 Updated February 2016 22 StJLLY-MILI.ER CONTRACTING CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Contact Person: RAFAEL CONTRERAS Telephone: 323/583-8811 Original Contract Amount.- $873,212 Final Contract Amount: $899,429 Change in original contract amount is due to extra work and/or contract change orders adding work. ProjectName/NumGer.- EMERALD AVENUE STREET IMPROVEMENTS / 10077U Start and Finish Dates: 2/2011-3/2011 Project Description: AC OVER BASE, STRIPING & MARKING, CURBS, RAMPS, EXCAVATION TRAFFIC CONTROL, COLD PLANE, CMB, MANHOLE ADJUSTING, LOOPS, SLOUGH WALLS Agency Name: CITY OF LA VERNE 3660 "D" STREET LA VERNE CA 91750 Contact Person: JASON WELDAY Telephone: 909/594-9702 Original Contract Amount., $226,000 Final Contract Amount- $487,575 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number Start and Finish Dates: Project Description: Agency Name., Contact Person: ROSECRANS AVENUE & VALLEY VIEW AVENUE STREET IMPROVEMENTS /10072C 01/2011 - 03/2011 MOBILIZATION, EXCAVATION, CMB, COLD MILL, ARHM, AC, CURB & GUTTER, ADJUST WATER VALVE & MANHOLES, STORM DRAIN, LOOPS, TRAFFIC CONTROL, PAVEMENT MARKERS, SURVEY MONUMENTS CITY OF SANTA FE SPRINGS 11710 TELEGRAPH ROAD SANTA FE SPRINGS, CA 90670 RAFAEL CASILLAS Telephone: 562/868-0511 Original Contract Amount., $668,149 Final Contract Amount., $559,031 Change in contract amount is due to items of work being deleted by the agency. ProjectName/Number.- LB ANNUAL 2010 /10128849(10071C) Start and Finish Dates. 01/2011 - 11/2012 Project Description: EMERGENCY REPAIRS Agency Name: CITY OF LONG BEACH 33 WEST OCEAN BLVD LONG BEACH, CA 90802 Contact Person: ROBERT SOLIS Telephone: 562/570-5176 Original Contract Amount., $2,000,000 Final Contract Amount., $2,210,831 Change in original contract amount is due to extra work and/or contract change orders adding Updated February 2016 23 SI JLLY-MILLER CONTRAC:.TIN(r CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS work. Project Name/Number.• RAMPS A&B REHAB /10070C Start and Finish Dates: 01/2011 - 07/2011 Project Description: AC PAVING, PCC IMPRV., ELECTRICAL, FENCING, WHEEL STOPS, STRIPING/MARKING Agency Name: BURBANK-GLENDALE-PASADENA AIRPORT AUTHORITY 2800 N. CLYBOURN BURBANK, CA 95105 Contact Person: SAFA KAMAGAR Telephone: 818/565-1305 Original Contract Amount., $6,595,968 Final Contract Amount., $6,713,133 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number., VALLEY BLVD. REHABILITATION PROJECT /10069U Start and Finish Dates: 01/2011 - 07/2011 Project Description: SURVEY, AC GRIND & OVERLAY, CMB, PCC IMPRV., RCB CULVERT, ADJUST UTILITIES, SIGNS/STRIPING/MARKING, LANDSCAPE & IRRIGATION Agency Name., CITY OF ALHAMBRA 111 SOUTH FIRST STREET ALHAMBRA, CA 91801 Contact Person: MELISSA RAMOS Telephone: 626/282-5833 Original Contract Amount: $1,851,617 Final Contract Amount, $1,871,827 Change in original contract amount is due to extra work and/or contract change orders adding work. Project NamWNumber.• LAKE-ALAMEDA /10128845(10067U) Start and Finish Dates: 01/2011-12/2011 Project Description: ACCESS PATH CONSTRUCTION Agency Name., LACDPW 900 SOUTH FREMOUNT AVE 8T" FLOOR ALHAMBRA CA 91802 Contact Person: MARIO RODRIGUEZ Telephone: 626/458-5100 Original Contract Amount., $1,449,940 Final Contract Amount- $1,551,239 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: LAKEWOOD BOULEVARD IMPROVEMENTS - PHASE 3A /10128841(10063U) Start and Finish Dates: Project Description: Agency Name: Contact Person: 10/2010 - 11/2011 AC PAVING, PCC IMPROVEMENT, CLEAR/GRUBBING, ELECTRICAL, IRRIGATION, MANHOLE ADJUSTING, SIGNING, STRIPING & UNDERGROUND CITY OF DOWNEY 11111 BROOKSHIRE AVE., DOWNEY,CA 90241 DESI GUTIERREZ Telephone: 562/622-3468 Original Contract Amount., $3,233,203 Final Contract Amount., $3,547,058 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 24 2.. M SULLY-MILLER CONTRACTING CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Nameftmber.' MAIN STREET - 2ND STREET TO "H" AVE/10057C Start and Finish Dates: 04/2011 - 10/2011 Project Description: COLD PLANE, AC, PCC, ADJUST UTILITY MANHOLES, REMOVE CATCH BASIN, CMB, LOOPS, TRAFFIC SIGNAL, STRIPING & MARKING, SWPPP, SURVEY Agency Name: CITY OF BARSTOW 220 E. MOUNATAIN VIEW ST. BARSTOW, CA 92311 Contact Person: MARK ROWAN Telephone: 760/241-6146 01gli7al Contract Amount.• $1,645,609 Final Contract Amount, $1,869,560 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number. Start and Finish Dates: Project Description: Agency Name: Contact Person: RESIDENTIAL STREETS IMPROVEMENTS PROJECT /10128832(10053C) 08/2010 - 04/2011 SURVEY/MONUMENTS, PCC, CMB, TRUNCATED DOMES, CAPE SESAL, CHIP SEAL, SLURRY SEAL TYPE II, AC, CRACK ROUTING & SEALING, ADJUST MANHOLES & VALVES, ROOT PRUNE, STRIPING & MARKING & SIGNS CITY OF RANCHO PALOS VERDES 30940 HAWTHORNE BLD. RANCHO PALOS VERDES, CA 90275-5391 CHUCK STEPHAN Telephone: 310/544-5252 Original Contract Amount., $1,218,105 Final Contract Amount- $1,275,338 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number; Start and Finish Dates: Project Description: Agency Name: Contact Person: Oni final Contract Amount., Updated February 2016 AVENUE H, MOUNTAIN VIEW, 2ND AVE, COUNTY CLUB /10051C 09/2010 - 04/2011 AC, UTILITY MANHOLES, CMB, PCC, TRAFFIC SIGNAL, LOOPS, STRIPING & MARKIMG, SIGNAGE, ADJUST WATER VALVES & GAS VALVES, REPAIR EXISTING SEWER LINE CITY OF BARSTOW 220 E. MOUNTIAN VIEW ST BARSTOW, CA 92311 MARK ROWAN $1,523,000 Telephone: 760/241-6146 Final Contract Amount- $1,803,836 25 SIJLLY-MILLER CONTKA<:TINCi C.O. BIDDER'S EXPERIENCE AND QUALIFICATIONS Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: VARIOUS STREETS, VIRGINIA WAY ETC /10048C Start and Finish Dates: 02/2011- 12/2011 ProjectDescriptian: AC, PCC, CATCH BASIN, UTILITY MANHOLES, LOOPS, STRIPING & MARKING, SIGNAGE Agency Name: CITY OF BARSTOW 220 E. MOUNTAIN VIEW ST BARSTOW, CA 92311 Contact Person: MARK ROWAN Telephone: 760/241-6146 Original Contract Amount: $1,124,134 Final Contract Amount- $1,365,121 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number.- MEADOWPASS ROAD IMPROVEMENTS /10047C Start and Finish Dates: 09/2010 - 03/2011 Projectoescaption: CLEARING & GRUBBING, CAB, AC, PCC, ADJUST VALVE & MANHOLE TO GRADE, STRIPING/MARKING/SIGNS, STREET LIGHTING, RETAINING WALL, MASONRY WALL, PIPE LANDSCAPE & IRRIGATION, LOOP DETECTORS, STROM DRAIN, CATCH BASIN, STRUCTURES, RCP Agency Name: CITY OF WALNUT 21201 LA PUENTE ROAD WALNUT, CA 91789 Contact Person: JASON WELDAY Telephone., 909/595-6095 Original Contract Amount $3,445,395 Final Contract Amount $3,910,596 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: Start and Finish Dates: Project Description: Agency Name: Contact Persona ARMORY ROAD /10046C 09/2010 - 01/2011 AC EMULSION, ADJUST MANHOLE, SURVEY, STRIPING/MARKING/SIGNS, PCC, LOOPS CITY OF BARSTOW 220 E. MOUNTAIN VIEW ST BARSTOW, CA 92311 WILLIAM HENDERSON Telephone: 760/255-5157 0nginal Contract Amount., $782,765 Final Contract Amount., $786,834 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number' ABBOTT ROAD STREET IMPROVEMENTS / 10043U Start and Finish Dates a 09/2010 - 12/2010 Updated February 2016 26 SULLY -MILLER CON'I'RACTINCr CO. BIDDER'S EXPERIENCE AND QUALIFICATIONS Project Description., AC GRIND & OVERLAY, PCC IMPRV., ADJUST UTILITIES, ELECTRICAL, ROOT PRUNING/TREE TRIMMING/TREE REMOVAL, STRIPING & MARKING, STORM DRAIN STRUCTURES Agency Name: CITY OF LYNWOOD 11330 BULLIS ROAD LYNWOOD, CA 90262 Contact Person: PAUL NGUYEN Telephone: 310/603-0220 Original Contract Amount., $1,267,754 Final Contract Amount- $1,601,267 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number- DAISY AVENUE /10042C Start and Finish Dates. 09/2010 - 03/2011 Project Description: PULVERIZE, CLEAR & GRUB, BOLLARDS REMOVAL, REFURBISH BOLLARDS, TREE & STUMP REMOVAL, TREE PRUNE, ADJUST MANHOLES & VALVES, ELECTRICAL, ADJUST SURVEY MONUMENTS, CONCRETE IMPRV., GRANITE, AC, FIREHYDRANT MARKERS, STRIPING & MARKING, LANDSCAPE, UNDERGROUND Agency Name: CITY OF LONG BEACH 333 WEST OCEAN BLVD LONG BEACH, CA 90802 Contact Person: ERIC LOWE Telephone: 562/570-5176 Original Contract Amount- $1,312,217 Final Contract Amount: $1,362,408 Change in original contract amount is due to extra work and/or contract change orders adding work. Project Name/Number: STATE STREET /10037U Start and Finish Dates: 08/2010 - 03/2011 Project Description: REPAIR OF PCC PAVEMENT AND SW/RAMPS/DW Agency Name: CITY OF SOUTH GATE 8650 CALIFORNIA AVENUE SOUTH GATE, CA 90280 Contact Person: DANIEL GRUEZO Tolcphone: 323/357-9657 Original Contract Amount- $1,299,973 Final Contract Amount- $1,546,185 Change in original contract amount is due to extra work and/or contract change orders adding work. Updated February 2016 27 TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTIFICATION 2015-16 Annual Overlay Project Bid No, ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California The bidder under penalty of perjury, certified that except as noted below, he/she or any person associated therewith in the capacity of owner, partner, director, office manager: is not currently under suspension, debarment, voluntary exclusion or determination of ineligibility by any federal AGENCY; has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal AGENCY within past three years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space, NONE Exceptions will not necessarily result in denial of award, but will be considered in determining bidders' responsibility. For any exception noted above, indicate below to whom it applies, initialing AGENCY, and dates of action. NOTE: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. C-5 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2015-16 Annual Overlay Project Bid No. ENG-16-16-MO109 Project No. M0109 City of Santa Clarita, California This bidder SULLY -MILLER CONTRACTING ClWoposed subcontractor ""••`""'"•'"•`""'•""`"""' , hereby certifies that he has x , has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925.11114, or 11246, and that he has x , has not , filed with the Joint Reporting Committee, and Director of Office of Federal Contract Compliance, a Federal Government contracting or administering AGENCY, or the former President's Committee on Equal Employment Opportunity, all reports that are under the applicable filing requirements. Company: SULLY -MILLER QONTRACTING COMPANY Title: Date: DENNIS GASEN, VICE PRESIDENT MAY 5, 2016 Note: The above certification Is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60-11(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause as set forth In 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO -1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime CONTRACTORS and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such CONTRACTOR submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor, BIDDER'S INFORMATION AND CERTIFICATION Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION Bidder certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder, Furthermore, Bidder certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. Bidder's Name:. SULLY -MILLER CONTRACTING COMPANY Business Address: 135 S. STATE COLLEGE BLVD., #400, BREA, CA 92821 Telephone No.: 714/578-9600 State CONTRACTOR'S License No. & Class: .7476121A Original Date: MARCH 30, 1998 Expiration Date: MARCH 31, 2018 The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal: *** PLEASE SEE ATTACHED CERTIFICATE OF INCUMBENCY & RESOLUTION *** The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture are as follows: ,1•].L C-7 0 QUJ m? LLJ VZJ w w FUS ZJ� 0 L L) Q H U) PO V > O _Z U Z O w J J 00 Z d O CQ J r CQ DO v (A U Q �' o Zi 12/11/2015 California Department of Industrial Relations - Contact DIR Press Room I Contact DIR I CA.gov Go to Search Home Labor Law CaUOSHA• Safety & Health Workers' Comp Self Insurance Apprenticeship Director's Offico Boards Public Works Public Works Contractor (PWC) Registration Search This is a listing of current and active PWC registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720 ofthe California Labor Code.) Enter at least one search criteria to display active registered public works contractor(s) matching your selections. Registration Year: I Current Fiscal Year. 2016 • PWC Registration Number: I example: 1234567890 Contractor Legal Name: ully-Miller Contracting Company Contractor License Lookup License Number: 47612 County: Select County • 1000003664 Search #.__ Reset Export as: Excel I PDF Search Results One registered contractor found. 1 Details Legal Name Registration County City Registration Expiration i r Number Date Date - I�View SULLY -MILLER CONTRACTING COMPANY 1000003664 ORANGE — BREA 106/17/2015 06/30/2016 v2.20150806c About DIR Work with Us Learn More Who we are Licensing, registrations, certifications & permits Site Map DIR Divisions, Boards & Commissions Notification of activies Frequently Asked Questions Contac+ DIR Public Records Act Jobs at DIR Conditions of Use Privacy Policy Disclaimer Disability accommodation Site Help Copyright m 2015 State of Caltfomia https://efiling.dir.ca.gov/PWCR/Search.acton 1/1 CERTIFICATE OF INCUMBENCY AND RESOLUTION 1, Anthony L. Martino, II, do hereby certify that I am the Secretary of Sully -Miller Contracting Company, a Delaware corporation, and that as such I have access to and custody of the corporate records and minute books of said corporation, And I do hereby further certify that the following persons are duly elected officers of said corporation, TITLE Chairman Of The Board President Vice President, Chief Financial Officer and Treasurer Vice President of Operations Vice President Vice President Secretary Assistant Secretary Assistant Secretary NAME John Harrington David Martinez Timothy P. Orchard William Joseph Thomas Boyd Scott Bottomley Dennis Gansen Anthony L. Martino 11 Jae Won Raymond Sanchez I further certify that the following is a true and correct copy of a resolution duly adopted by the Board of Directors of said Company at a meeting held on December 10, 2015, and that this resolution has not been in any way rescinded, annulled, or revoked but the same is still in full force and effect: "BID TENDERS: GENERAL RESOLVED, that any officer of the Corporation be and they hereby are authorized in the name and on behalf of the Corporation, under its corporate seal or. otherwise (i) to prepare proposals and bids for the supplying of construction materials and the performance by itself or in joint venture, of work of whatsoever nature in connection with the construction or paving of highways, roads and airports and in connection with earthworks and civil engineering projects of all kinds, together with all work incidental thereto, (ii) to execute and submit any and all such proposals and bids to any governmental authority, instrumentality, or agency of the United States, its several states, territories and possessions, including without limitation, any municipality or other political or corporate subdivision thereof, and to any corporation, partnership, sole proprietorship, or other business entity, (iii)-iiicomiection with any such submission, to deliver bid deposits or bonds as may be required and (iv) to execute and deliver definitive agreements binding the Corporation to perform work in accordance with any proposals and bids authorized hereby," IN WITNESS WIIEREOF, I have hereunto set my hand and affixed the corporate seal this 18th day of January 2016. (SEAL) Anthony I.. artino, U Secretary Sully -Miller Contracting Company 135 S. State College Blvd., Ste. 400 Brea, CA 92821 All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: NONE IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 5TH day of MAY 2016 BIDDER: _ w Signature DENNIS GANSEN, VICE PRESIDENT Name and Title of Signatory SULLY -MILLER CONTRACTING COMPANY Legal Name of Bidder 135 S. STATE COLLEGE BLVD., #400, BREA, CA 92821 Address 714/578-9600 33-0787630 Telephone Number Federal Tax I.D. No. SIGNATURES MUST BE MADE AND NOTARY ACKNOWLEDGMENTS OF EXECUTION OF BIDDER MUST BE ATTACHED *** PLEASE SEE ATTACHED NOTARY JURAT FOR PROPER WORDING *** Subscribed and sworn to this _ day of , 20� Notary Public C-8 (SEAL) CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 '�C:c'C.aY'�C'��xf'k�{'.[�:�;Gcs-�5.;�iY:r.�a.4`.s"Y';�:4:•r:a-+c...'�Ci��S.�CS'S?,�ti.n�-A:i'. - - - •--,�.�Y'.., .,, .. _ _ ❑ See Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this 5th day of May 20-t6— by 016 .by Date Month Year (1) (and Dennis Gansen Name(s) of Signer(s) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. -r;;;T Slgna#u Signature t-Hodrry Publ" OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bidder's Information and Certification Document Date: Number of Pages: Signer(s) Other Than Named Above: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5910 MARIA L. RUIZ Commission # 2003065 �r,�,, 3 Notary Public California Los Angeles Couniy f44 Comm. Expires Jan 5, 20 i 7 Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this 5th day of May 20-t6— by 016 .by Date Month Year (1) (and Dennis Gansen Name(s) of Signer(s) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. -r;;;T Slgna#u Signature t-Hodrry Publ" OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bidder's Information and Certification Document Date: Number of Pages: Signer(s) Other Than Named Above: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5910 BID SECURITY FORMS FOR CHECK OR BOND TO ACCOMPANY BID NIA NOTE: The following form shall be used in case check accompanies bid. Accompanying this Proposal is a *certified/cashier's check payable to the order of the City of Santa Clarita for: dollars ($ ), this amount being not less than ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the properly of said AGENCY provided this Proposal shall be accepted by said AGENCY through action of its legally constituted contracting authorities, and the undersigned shall fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the check shall be returned to the undersigned, Project Name: 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 Bidder's Signature CONTRACTOR Address City, State, Zip Code * Delete the inapplicable work. NOTE: If the bidder desires to use a bond instead of a check, the following form shall be executed. The sum of this bond shall be not less than ten percent (10%) of the total amount of the bid. C-9 PROPOSAL GUARANTEE BID BOND 2015-16 Annual Overlay Project Did No. ENG-1616-MO109 Project No. M0109 City of Santa Clarita, California KNOWALL MEN BY THESE PRESENTS that Sully -Miller Contracting Company as BIDDER, and Liberty Mutual Insurance Company _ as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, In the penal sum Ten Percent of the total amount bid dollars ($ 10% 1 which Is ten percent (10%) of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of whlch sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid Is rejected, or if said bid Is accepted and the contract Is awarded and entered Into by BIDDER In the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY. IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this 19th Clay of Aril ,20 Sully -Miller Contracting Company BIDDER: Signature _Dennis Gansen-„Vi Pc.s;rlent Name and Title of Signatory 135 S State Colleae Blvd -.Ste 400 8test. G6 92132LZ14 57€3 960Q Address SURETY* Liberty Mutual Insurance Company 8044 Montgomery Rd., Ste 150E, Cincinnati OH 45236 513-792-18 1 Victoria M. Campbell, Attorney -in -Fact 18101\Aon Karman, Ste 600, Irvine, CA 92612 949-885-1200 Subscribed and sworn to this NOTARY PUBLIC day of — ... 20_ see attached. (SEAL_) *Provide BIDDER and SURETY name, address, and telephone number and the name, title, address, and telephone number for authorized representative:. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Department's most cul-ent list (Circular 570, as amended) and be authorized to transact business in the State where the project is located. C-10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 a�s�C�'.�.�€F'S,s„`.fu^e'.c:t`.t:fc::..:csc.�s:t':z�-c�ciaa'�=�.�;'�� .,.ti``,act:C'�':�^4 _.�e;.� �..�%"'i'c�`�,�,=,..�r,�r�•ax'�C,i A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California 1 County of Orange ) On May 05, 2016 before me, Date Maria L. Ruiz, Notary Public Here Insert Name and Title of the Officer personally appeared Dennis Gansen Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. MARIA L. R! IIZ F. Commission # 20=65 f 7 Notary Public , Calffornlit fx, r Si atttr Los Angales Counly - My Comm. Expires Jan .2017 Signature o Nr�ta Public 5; Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bid Bond Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Dennis Gansen [X Corporate Officer — Title(s): Vice -President ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Sully -Miller Contracting Co. Signer's Name: ❑ Corporate Officer — Title(s): _ ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©2014 National Notary Association • www.NationalNotary.org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 °u+�nnr��.n.:�.n_.n.�.r'•..w�.ty.�,."�"�y^�.-.ate ,.��Ch�'`��s�i'�'�.`.r-d`,t-•r*ii.�x��'`'zr"•""'aS.i�Yc`fz�r+.sv,�n".E' i"""ce A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Orange ) On APR 19 2016 _ before me, L. Clark, Notary Public Date Here Insert Name and Title of the Officer personally appeared victoria M. Campbell Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that -Fie/she/titer executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. L. C[ -ARK #1 ° Commission # 1996834 z Signature + a'•4`'' - Notar r• R y Public -California ZSigna6trof Notary Public Los A °geles County '-' my ^omm i x: res Nov 28, 2016 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: - APR 19 2W Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual IN Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Libertv Mutual Insurance Comoanv Signer's Name: ❑ Corporate Officer — Title(s): . ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: —- 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This, Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 7190028 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, _ Linde Hotchkiss; Victoria M. Campbell all of the city of Irvine state of CA each individually if there be mors; than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, ponds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. R IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 30th day of November 2015 � UCAS, ��SI INS *4trl�u trosurt�American Fire and Casualty Company V% The Ohio Casualty Insurance Company 10, Liberty Mutual Insurance Company 1906 0 0 19t4 a 1912 3 ,` 1991 West merican Insurance Company N ysFy 4:rti5•,�.'�1b 3y� raKSF%`.�,�j�rncl M1r'• F y� .afM111. Y J/� ,� } * * * By: Q = STATE OF PENNSYLVANIA ss David M. Care , Assistant Secretary C COUNTY OF MONTGOMERY dp� On this 30th day of November , 2015 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v FO.. v d Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do,LU p execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. O XE E d _> IN WITNESS WHEREOF, I have hereunto subscribed m name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. Q G pqg COMMONWEALTH OF PENNSYLVANIA Q 13�}[Si7l4�4r�f{ Notarial Seal y4 C ' 4 s° t v Teresa Pastella, Notary Public gY; O y or Plymouth Twp., Montgomery County L O ` Teresa Pastella, Notary Public M �g, �s My Commission Expires March 28, 2017 3 M t r�tiyt= O 0 'i]tQ� f�`-��, Member, Pennsylvania Association of Notaries a � c This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance .0 o Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows:sr os C ` ARTICLE IV— OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject O r- 0) C r to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, 4) O = acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective E y^ powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so '� tv p M executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under > = the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. � ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, E oQ > u and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, . M p seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their c o0 Z v respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o executed such instruments shall be as binding as if signed by the president and attested by the secretary. O co Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in- ~ V— fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that lacsimlle or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall W valid and binding upon the Company with the same force and effect as though manually affixed. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing Is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of 4A, J -12 ��an cA.s� war rws� .�: ��arNsu a 4L7 IM, 6) a 1906 0 141 1912 r 199? 4 o gY W ��}} Gregory W. Davenport, Assistant Secretary airnuc^�'rt'� m� .tip !` �✓ .wEa� t 29 of 300 LMS_12973_122013 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California To the CITY OF SANTA CLARITA: In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE "BIDDER'S CERTIFICATION" SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORMA PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION. C-11 NON -COLLUSION AFFIDAVIT 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT STATE OF CALIFORNIA ) ORANGE }} COUNTY OF 1108lAVt 815711M DENNIS GANSEN being first duly sworn deposes and says that he is the VICE PRESIDENT (sole owner, a partner, president, etc.) of SULLY -MILLER CONTRACTING COMPANY the party making the foregoing bid; that such bid is not made in the Interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not Collusive or sham, that said BIDDER has not directly or indlrectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or Indirectly, submitted his bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or AGENCY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or AGENCY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business. Bidder: Signature Title DENNIS GANSEN, VICE PRESIDENT *** PLEASE SEE ATTACHED NOTARY FOR PROPER WORDING *** Subscribed and sworn to and before me this -_^ day of , 20._. Seal of Notary C-12 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 ❑ See Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of _Orange MARIA L. RUli y,l :e Commission # 20030+35 'i N01ar Puhlfc • Caloarnlri Y Los An+geies CQUnty. - M Comm. Expires .tan 5, 1,017 k, Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this 5th day of May 2016 by Date Month Year (1 ) Dennis Gansen (and (2) Name(s) of Signer(s) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Sign e Signature o ary Publi OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Non -Collusion Affidavit Number of Pages: Signer(s) Other Than Named Above: Document Date: ©2014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5910 BIDDER'S QUESTIONNAIRE 2015-16 Annual Overlay Project Bid No. ENG-16-16-MO109 Project No. M0109 City of Santa Clarita, California If the bidder has answered the questionnaire within the past year and there are no significant changes in the information requested, then the bidder need not file a new questionnaire. If there are changes, indicate those changes. Should the space provided not be adequate, so indicate and complete information on a separate page(s) and attach hereto. 1. Submitted by: SULLY -MILLER CONTRACTING COMPANTelephoi?(-?: 714/578-9600 Principal Office Address: 135 S. STATE COLLEGE BLVD., #400, BREA, CA 92821 2. Type of Firm: Corporate: XXX Individual: Partnership: Other: 3a. If a corporation, answer these questions: Date of Incorporation: JUNE 16, 1997 State of Incorporation' DELAWARE Presidents Name: DAVID MARTINEZ Vice -Presidents Name: DENNIS GANSEN Secretary or Clerks Name: ANTHONY L. MARTINO, II Treasurer's Name: TIMOTHY P. ORCHARD 3b. If a partnership, answer these questions Date of organization: _. -State Organized in: Name of all partners holding more than a 10% interest: C-13 BIDDER'S QUESTIONNAIRE (cont'd) 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California Designate which are General or Managing Partners. 4. Name of person holding CONTRACTOR'S license: DAVID MARTINEZ & TIMOTHY P. ORCHARD License number: 747612 Class: A Expiration Date: MARCH 31, 2018 5. CONTRACTOR'S Representative: DENNIS GANSEN Title: VICE PRESIDENT Alternate: RAYMOND SANCHEZ Title: ASSISTANT SECRETARY 6. List the major construction projects your organization has in progress as of this date: *** PLEASE SEE ATTACHED *** Owner: (A) _ (B) Project Location: Type of Project: C-14 0 oauu�eJsgn z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 39i7fi z z z z z z z z:j z z IIIz z z z z z I z z z z z z z z z z z z z z z'. z epunjeiap a9 z Y z z z z > z z z z z z z z > z z Y > z z z z z z z z z z z aaano a a v a v w a w v v e a v a e v v v v v v v v � a � e v v a v v W O y O r d' n a LL's V N 41, N 0 o a o a o 0 0 o o o a o 0 0 a V Z pO m N Op � M N < T h Rh t00 O OO Ohl N O O a O r M O O m O O N O O YOY O fN° V -: Q, SC Q Y OOa t° 0 I� tM� O h O frD N tM0 00i Obi O M T N fD In t� eat IO N �m � d' N r I a R[ N OI N I� M h N 10 M N N N iJ TL E C O O C a N O C C ti d m j� ij p = N L C w C N Q n Q: tt O O as a O m = (� Q a N O m rn d > U m U) cS p N ° o" m ° m $ ` a $ � °1 c vo ao Q _ Wc ;0 av a U a U IN > 0 EW `m v a , a > E E E o > > v > > a N J J z O J d5 DI N im a o p Km° K ° U UQ yCm, tf°°ry9 O 0 a o Z Y z0 0 W N ❑ °°C J° ❑y ❑ ymOm >° ZU N LLO LLO LLaO } a = o O L' b m � o m v m U t c E c O m O m = e ti W d r > C O E O e o n > a U z m m V7 o O U` " I > z � E � 3` c � z av m c ~ c 4 p a 2 e e W U y a o •o LU L = m E O ofii a m U c >a m m maf N Occ Fa- m my € a m w Ual —•C cam° Cl) = lawi> T C o l >E m (n N9 T2 IO Nc aw 0m C9 .2d- Q W w LW•Ua E ZQF ` mtm fv/1 U 0 W Y of N xrN ¢°€ � rF �m a1 � U1 of rm U momo c U U n t>Qo of mvi � v o o a • �• ul a Y N d E c `° a m o m a m L) z Ox N m O N m N W L r =❑ m LL a to m x❑ y m >. n m N v ` W 0 d s v v e g o o m x m' Z m Z m U o g o Z m o 1 0 U 0 m U g U g 9 m d_ c a o w c m> m W v x �c D ED 'o U '9 R 5 W m m h m OI o O M N m T M o yy m W M h M N .a0-• N O M m m a r r m m m M r m n n w m chn N 0r: � 9: � 0 le 0 a g a g g g g g g g g g g g g a z g a� g g g g g Z z Z zi 3 ❑ m �a z z z z z z z z z z z z z z z z z z z z z z Z Z I ¢ a¢¢ a¢ a¢ a¢ a a Q a a¢ a a a a¢ Q¢ a a a a¢ -C-1 <1 a¢ i a]Ii1rhim!f Z Z z Z z z z z z z z z Z z z z z Z1964 z z z z z z z z z z z z z z z z z apa4 r z r z z z z r r z r r r z z z z �amv� a v v v v a a v w v a e w v v v v t° f2 1 _ N O O O O O O t� O - N N N h !9 N_ N m Q N "F•�• V O o 00 n O o O o O O D1 rn O o m b o Y'! m O n O o O 0 d � (upi Dnppp � rn � °� <v tO 1° . Q: tN S• l o o p } °—�� m U m a a a i E y C EO y o O 2 02 - °w m o o m o o c w m a m 0 9 S S Air 'SS- S o d' J 0 Ix w w o m o m E o B r e a 'e € R N a 0 p e va m m Z cl J V m J w ° C N C E F+, c r$° E E , v E c o co LL N m 2 v z z m o m Z m O Z m m Z 3 ° ER .� .� a E c O E o E O = v m r E o o w ' 2 x m -a m ° -m' g U o m A wo �-� a ° v o" �' LU �' E b v E g LL) = J x 0 3 d A O E L N N ~ L Q u 12 a cc rn E ° m m @ J x •� m U U g m U mm o U o 0 0 v < J m d x Onl � V O °Nl Ol � f0 tfD�l W m N � h O O O n 0 CGG n 001 m o T m s aC m s I� m o n OOOGGG'D m m 0 � m o u�1 t0 m s tmD s 10 N o N s V s N o a ¢ ¢ g ¢ Q ¢ ¢ ¢ m m 2 m 2 U z z z z z z Z z z z a =9!�¢ ¢ Q ¢ ¢ Q Q Q Q a Q ¢ Q Q Q Q ¢ CERTIFICATION OF NON -SEGREGATED FACILITIES 2015-16 Annual Overlay Project Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California The CONTRACTOR certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The CONTRACTOR certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The CONTRACTOR agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The CONTRACTOR agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. CONTRACTOR DENNIS GANSEN, VICE PRESIDENT Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor — 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 — Friday, February 16, 1968 -- p. 3065). C-15 ADDENDUM NO. 1 April 28, 2016 2015-16 ANNUAL OVERLAY PROJECT Bid No. ENG-15-16-MO109 Project No. M0109 City of Santa Clarita, California This Addendum shall be considered as a part of the bid documents for the subject project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original documents, this Addendum shall govern and take precedence. Contractors are hereby notified that they shall make any necessary adjustments in their proposals on account of this Addendum. It will be construed that each proposal is submitted with full knowledge of all modifications and supplemental data specified herein. Contractors shall acknowledge receipt of this Addendum in the appropriate space provided on the Proposal. The following is hereby added and/or amended: NOTICE INVITING BIDS REVISED NOTICE INVITING BIDS - Section A Change Bid Date to Thursday, May 05, 2016. Bids must be submitted to Purchasing, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355, before 11:00 a.m., on May 05, 2016, at which time, or shortly thereafter, they will be publicly opened and read in Suite 120. PROPOSAL — PROJECT BID SCHEDULE REVISED PROJECT BID SCHEDULE See attached Bid Schedule. Contractor shall use attached revised Bid Schedule for Bid Proposal. SPECIAL PROVISIONS -7i -TECHNICAL Section F1 - General Construction Information, F1-6 Order of Work Add a second paragraph: 'Streets that are scheduled for surface reconstruction (i.e. removal of existing asphalt pavement and in some instances portions of the underlying aggregate base) shall be paved back on the same day the existing pavement was removed. Therefore, the Contractor shall schedule the required pavement work on these streets so that an asphalt concrete base course can be paved and finished at the end of each work day ensuring that no subgrade stays exposed at the end of the work day." 1 of 34 2 Section F2 - Construction Materials and Methods, 1`2 -GA Measurement and Payment Add after the second paragraph: "The measurement and payment for "SPEED HUMP", complete in place, will be made at the contract unit price per EACH as shown in the Bid Schedule. The above contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in constructing asphalt concrete SPEED HUMP, tack coat, complete as detailed, and as specified in the Standard Specifications and these Special Provisions." Section F2 - Construction Materials and Methods, F2-10 Cold Planing Add bold language to first paragraph: "The existing pavement adjacent to existing gutters, cross gutters or at the ends of overlays, at equipment crossings and at bridge approaches shall be cold planed as specified herein. Limits of cold planing will be determined by the Engineer prior to construction. The depths and dimensions of the cold planing and keycuts are designated on the Plans. Cold planing will be used for removal of existing pavement on those roadways designated for cold planing and replacement of the asphalt concrete, and may be used for Digouts. Keycuts, also referred to as wedge grinds, may remove subgrade/aggregate base materials at locations where surface reconstruction is specified. 4 Section F2 - Construction Materials And Methods, F2-10 Cold Planing Add bold language to second paragraph: "The Contractor shall schedule the work such that permanent paving (i.e. base course if more than one lift is required) shall be completed on the same day the cold planning occurred. At no time will it be allowed that the cold planed pavement surfaces are open to public traffic. During milling operations of any kind the Contractor shall provide a full-time non -working supervisor in addition to the job foreman to provide oversight and guidance. The full-time non- working supervisor shall be in constant communication with the City's inspector to resolve any issues arising during the milling operations." 5 Section F2 - Construction Materials and Methods, F2-10.6 Measurement and Payment Add Bid Item: "WEDGE GRIND (0.5" DEEP)", "WEDGE GRIND (0.75" DEEP)", "WEDGE GRIND (1" DEEP)", "WEDGE GRIND (1.75" DEEP)", will be measured and paid for per LINEAR FOOT. Payment will be made at the unit price bid on the basis of actual measured quantities of wedge grinding completed in accordance with the Plans and these Special Provisions irrespective of the material encountered (e.g. existing pavement, subgrade/aggregate base). Such payment shall be considered full compensation for providing all labor and equipment and performing all work. 6 Section F2 - Construction Materials and Methods, F2-13 Subgrade_jtMiaration Add bold language to paragraph: "Onsite subgrade material including subgrade material from other locations wlthin the limits of the project may be used. Contractor shall moisture condition the subgrade material to the optimum moisture content as obtained by ASTM D1557 and compact to 95% maximum dry density as determined by ASTM D6938. Contractor shall provide laboratory compaction curve results and compaction testing results to Engineer. Contractor shall take one subgrade sample from each street scheduled for surface reconstruction and determine maximum dry density. Compaction curve results shall be submitted to the Engineer one week prior to removal of existing pavement. Subgrade areas that do not meet the compaction 2 of 34 requirements shall be reworked and retested or over -excavated as described below." 7 Section F2 - Construction Materials and Methods F2-18 Full Depth Reclamation FDR Add the following Section to the Special Provisions - Technical as Section F2-18" FULL DEPTH RECLAMATION (FDR) MATERIALS AND EXECUTION 1. Description Full Depth Reclamation (FDR) consist of reconstructing the existing distressed pavement of Plum Canyon Road by in-place recycling of the pavement materials and treating with portland cement to enhance the structural properties of the recycled materials. This work shall consist of pulverizing existing roadway materials and uniformly mixing with portland cement and water. The mixture shall then be compacted, finished, and cured in such a manner that the in-place cement treated mixture forms a dense, uniform mass conforming to the lines, grades, and cross sections shown on the Plans. 2. Materials Recycled On -Site Materials: Material to be treated with portland cement may consist of pulverized asphaltic concrete, concrete, and existing aggregate base. Existing pavement material shall be pulverized so that 100 percent will pass a 2 -inch (50 -mm) sieve and a minimum of 85 percent will pass a 1 -inch (25 -mm) sieve. If underlying soil conditions are unstable due to high moisture content, Contractor shall notify the Construction Manager for additional direction. Portland Cement: All cement to be used or furnished shall conform to ASTM C150. The cement shall be protected from moisture until used and be sufficiently dry to flow freely when handled. Cement shall be furnished in bulk and not exposed until applied to prepared grade. Water: Water shall be free from oils, acids, organic matter or other substances deleterious to the cement treatment of materials. The water shall not contain more than 1000 parts per million of chlorides nor more than 1000 parts per million of sulfates as SO4. Water shall be clean and potable and shall be added as needed during mixing, compacting, and finishing operations and during the curing period, as required. Cement Application Rate: For bidding purposes, contractor shall use a portland cement application rate of four -percent (4%) by weight of the proposed blend of recycled pulverized asphalt pavement and aggregate base course. Contractor shall also submit an add/deduct price per ton for portland cement that may exceed or reduce the four -percent (4%) base application rate. The actual target cement application rate for construction shall be determined by laboratory testing and shall be submitted prior to pulverizing the roadway. FDR -Cement Mixture: A preconstruction laboratory mix design shall be submitted to the City that identifies the proportions of recycled pulverized asphalt pavement and aggregate base course used and the resulting gradation, and the recommended target contents of water and cement as percentages by weight of the blend of recycled materials. The mix design shall also include results of compressive strength testing of corresponding mixture specimens per ASTM D4832* after 7 days of 3 of 34 curing, for which the minimum requirement shall be 300 psi. Maximum compressive strength after 7 days of curing shall be 400 psi. *If z70% passes the 3/" sieve size, use ASTM D1633 instead. 2. Contractors Qualification The contractor performing FDR cement stabilization shall provide proof of a minimum of five years of experience performing similar cement stabilization work; a list of projects dating back to 2009 shall be submitted. The contractor shall submit a list of equipment to be utilized in performance of the cement stabilization work. The contractor shall submit a detailed description of work procedures for approval by the City prior to beginning FDR cement stabilization work. The contractor performing FDR cement stabilization shall have a representative on site with a minimum of 5 years' experience in cement stabilization; a list of projects dating back to 2009 shall be submitted. Their function should include coordinating with other contractors and site representatives. All personnel should be properly trained in the FDR treatment process, including quality control and safety procedures. 3. Protection of Existing Utilities Where existing underground utilities or utility services lie within the FDR section, the contractor shall verify, by potholing or other means acceptable to and approved by the City, that there is sufficient cover over the utilities to provide clearance for the FDR mixing process without damage to the existing utility facilities. This verification shall be carried out where each utility crosses the boundary of the FDR section, and at a minimum of one location in between. This paragraph shall not relieve the Contractor of conforming to all utility protection requirements contained elsewhere in these Technical Specifications. The Contractor shall be responsible for the protection of existing pipelines; manholes, catch basins; valve boxes and other utility structures that are to remain within the FDR work area. Any such utility facilities that are damaged from roadway excavation work performed by the Contractor shall be either repaired or replaced to the satisfaction of the City at no cost to the City, in accordance with Section 5- 1.36, "Property and Facility Preservation" of the Standard Specifications. 4. Equipment The FDR section shall be constructed utilizing a combination of equipment that will produce results that meet all the requirements herein. The list of equipment shall be submitted at the beginning of the project. The Engineer/Construction Manager prior to use shall approve such machines. Cement Spreader: The cement spreader shall be equipped with such instrumentation and control equipment to control spread rates over variable travel speeds. The operator shall demonstrate that the instrumentation and control equipment is calibrated and capable of controlling the spread rates within specifications. Mixer: The mixing equipment shall be capable of mixing the full -specified depth of cement treatment, leaving a relatively smooth plane at the bottom of the FDR section. Mixing equipment shall be equipped with a visible depth indicator showing the mixing depth, and odometer or footmeter to indicate travel speed, and a controllable water additive system for regulating water added to the mixture. 4 of 34 Compactors: When compacting cement treated sections greater than eight (8) inches, a sheepsfoot type compactor capable of compacting the entire section to the project specification shall be used. 5. Construction Methods Preparation of Existing Pavement: The existing base material shall be pulverized to a depth of 15 inches. When the thickness of the existing base section is less than 15 inches, the pulverized depth may be reduced per Engineer / Construction Manager's approval. The pulverized materials shall be graded to conform to the final grades (final grades equal existing grades) and cross slopes as shown on the plans minus 7 inches prior to application of the cement. Where existing grades need to be matched (e.g. driveways, cross streets) the pulverized materials shall be graded to allow for construction of the 7 -inch asphalt pavement. Grading operations will require moving of material on site. No more of the existing roadway sections shall be pulverized or removed in any working day than can be relayed as specified above in that working day. Pulverized material shall be temporarily compacted at the end of each day with a smooth drum roller, to allow for traffic. Portland Cement Application: The portland cement shall be applied in one operation to the required width, grade and cross section. Cement shall be evenly spread at the designated rate and shall not vary more than 10 percent on any area. Only a calibrated spreader able to provide a uniform distribution of the cement throughout the treatment area shall spread cement. The cement shall be added in a dry state and every precaution shall be taken to prevent dusting. The spreader truck shall demonstrate the ability to maintain a consistent spread rate over variable travel speeds. The contractor will demonstrate the consistency of the spread rate by conducting multiple pan tests. The pan test consists of placing a 3 square foot pan on the grade in front of the spreader truck. After cement has been spread, the cement is weighed to determine the rate of spread in pounds per square foot. Truck tags will be used to verify amount of cement delivered to project. No traffic other than the mixing equipment or other related construction equipment will be allowed to pass over the exposed cement until after completion of mixing. Cement shall not be spread or mixed/hydrated while the atmospheric temperature is below 35° F or below 1.67° C. At the Engineer/Construction Manager's discretion, processing will be allowed if temperature is rising. Mixing and Hydrating: The depth of treatment shall be the' depth designated on the Plans or as determined by the Engineer. In areas where mixer cannot access, such as around manholes or curbs, Contractor shall process the same day by pulling the material away from obstacles immediately after cement application. Material and cement shall be relayed to an area accessible to mixing equipment. Cement treatment can be conducted in one lift provided the contractor can demonstrate that the spread rate, particle size, and compaction can be achieved. The mixer shall be capable of automatically adjusting itself to maintain a constant depth. On the initial mix, the water truck must have a solid connection to the mixer. The water shall be injected directly into the mixing chamber and 5 of 34 shall produce a homogenous blend free from streaks or pockets of dry cement. Leakage of water from equipment will not be permitted. Care shall be exercised to avoid the addition of any excessive water. When mixed material, exclusive of one inch or larger clods, is sprayed with phenolphthalein alcohol indicator solution, areas showing no color reaction will be considered evidence of inadequate mixing. Contractor is required to complete mixing and initial compaction of the FDR -cement section within 2 hours of initial hydration of cement. Compaction: Maintain moisture above the optimum moisture content, but within allowable range as determined by the moisture/density relationship of the compaction curve. The FDR -cement section shall be compacted to 95 percent of the maximum density as determined by ASTM D1557. The maximum compacted thickness of a single layer may be any thickness the contractor can demonstrate to the Construction Inspector that his equipment and method of operation will provide the required compacted density throughout the treated layer. Initial compaction: Contractor shall achieve the projects minimum compaction requirement during initial compaction operation. Lift thickness of 4 to 8 inches shall be by means of a steel -tired or pneumatic -tired roller. Lift thickness of 8 to 12 inches shall be compacted by means of a sheepsfoot compactor. Lift thickness greater than 12 inches shall be compacted by a sheepsfoot compactor with an open ring design to prevent bridging of the lower half of the FDR section. Areas inaccessible to rollers shall be compacted to the required compaction by other means satisfactory to the Construction Inspector. Surface compaction: Surface compaction is defined as the upper 3 inches of the FDR section. Surface compaction shall be by means of steel -tired or pneumatic -tired roller. Areas inaccessible to rollers shall be compacted to the required compaction requirement by other means satisfactory to the Construction Inspector. Final Grading: Surface compaction and finish grading shall proceed in such a manner as to produce, in not more than 2 hours from initial compaction, a smooth, closely knit surface conforming to the crown, grades and lines indicated and will be free of cracks, ridges or loose material. Maintain moisture content on surface within allowable range during all grading procedures. All excess material above the grade tolerance specified by the plans should be removed from the grade prior to final surface compaction of the FDR section. This excess material can be used in areas inaccessible to treatment equipment, provided the cement base material is used within the allotted time constraints. The trimmed and completed surface shall be rolled with steel or pneumatic tired rollers. Minor indentations may remain in the surface of the finished material as long as no loose material remains in the indentations. Routine Inspection and Testing: For every 1,000 square yards of FDR or as determined necessary by the Construction Manager, an inspection will be undertaken by the Construction Manager that includes sampling and testing to determine whether the quality of the FDR material and workmanship provided complies with the requirements set forth in these Technical Specifications. Samples of the cement treated FDR blend will be obtained, cured for 3 days as appropriate to simulate field curing methods, and tested for compressive strength, 6 of 34 Traffic Loading: Once the FDR section is finished, contractor may be allowed to place subsequent structural layers over the FDR section provided that the following criteria are met: a. The FDR section is stable and non -yielding under a minimum 15 ton proof -roll. b. The FDR section has no evidence of shrinkage cracking c. The FDR section criteria's have been met, including the FDR section thickness, percentage of cement placed, compressive strength, and quantity or volume of FDR treatment confirmed. Curing: After placement and compaction of the FDR -cement section is completed, it shall be protected against drying and traffic for 3 -days. The City may reduce the 3 -day cure period, based on factors such as degree of traffic, temperature, and stability. Curing shall be moist (water fogging), bituminous seal, or other method approved by the City. If moist curing is used, exposed surfaces of the FDR section shall be kept continuously moist with a fog spray for 3 days. If a bituminous curing is used, it shall consist of liquid asphalt or emulsified asphalt meeting the requirements of Section 94. The bituminous curing seal shall be applied in sufficient quantity to provide a continuous membrane over the soil at a rate of between 0.45 L/m2 and 0.90 L/m2 (0.10 and 0.20 gallon per square yard) of surface with the exact rate determined by the City. It shall be applied as soon as possible after the completion of final rolling. The surface shall be kept moist while the seal is applied. At the time the bituminous material is applied, the soil surface shall be dense, shall be free of all loose and extraneous material, and shall contain sufficient moisture to prevent excessive penetration of the bituminous material. Repair: If the FDR -cement section is damaged, it shall be repaired by removing and replacing the entire depth of affected layers in the damaged area. Feathering will not be permitted for repair of low areas. The Contractor shall use the same roller employed for compaction and apply 3 passes over the section with the roller vibrating at maximum amplitude and traveling at approximately walking speed (approximately 2-3 mph) to apply the micro -cracking procedure making sure that surface damage does not occur. Although surface damage should not occur, the Contractor shall inspect the process for verification and alter the process to prevent surface damage. Measurement and Payment The completed FULL DEPTH RECLAMATION WITH PORTLAND CEMENT (15 -INCH DEPTH) work will be measured by the SQUARE YARD. Full depth reclamation will be paid for at the contract unit price per square yard for Full Depth Reclamation with portland cement (15 -inch Depth). Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work required to reclaim and process the existing materials with portland cement and cure the resultant mixture and any necessary grading and hauling and disposal of all excess material that cannot be placed due to geometrical constraints, as shown on the Plans, as specified in these Technical Specifications and as directed by the Construction Manager, shall be considered as included in the price paid per square yard for the Full - Depth Rehabilitation process and no additional compensation will be allowed therefor. 7 of 34 PORTLAND CEMENT FOR FULL DEPTH RECLAMATION will be paid at the contract unit price per TON as determined by certified weight tags furnished to the City Inspector at the job site. The actual cement content will be adjusted based on the quantity necessary to meet the mix design requirements. MICRO -CRACKING CEMENT TREATED BASE will be measured by the SQUARE YARD. Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work required for micro -cracking with the roller vibrating at maximum amplitude and traveling at approximately walking speed (approximately 2-3 mph)shall be considered as included in the price paid per square yard for Micro -Cracking Cement Treated Base and no additional compensation will be allowed therefor. PAYMENT The contract price paid per square foot for Full Depth Reclamation (FDR) shall include full compensation for all labor, materials, tools, equipment, and incidentals; for doing all the work involved in FDR, complete in-place; for mixing, blending, placing, and compacting the recycled pavement mixture; for reworking all material in overlapping adjacent cuts; for grading and removal of excess material, for protection and maintenance of the recycled layer (including placement of fog seal and sand and sweeping of excess sand); for all test equipment in performing all testing (including mix design, gradation, grade control, profiles and relative compaction tests); for obtaining measurements and recording results of all tests as shown on the plans and as directed by the Engineer. The unit price for "Full -Depth Reclamation (15 -inch Depth)" shall also include all costs for preparing and implementing the Traffic Opening Contingency Plan. 8 Section F2 - Construction Materials and Methods F2-19 - Cold -Central -Plant Recycled Asphalt Concrete Pavement (_CCPRACP) Add the following Section to the Special Provisions - Technical as Section F2-19" COLD -CENTRAL -PLANT RECYCLED ASPHALT CONCRETE PAVEMENT (CCPRACP) General Submittals CCPRACP shall consist of 100 percent reclaimed asphalt pavement (RAP), emulsified recycling agent, and other additives uniformly mixed, spread, compacted, finished, and cured such that the in-place mixture forms a dense, uniform mass conforming to the thickness four (4) inches as shown on the Plans. The Contractor shall submit the following in accordance with Section 2-5-3 of the Standard Specifications: A. CCPRACP mix design Qob mix formula). B, Two, 2 -quart samples of emulsified recycling agent with the CCPRACP mix design submittal. Quality Control Plan per 720-8. 8 of 34 Materials The Contractor shall submit the following to the Engineer during production and placement: Test results and Certificates of Compliance conforming to Section 4-1.5 of the Standard Specifications for the emulsified recycling agent and additive with each delivery to the Work site. Test results may represent a batch or a Day of production. An AASHTO-accredited laboratory shall perform the testing. Certified weighmaster certificates showing the net weight of each load of emulsified recycling agent, additive, emulsified asphalt (fog seal coat), and rock dust blotter (rock dust cover) delivered to the Work site. On a daily basis during cold -central -plant operations, the Contractor shall submit: 1. Quality control inspection records, and sampling and test results. 2. One, 2 -quart sample of emulsified recycling agent from each load delivered to the Work site no later than 1 hour after samples are taken. 3. Batch logs for cement or lime slurry production. 4. Dilution data for emulsified asphalt. During supplemental compaction of the CCPRACP surface: quality control inspection records, and sampling and test results. A. General: Materials include RAP, emulsified recycling agent, additive, and water. Reclaimed Asphalt Pavement (RAP): RAP shall be produced by cold milling the existing asphalt concrete pavement on roadways within the limits of the Work. RAP shall be crushed and screened in accordance with 720-10.D. Emulsified Recycling Agent: Emulsified recycling agent shall conform to the requirements shown in Table 717.1. 9 of 34 Table 717.1: Emulsified Recycling Agent Notes: 1. Modify AASHTO T 59 - distillation temperature of 350°F with a 20 -minute hold. 2. CCPRACP mixture emulsified recycling agent and water application rates to be determined using Work site RAP in CCPRACP mix design and submitted in job mix formula. 3. Target value (TV) is determined for emulsified recycling agent chosen for use and submitted in job mix formula. 4. Sieve residue from distillation on No. 20 sieve before determining viscosity. Paving asphalt used to make the emulsified recycling agent shall be PG 64-10 conforming to Section 203-3.1 of the Standard Specifications. At the Contractor's option, the emulsified recycling agent may contain a latex polymer and/or a rejuvenating agent. The latex polymer shall conform to the requirements shown in Table 717.2. The rejuvenating agent shall conform to the requirements shown in Table 717.3. 10 of 34 Test Method Requirement Minimum Maximum Tests on Emulsion: Sieve test, % of weight sample AASHTO T59' -- 0.1 Residue by distillation, % AASHTO T59' 60 -- Rap Coating Test (min.) AASHTO T59 2 Good Tests on Residue by Distillation: Penetration at 25°C, 100g / 5 sec (TV) min. AASH 10 149 2,4 1 V +/- 25 percent Absolute Viscosity at 60°C, 4 pascal second (x10-1) (TV AASHTO T2171 Report Only Notes: 1. Modify AASHTO T 59 - distillation temperature of 350°F with a 20 -minute hold. 2. CCPRACP mixture emulsified recycling agent and water application rates to be determined using Work site RAP in CCPRACP mix design and submitted in job mix formula. 3. Target value (TV) is determined for emulsified recycling agent chosen for use and submitted in job mix formula. 4. Sieve residue from distillation on No. 20 sieve before determining viscosity. Paving asphalt used to make the emulsified recycling agent shall be PG 64-10 conforming to Section 203-3.1 of the Standard Specifications. At the Contractor's option, the emulsified recycling agent may contain a latex polymer and/or a rejuvenating agent. The latex polymer shall conform to the requirements shown in Table 717.2. The rejuvenating agent shall conform to the requirements shown in Table 717.3. 10 of 34 Table 717.2: Latex Polymer Test on Latex Polymer Test Method Requirement Specific Gravity, min. ASTM 1475 1.08 Tensile strength, die C dumbbell, psi, min. ASTM D412 5 500 Swelling in rejuvenating agent, % max. 48 hours ASTM D471 ° 40% exposure @ 104°F Modified intact film Notes: 5. Tensile Strength Determination, Samples for testing for tensile strength in accordance with ASTM D412 shall be cut using a die dumbbell at a crosshead speed of 20 inches/min. 6, Latex Testing: Suitable substrate for film formation shall be polyethylene boards, silicone rubber sheeting, glass, or any substrate which produces a cured film of uniform cross-section. Polymer film shall be prepared from latex as follows: Resistance to Swelling: Polymer films shall be formed by using a 50 -mil drawdown bar and drawing down 50 mils of the latex on polyethylene boards. Films shall be cured for 14 Days at 75°F and 50% humidity. Samples for resistance to swelling in rejuvenating agent shall be 1" by 2" rectangles cut from the cured film. Cut at least 3 specimens for each sample to be tested for swelling. Fill 3- 8 oz. ointment tins with at least a Y=' deep of rejuvenating agent. Swelling samples shall be weighed and then placed in the ointment tins on top of the rejuvenating agent. Then, add at least another %" deep of rejuvenating agent over each of the latex samples. The ointment tins shall be covered and placed in an oven at 104°F for the specified 48 hours +/- 15 minutes. The ointment tins are allowed to cool to 75°F and then the latex films are removed from the tins. Unabsorbed rejuvenating agent is removed from the intact latex film by scraping with a rubber policeman and blotting with paper towels. If the latex film does not remain intact during removal from the tins or while removing the unabsorbed rejuvenating agent the sample shall be rejected. After the rejuvenating agent is removed from the samples they are then weighed. Percent swelling is reported as weight increase of the polymer film; report mass increase as a percent by weight of the original latex film mass upon exposure of films to the recycling agent. Table 717.3: Rejuvenating Agent Test on Rejuvenating Agent Test Method Requirement Viscosity, 140 F, CST ASTM D2170 50-175 Flash Point, F, COC ASTM D92 380 Min. Saturate, % by weight ASTM D2006-70 30 Max. Asphaltenes ASTM D2872 1.0 Max. Test on Residue Weight Change, % ASTM D2872 6.5 Max. Viscosity Ratio ASTM D2170 3 Max. Water: Water added shall be potable, clean, and free of deleterious concentrations of acids, alkalis, salts, sugar and other organic or chemical substances. Additive: If an additive is specified in the approved mix design, it shall be Type II Portland cement or lime. Portland cement shall conform to Section 201-1.2.1 of the Standard Specifications. Portland cement shall be limited to no more than 1.0 percent by dry weight of RAP. Lime shall conform to the chemical requirements in ASTM C977 except it shall have a minimum of 90 percent available calcium oxide. Air slaked, by-product or waste lime is not permitted and will be rejected. Quicklime shall be supplied from a single source, protected from moisture until application, and sufficiently dry to flow freely when handled. Dry lime shall be high -calcium quicklime. Lime slurry shall be produced at the Work site, The additive shall be incorporated into the CCPRACP mixture as specified in the CCPRACP mix design. 11 of 34 Mix Design Emulsified Asphalt: Emulsified asphalt for fog seal coat shall be CQS-1 h conforming to Section 203-3.4.3 of the Standard Specifications unless otherwise approved by the Engineer. Rock Dust Blotter: Rock dust blotter shall conform to Section 200-1.2 of the Standards Specifications, A. The Contractor shall submit a mix design(s) in accordance with 2-5.3 and 717-02. The mix design(s) shall be prepared by a Caltrans certified testing laboratory, and shall be signed and stamped by a State of California Registered Civil Engineer. The component materials used in the mix design(s) must be the same materials that will be used during CCPRACP production and placement. Based on the characteristics of the RAP taken from the Work site, more than one mix design may be required. The CCPRACP mixture shall conform to the requirements shown in Table 717.4. Table 717.4: CCPRACP Mixture Design Requirements Quality Characteristic/Test Method Requirement Gradation of Reclaimed Asphalt Pavement (RAP): CT 202 Passing 1 -inch Asphalt Content of RAP: CT 362 or CT 379 or ASTM D2172 Method B Report Bulk Specific Gravity of Compacted Samples' z: CT 308, Method C Report Maximum Theoretical Specific Gravityz: CT 309, including provisions of Section J Report Report Air Voids of Compacted and Cured Specimens`: CT 367, Part B Marshall Stability, Cured Specimen : AASHTO T 245, 104 OF min. 1250 lbs. o 4 70 /o Marshall Retained Stability, AASHTO T 245,104 OF based on Moisture Conditioning on Cured Specimen min. z, 3 Ratio of Emulsion Residue to Cement (min.) Raveling Test of Cold Mixed Bituminous Emulsion, ASTM D7196, 50 OF max 3.1 7.0% RAP Coating Test, ASSHTO T595, (min.) Good Notes- 1. 4 -inch diameter mold compaction based on either 75 blow Marshall on each side or gyratory compactor at 30 gyrations. 2. Test specimens after 140°F curing to constant weight between 16 hours and 46 hours. 3. Vacuum saturation from 55 percent to 75 percent. Water bath at 77°F for 23 hours, with the last 30 minutes to 40 minutes in 104°F water bath. 4. The Marshal Retained Stability ratio may be reduced to 60%, providing the saturated Marshall Stability is at least 1500 lbs. 5. Modify ASSHTO T59 using RAP from the Work site, emulsified recycling agent and water application rates that have been determined in the CCPRACP mix design and submitted in the job mix formula. During preparation of the mix design, the Contractor shall determine the target values for penetration at 77°F and viscosity at 1400 of the emulsified recycling agent to be used in the production of the CCPRACP mixture. The Contractor shall provide current test results for the emulsified recycling agent and additives at the time of the mix design. 12 of 34 Emulsified Recycling Agent Percentage This procedure is used to determine the percent and grade of the emulsified recycling agent to be used when producing CCPRACP. A. Core Samples: A representative baseline of core samples for use in the mix design(s) shall be taken from the existing pavement at the Work site. A minimum of one core shall be obtained for each 1/2 lane -mile, and where visual differences in the pavement type, aggregate source, or structural section occur. Cores shall be cut to the depth shown on the Plans for CCPRACP. When core samples indicate a significant variation in the type or thickness of existing pavement courses or aggregate source, separate mix designs shall be developed for each common pavement type segment. A minimum of 350 pounds of RAP shall be obtained from the Work site for use in determining the mix design(s). A representative sample of each common pavement type shall be tested in accordance with California Test 362, California Test 379, or California Test 382 to determine the asphalt content of the RAP. Two mix designs shall be developed for each gradation shown in the following table by recombining the RAP material: Sieve Size Target Value (Percent Passing) Medium Gradation Coarse gradation 1" 100 100 85 ± 2 _ 40 ± 2 _ 5±2 _ 0.3±0.3 3/4" 95+2 No. 4 50 ± 2 No. 30 10±2 No. 200 0.8±0.3 Gradation of the RAP after milling or crushing shall be determined in accordance with California Test 202 with the exception that drying of the RAP samples to constant mass shall be performed at 104 ± 4°F. Mixing Specimen Size: The Contractor shall determine the amount of RAP necessary to produce a 2.5 ± 0.1 inch tall specimen when compacted in accordance with 717- 05.D. Number of Specimens: The Contractor shall select 3 emulsified recycling agent values bracketing the estimated recommended emulsified recycling agent content for the stability tests. The 3 values, in either 0.5 percent or 1.0 percent increments, shall cover a range between 0.5 percent and 4.0 percent by dry weight of RAP. For stability testing 6 samples shall be compacted at each emulsified recycling agent value, 3 for Marshall stability on cured samples, and 3 for Marshall stability on cured samples for moisture conditioning. Two specimens shall be used to determine the theoretical maximum specific gravity in accordance with California Test 309, Section J, with the exception that the loose RAP mixture shall by cured in an oven at 140 ± 2°F to constant weight (0.05 percent 13 of 34 change in weight in 2 hours) for not less than 16 hours and not more than 48 hours. Any agglomerates which will not easily reduce with a flexible spatula shall be left unbroken. Both specimens shall be tested at the highest emulsified recycling agent content in the design, and the lower emulsified recycling agent values shall be back - calculated. Moisture shall be added at a rate expected to match that of water added at the pugmill. If an additive is used, it shall be incorporated in a manner to emulate field production. Mixing of test specimens shall be performed manually, with a mechanical bucket mixer, or by a combination of the two. RAP shall first be thoroughly mixed with water then with emulsified recycling agent, one specimen at a time, at an ambient temperature of 77 ± 4°F. The mixing time with emulsified recycling agent shall not exceed 60 seconds. Compaction of Specimens: Specimens shall be compacted after mixing at an ambient temperature of 77 ± 4°F. For stability testing purposes, specimens shall be compacted in 4 -inch molds with a Marshall compactor by applying 75 blows per side or with a gyratory compactor at 30 gyrations. Molds and test equipment shall remain unheated. Paper disks, when used, shall be placed on the top and bottom of the specimen before compaction, and removed immediately after compaction. Specimens shall be removed from molds after compaction without damage to the samples. Curing Specimens after Compaction: Specimens shall be placed in a 140 ± 7°F forced draft oven with ventilation on the top and sides. Each specimen shall be placed in a small container to account for material loss. Compacted specimens shall be cured at 140 ± 2°F to constant weight (< 0.05 percent change in weight in 2 hours), but for no more than 48 hours and no less than 16 hours. After curing, specimens shall be cooled at ambient temperature for a minimum of 12 hours and a maximum of 24 hours. The same oven conditioning and volumetric measurements on moisture -conditioned specimens shall be used as on other specimens. Moisture conditioning shall be performed on 3 compacted samples at each emulsified recycling agent content value by applying a vacuum of 10 to 26 inches of mercury (Hg) partial pressure for a sufficient duration to vacuum saturate samples to 55 to 75 percent. Saturation shall be calculated by comparing saturated surface mass with dry mass in air, Moisture conditioned samples shall be soaked in a 77 ± 2°F water bath for a minimum of 22 hours and a maximum of 24 hours, followed by a 30 to 40 minute soak at 140 ± 2°F 14 of 34 Testing: Asphalt content of the RAP shall be determined in accordance with California Test 362, California Test 379, or California Test 382. Bulk specific gravity shall be determined on each compacted, cured, and cooled specimen in accordance with California Test 308, Method C. Specimen heights shall be determined in accordance with California Test 308 Section D2e. Alternatively, the height can be obtained from the SGC readout if the gyratory compactor is used. Maximum theoretical specific gravity shall be determined in accordance with California Test 309, Section J, with the exception specified in 717-05.C. Air voids of the compacted and oven -cured samples of each emulsified recycling agent content value shall be determined in accordance with California Test 367, Part B. Corrected Marshall Stability shall be determined in accordance with AASHTO T245 at 140 t 2°F after 2 hour temperature conditioning in a forced draft oven or immersion in a water bath for 30 to 40 minutes. This test shall be performed at the same time as testing of the moisture -conditioned specimens. "Marshall Retained Stability" shall be defined as the average moisture -conditioned specimen strength divided by the average dry specimen strength. Raveling percentage shall be determined in accordance with ASTM D7196. Mix Design Submittal A. The mix design submittal shall include the following: 1. Results of all tests conducted. 2. Gradations of RAP used. 3. Recommended quantity of emulsified recycling agent as a percentage by weight of dry RAP for each gradation. 4. Recommended water content range as a percent of dry RAP for each gradation. 5. Recommended quantity of the additive (if used) as a percentage by weight of dry RAP for each gradation. 6. Compaction apparatus used to form the Marshall test specimens. 7. Target values for the emulsified recycling agent used in the CCPRACP mixture for penetration at 77°F and viscosity at -140°F. 8. For the emulsified recycling agent and additive (if used), the following shall be provided: 15 of 34 Designation or product name. ii. Company name and location of manufacture. iii. Residue content for emulsified recycling agent. iv. Certificates of Compliance with test results. 9. Process for incorporating the additive (if used). 10. Preliminary estimates of the time intervals between CCPRACP mixing and compaction relative to ambient temperature. Equipment Equipment shall consist of one or more cold milling machines, portable equipment specifically designed and constructed to produce CCPRACP at a temporary, stationary location, a paving machine, and rollers. A. Cold Milling Machines: Cold milling machines shall conform to Section 302-1.2 of the Standard Specifications, and be equipped with automatic depth and cross slope controls and capable of maintaining the cutting depth to within 1/4 inch of the depth shown on the Plans. Crushing and Screening E ui ment: Crushing and screening equipment shall be capable of producing RAP of the specified size (1 inch minus) before mixing with the emulsified recycling agent, and of routing all oversize material through the crusher and re -screening to the specified size. 11 A:..:.... ....J El..�...��a:.....:...� 11.—:a IVI.xi Il�_CllIU r1 VE.1lJ1 IIVIIII 1 L4 LI 11� The mixing and proportioning unit shall be calibrated in accordance with California Test 109 such that it dispenses the emulsified recycling agent, water, and the additive at the quantities required to produce a homogenous mixture of thoroughly and uniformly coated RAP of unchanging appearance. The mixing and proportioning unit shall be calibrated not less than 5 Working Days prior to the start of production. Calibration shall only be performed in the presence of the Engineer unless otherwise approved. 2. Pugmill: The mixing unit shall be an on -board, completely self-contained counter rotating twin shaft pugmill appropriately rated by the manufacturer for the level of production. The mixing unit shall be equipped with a belt scale for the continuous weighing of the RAP and a coupled/interlocked computer - controlled liquid metering device. The liquid metering device shall be capable of automatically adjusting the flow of emulsified recycling agent to compensate for any variation in the weight of the RAP introduced into the pugmill. Emulsified recycling agent shall be metered by weight of RAP using a mass flow, coriolis-effect-type, meter capable of measuring the amount of emulsified recycling agent to within 0.5 percent of the amount required by the mix.design or as adjusted in the field and approved by the Engineer. Other additives, 16 of 34 including water as required, shall be controlled and metered based on the weight of RAP introduced into the pugmill. Additives may be introduced volumetrically or by weight in accordance with the mix design. The pugmill shall: a. operate continuously using an integrated microprocessor control system to control the weight of RAP being delivered to the mixing chamber; b. have automatic controls; automatically display digital readings for both the flow rate and the total amount of RAP, emulsified recycling agent, and additives in appropriate units of weight and time. d, be equipped with paddles of a type and arrangement to provide sufficient mixing and movement of RAP, emulsified recycling agent, and additives; and e. be configured such that no build-up of fines or other segregated material develops, and all materials entering at the feed end of the mixing chamber exit uniformly at the discharge end without clumping. Water Storage and Supply Equipment: The water storage and supply equipment shall be capable of providing an independent water source. The water storage and supply equipment control system shall be interlocked with the RAP control microprocessor. The water source for the emulsified recycling agent shall be independent of the water source for cement or lime slurry. Cement or Lime Storage and Supply Equipment: Cement or lime storage and supply equipment shall be equipped with agitators capable of keeping the cement or lime in suspension during transport or when held in the slurry feed tank. Paving Machine: The paving machine shall be a self-propelled, track -equipped spreading and finishing machine ("track paver') conforming to Section 302-5.5 of the Standard Specifications equipped with a fully automatic screed control system. The automatic screed control system shall be in operation at all times during placement. The system shall be either a contact (skid) or non -contact (sonic averaging) system. The skid shall be a minimum of 30 -feet long, mounted on the side of the spreading and finishing machine which will receive the next mat of material, and placed in contact with the pavement surface. The sonic averaging system shall have a ski, a minimum of 24 feet long, mounted on the side of the spreading and finishing machine which will receive the next mat of material. If the CCPRACP mixture is to be placed in a windrow, the track paver shall be coupled to a windrow pickup machine. The integral track paver/windrow pickup machine shall be capable of forward progress at a rate consistent with windrow placement, completely picking up the windrow, and conveying and depositing the CCPRACP mixture directly into the hopper of the track paver. 17 of 34 Rollers: Rollers shall conform to Section 302-5.6 of the Standard Specifications. A minimum of one pneumatic -tired roller weighing 25 tons and one vibratory, double steel drum roller weighing at least 10 tons shall be on the Work site and operated during placement. Rollers shall not be less than 5-1/2 feet wide. Each roller shall have a working water spray system and working scrapers. The number of rollers used shall be consistent with the rate of CCPRACP placement. Quality ControI_Prograrn The Contractor shall implement a quality control program throughout the production and placement of CCPRACP. The quality control program shall consist of the preparation and implementation of a Quality Control Plan. A. Quality Control Plan (QCP): The Contractor shall prepare and submit in accordance with 2-5.3 and 717-02 a QCP which includes the following: 1. Name(s) of personnel responsible for quality control and their qualifications. 2. Name(s) and qualifications of the independent testing laboratory and staff personnel to be assigned. 3. Specific procedures to be followed during CCPRACP placement and production. 4. The organization, responsible parties, and procedures to address quality control issues, the conditions when corrective actions are needed, and implementation of corrective actions when required. 5. Equipment list, including manufacturer, model, and evidence of compliance wnii :.,_ UPI V- _ rU- ern5 _ f �uirei�i�i 71 6. The inspection, sampling, testing, and reporting requirements specified in 717- 08. B. 7. A contingency plan for corrective actions that will be taken to ensure that the Work site will be opened to traffic at the end of each Working Day or at the scheduled or specified time of re -opening. Corrective actions shall include repairing the roadway using hot mix asphalt concrete pavement in conformance with Section 302-5 of the Standard Specifications. Hot mix asphalt concrete pavement, when required, shall be C2 -PG 64-10 conforming to Section 203-6 of the Standard Specifications. 8. Copies of the forms that will be used to provide all required inspection records and sampling and testing results. The Quality Control Plan must be approved by the Agency prior to the start of CCPRACP production and placement. Implementation 18 of 34 General: The Contractor shall retain and provide an independent testing laboratory (ITL) to perform quality control inspection, sampling, testing, and reporting as part of its Quality Control Program. The ITL must be certified by Caltrans. ITL personnel must be certified by Caltrans for the tests they will perform. The Engineer shall have unrestricted access to all information resulting from CCPRACP mix design and quality control inspection, sampling, and testing activities. The Contractor shall satisfy itself that its materials and workmanship, including those of its subcontractors and suppliers, are in conformance with the Contract Documents. 2. Inspection, Sampling, and Testing: The ITL shall perform inspection, sampling, and testing at a rate sufficient to ensure that the CCPRACP mixture, placement, compaction and finish surface conforms to the Specifications. The ITL shall maintain accurate records of all tests it performs as part of its Quality Control Program and shall make these records available to the Engineer upon request. 3. Reporting: The basis of reporting to the Engineer shall be a Lot. A Lot shall be defined as 3,000 square yards or fraction thereof of CCPRACP constructed during the same Day. The CCPRACP mix design information shall be included on the form used to record and report the quality control measurements and calculations. For each Lot, the ITL shall measure or calculate, record, and report to the Engineer each Day the following: a. Weight in tons of material processed. Weight of emulsified recycling agent added in tons. C. Percentage of added emulsified recycling agent by weight of the CCPRACP mixture. The amount of emulsified recycling agent shall be within 0.5 percent of the value established in the CCPRACP mix design. The percent shall be determined based on the ratio of emulsified recycling agent used to the theoretical dry weight of the RAP processed. d. Maximum particle size of the sized RAP prior to the addition of the emulsified recycling agent. If the RAP does not meet the allowable maximum particle size, the test results shall be reported immediately to the Engineer. Re -process the material or take other corrective actions to attain conformance. e. Wet field gradation test results for material passing the 1 inch through No. 4 sieves on the first and every fourth sample. Compare the sieved sample to the gradation band determined from the CCPRACP mix design and adjust the emulsified recycling agent as needed. 19 of 34 f. Maximum obtainable density used for relative compaction calculation. g. Nuclear gauge in-place density and relative compaction. Perform compaction testing within each Lot at 10 random locations. Relative compaction of the Lot shall be the average of the 10 locations divided by maximum obtainable density obtained in the PPVD (as percent). Relative compaction of each of the 10 individual locations must be greater than or equal to 95 percent and less than or equal to 105 percent of the maximum obtainable density obtained in the PPVD. Relative compaction of the Lot must be greater than or equal to 97 percent and less than or equal to 103 percent of the maximum obtainable density obtained in the PPVD. Re -work or re -process any Lot not in conformance. h. Ambient and compacted recycled pavement surface temperatures. Maximum theoretical density under California Test 309 and void ratio (Report Only). On a daily basis during CCPRACP operations, the Contractor shall take and split a sample of the CCPRACP from a location approved by the Engineer. The samples shall be split into 2 parts and the containers labeled with the location and station. The Contractor shall submit 1 container to the Engineer and use the other for testing. The maximum theoretical density shall be determined in accordance with California Test 309. The maximum theoretical density shall be used to calculate the void ratio for each nuclear gauge site and Lot. The Contractor shall report daily, quality control inspection records and sampling and test results. 12 -foot straightedge measurements, both initial and after corrections. k. Rate of fog seal coat application. Rate of rock dust blotter cover application. 4. Adjustments: The Contractor shall adjust the rate of emulsified recycling agent, additive, and water as necessary based on the coating, compaction and breaking properties of the emulsified recycling agent. For any changes made by the Contractor from one Lot to the next, the Contractor shall document the reason for the change and identify each Lot where such changes were made. 5. Rolling Pattern Re -Establishment: A new rolling pattern and a new maximum obtainable density shall be established if any of the following occurs: a. Rate of rock dust blotter cover application. b. Relative compaction of any of the 10 individual locations is less than 95 percent or greater than 105 percent of the maximum obtainable density obtained in the PPVD, C. Relative compaction of the Lot is less than 97 percent or greater than 103 percent of the maximum obtainable density obtained in the PPVD. 20 of 34 d. There are changes in the RAP, or the CCPRACP mixture or proportions. e. There are changes in placement equipment or procedures. f. There is a significant change in temperature or weather conditions, or other environmental controlling factor. g. There is major displacement and/or cracking of the CCPRACP mixture. Should a change in the rolling pattern or additional rolling produce results that do not meet the relative compaction requirements, additional test strips shall be constructed to determine the maximum obtainable density for the CCPRACP mixture being produced, and the rate of emulsified recycling agent, additive, and water for the existing Work site conditions. Just -In -Time Trainina (JITT A. General: JITT is a formal joint training class on CCPRACP materials, equipment, placement, compaction methods, and quality control. JITT may be conducted as an extension of the Pre -Paving Conference per 720-10.0 at the Contractor's option. Construction operations for CCPRACP shall not begin until the Contractor's personnel have completed the mandatory training. Class Requirements: The JITT class must be: 1. At least 2 hours long. 2. Completed within 7 Days before beginning CCPRACP work. 3. Conducted during normal working hours. The following Contractor personnel shall complete JITT: 4. The Contractor's project manager. 5. The Contractor's Representative per Section 7-6.2 of the Standard Specifications. 6. The Contractor's paving foreman. 7. The Contractor's paving equipment operators. 8. Quality control staff. 9. Testing technicians. The following personnel will also be in attendance: 10. The Engineer and other Agency staff. 21 of 34 The training class shall be conducted at a location convenient for both the Contractor and the Engineer. Personnel having attended CCPRACP JITT in the last 12 months must submit certificates of completion when requesting exemption from attendance. The JITT instructor shall be provided by the Contractor, and shall be experienced in the construction methods, materials, and test methods associated with construction of CCPRACP projects. The JITT instructor shall not be an employee of the Contractor, any Subcontractor, or of the Agency. Upon completion of JITT, the instructor shall issue a certificate of completion to the participants. The Contractor and the Engineer will mutually agree to the course instructor, course content, and training site. Just -In -Time Training shall not relieve the Contractor of responsibility under the Contract for the successful completion of the Work in conformance with the requirements of the Plans and Specifications. Submittals: The Contractor shall submit the following to the Engineer a minimum of 21 Days prior to the scheduled date of the JITT: Name(s) of instructor(s) and their qualifications and work experience. 2. Copy of course syllabus, handouts, and presentation materials. 3. JITT facility location. 4. Staff name, title, duties/assignment attending the JITT. Production and Placement A n___ -_i, nnnnnnn J.._1'__ J �___Y__a L_II 'aL__ 1_.L L_ .1'__.Y_J /�. VCI ICI QI. l,rVrrxntir pl VUUVUUI I a IU placer I ICI IL shall I IeiLh 5Ld1 L I IUI UC pCl u l I ICU during wet conditions as determined by the Engineer, or if rain or cold weather (less than 50°F) is forecast within a 48 hour period by the National Weather Service for the most representative and nearest location listed where the CCPRACP is to be produced and placed. The forecast ambient temperature shall be a minimum of 60°F and rising throughout the duration of production and placement operations until initial compaction and protection operations have been completed for that Day's run. Production and placement operations shall cease if the actual ambient temperature drops below 60°F any time after the initial 3 -hour window following start-up. Production and placement, including compaction, shall be completed at least 2 hours before sunset. CCRACP damaged by inclement weather shall be replaced by the Contractor as directed by the Engineer. Sequence of Work: The general sequence of work for production shall be as follows: Cold milling of streets within the limits of the Work. 2. RAP stockpiling. 3. RAP crushing and screening. 22 of 34 4. Mixing and proportioning. The general sequence of work for placement shall be as follows: 5. Pre -Paving Conference. 6. Production and Placement Verification Day (PPVD). 7. Spreading and initial compaction 8. Fog seal coat and rock dust blotter cover. 9. Curing and protection. 10. Supplemental compaction. Pre -Paving Conference: A minimum of 5 Working Days prior to the scheduled start of CCPRACP placement, the Engineer will arrange a meeting with the Contractor's Representative, the Contractor's paving foreman, the CCPRACP subcontractor, materials suppliers, and representatives of the Agency. The following will be discussed: 1. Equipment, 2. Rate of production, delivery, and placement. 3. Production and Placement Verification Day (PPVD). 4. Contractor quality control program implementation. 5. Agency quality assurance. 6. Traffic control. 7. Other topics as may be proposed. Production and Placement Verification Day (PPVD) 1. General: The PPVD is one Day of production and placement that demonstrates the Contractor's capability to produce and place CCPRACP in conformance with the Plans and Specifications for the remainder of the Work. One Day of production shall be considered as a minimum production of 1,500 tons of CCPRACP. One Day of placement shall be considered as placement of a minimum of 8,000 linear feet at a width of one lane. One lane shall be considered a minimum of 10 feet. The area paved during the PPVD may be incorporated into the Work if production and placement conforms to the Plans and Specifications. PPVD placement shall be located such that the resultant pavement does not need to be opened to traffic immediately upon completion of rolling operations. The Contractor shall not open the CCPRACP until the Contractor demonstrates the requirements set forth in these Specifications are met. 23 of 34 The Contractor shall: a. Demonstrate that the equipment, materials, processes, and proposed job mix formula (mix design) is capable of producing and constructing CCPRACP that conforms to the requirements of these Specifications. b. Establish the optimal rates for emulsified recycling agents, additives, and water recommended for the reclaimed asphalt pavement. C. Establish the sequence and manner of rolling necessary to achieve the maximum obtainable density using a compaction rolling pattern developed in the field by the Contractor and reviewed by the Engineer. A rolling pattern for compaction shall be defined as that which produces no increase in density on successive nuclear density tests for any additional passes of the compaction equipment once the maximum density pattern has been identified ("breakover point"). The Contractor shall prepare a rolling vs. density chart that shows the progress of densification from initial lay down through maximum obtainable density at the "breakover point." d. Determine the relative compaction of the CCPRACP by a nuclear gage in accordance with ASTM D2950. If the relative compaction within the PPVD does not meet the density requirements, the Contractor shall construct additional test strips as necessary to determine the maximum density obtainable. Upon completion of the PPVD, the Contractor shall provide a report to the Engineer with the following information: e. The calculated weiaht in tons of CCPRACP material nror_.essed and placed. f. Weight of emulsified recycling agent added in tons. g. Percentage of added emulsified recycling agent in the CCPRACP mixture by weight. Percentage of additive in the CCPRACP mixture by weight. Maximum particle size of the RAP before the addition of the emulsified recycling agent. Maximum obtainable density used for relative compaction calculation. k. Nuclear gauge in-place density and relative compaction every 250 feet along the entire length constructed on the PPVD. Rolling vs. density chart that shows the progress of compaction from initial laydown through maximum obtainable density at the "breakover point." m. Ambient and compacted CCPRACP surface temperatures. 24 of 34 n. Maximum theoretical density determined in accordance with California Test 309 and void ratio (Report Only). 2. Approval: After the Contractor successfully demonstrates compliance with the Plans and Specifications during the PPVD, the Engineer will allow production and placement to proceed for the remainder of the Work. Approval by the Engineer to proceed shall not relieve the Contractor of its responsibility to comply with the Plans and Specifications for the remainder of the Work. The Contractor shall perform additional adjustments as necessary to ensure compliance with the Plans and Specifications. The Engineer shall be informed of such adjustments and such adjustments shall be subject to the approval of the Engineer. If the production and/or placement on the PPVD does not conform to the Plans and Specifications, the Contractor shall determine the corrective actions to be taken, discuss these adjustments or changes with the Engineer, and obtain approval from the Engineer before proceeding to re -work, re -compact, or remove and replace the CCPRACP. The Contractor shall use the same equipment, materials, and construction methods for the remainder of CCPRACP operations, unless adjustments are made by the Contractor and approved by the Engineer. Cold Milling: Cold milling shall conform to Section 302-1 of the Standard Specifications. The existing pavement shall be cold milled to the depth shown on the Plans. The existing pavement shall only be removed by cold milling. Cold milling will be paid for as described elsewhere in these specifications. Crushing and Screening: RAP shall be crushed and screened to a maximum size of 1 inch, and be free of dirt, base material, concrete or other deleterious materials. Water shall be added during crushing and screening as necessary to abate dust and mitigate reconsolidation. Pavement fabric, if present in the crushed and screened RAP, shall not exceed 2 inches in any dimension. Oversized pieces of paving fabric shall be removed and properly disposed of. Inductive loop detector wires, pavement markers, rubberized crack filler and sealer materials, thermoplastic striping and pavement marking materials, Portland cement concrete, and other incompatible materials shall be removed from the RAP prior to stockpiling. Stockpiling: Crushed and screened RAP shall not be stockpiled for longer than 10 Days or in stockpiles greater than 15 feet in height. Mixing and Proportioning: 3. General: The Contractor shall measure and weigh the emulsified recycling agent and the cement or lime additive to be mixed with the RAP. The Contractor shall compare the amount of each against the amount specified in the approved mix design or the adjusted amount approved by the Engineer. 25 of 34 Individual feeds for water and cement or lime shall be equipped with no -flow devices that stop slurry production when either of the individual ingredients is not being delivered to the slurry storage tank. b. Batch Mixing: For batch -type proportioning for slurry production, the following method shall be used: Cement or dry lime shall be weighed with a certified scale. The water meter shall be equipped with a resettable totalizer. If an automatic controller is used to batch the cement or lime it shall also control the water proportioning. If an automatic controller is used to proportion the water the indicated draft of the water must be within one percent of its total draft weight. The test for water meter accuracy shall be for at least 300 gallons of water. iii. When the meter operates between 50 percent and 100 percent of production capacity, the average difference between the indicated water weight and the actual water weight shall not exceed one percent of the actual water weight for 3 individual runs. Spreading: The CCPRACP mixture may be placed in a windrow or deposited directly into the hopper of the track paver. The CCPRACP mixture shall be spread in one continuous pass to the lines, grades, and cross sections shown on the Plans. The wings of the track paver shall be emptied regularly. Handwork shall be minimized while spreading. Based on the ambient temperatures, weather conditions, and type of emulsified recycling agent used, the Contractor shall determine and record the time intervals between spreading and compacting of the CCPRACP. The final time interval shall be recorded in the daily quality control documents. Compaction: 5. General: The Contractor shall perform compaction testing as part of its Quality Control Program per 717-08. The Agency will perform such quality assurance compaction testing as the Engineer deems necessary to correlate to and verify the Contractor's testing. Areas inaccessible to rollers shall be compacted to the required density by other equipment approved by the Engineer. The compacted thickness of each lift shall be a minimum of 3 inches and a maximum of 4 inches. The final compacted CCPRACP surface shall conform to the thickness, lines, grades, and cross sections shown on the Plans. 6. initial Compaction and In -Place Density: Initial compaction operations for each lift shall start no more than 15 minutes behind the track paver unless 27 of 34 otherwise approved or directed by the Engineer. The Contractor shall continuously observe the compaction of the CCPRACP. During initial compaction, the rolling pattern established in accordance with 717-10.D shall be followed unless changes in the CCPRACP mixture or placement conditions occur and a new rolling pattern is established. Rolling that causes cracking, major displacement, and/or any other type of pavement distress shall be discontinued until such time as the problem can be resolved. Discontinuation and commencement of rolling operations shall be at the discretion of the Engineer. Rolling shall be performed in a manner that results in starting and stopping taking place on previously compacted material. If moisture cracking occurs during the vibratory compaction mode, the vibrators shall be turned off and static rolling only performed. If moisture cracking continues under static steel drum rolling, compaction shall cease, the mat allowed to further cure in order for additional moisture to escape, and pneumatic -tired rolling commenced, followed by steel drum rolling. This procedure shall be followed until there is no longer any displacement of the mat produced by rolling. The Contractor shall ensure that aggregate from the CCPRACP mixture does not stick to the drums or tires of the rollers. Water shall be uniformly applied to the tires and drums, along with mechanical means to keep aggregate from sticking. Sufficient water shall be applied to keep drums and tires clean, but not so much that water pools or ponds on the pavement surface. The final compacted surface of the CCPRACP mixture shall be free of ruts, hiimnc inrlantntinng rnvalinn irraniilaritiac nr canranatinn Tha cmnnfhnacc of the finished surface shall be checked regularly during placement using a 12 -foot long straightedge. Areas that vary from the lower edge by more than 0.01 foot when the straight edge is laid parallel with the centerline, or more than 0.02 foot when the straightedge is laid perpendicular to the centerline and extended from edge to edge of a traffic lane shall be corrected by reworking, re -compaction, or removal and replacement. The correction method chosen by the Contractor must be approved by the Engineer before starting any corrective work. Corrected areas must be uniform rectangles with edges that are parallel to the nearest existing pavement edge or lane line; or perpendicular to the pavement centerline. Fog Seal Coat and Rock Dust Blotter Cover: After initial compaction, and prior to opening to traffic, the Contractor shall apply a fog seal coat to the CCPRACP surface which shall be composed of emulsified asphalt diluted with water at a ratio not to exceed 1:1 unless otherwise approved by the Engineer. The application rate of the fog seal coat shall be between 0.08 and 0.12 gallon per square yard. Immediately following application of the fog seal, the CCPRACP surface shall be covered with rock dust blotter at a rate of 1.0 to 2.0 pounds per square yard. The exact rate shall be recommended by the Contractor and approved by the Engineer. Excess rock dust blotter shall be removed by sweeping. 28 of 34 Curing, Protection, and Maintenance: CCPRACP shall cure in-place either for a minimum of 2 Days and until the percent moisture at the mid -depth of the CCPRACP is less than 2 percent, or for a minimum of 10 Days without rainfall. The Contractor shall be responsible for protecting and maintaining the CCPRACP free from nuisance water, other deleterious substances, and/or any other damage. Any damage shall be repaired by the Contractor prior to the placement of the new asphalt concrete surface course or final surface seal coat. Damaged areas shall be excavated to the depth directed by the Engineer and/or filled and compacted with new C2 -PG 64-10 asphalt concrete conforming to Section 203-6 of the Standard Specifications. Loose particles shall be removed by sweeping prior to placement of the surface course or final seal coat. Supplemental Compaction: Supplemental compaction shall be conducted after the CCPRACP has cured and prior to any smoothness testing or placement of the surface course or final seal coat. During supplemental compaction, the Contractor shall re-establish the rolling pattern in accordance with Section 717-10.D of these Special Provisions. The Contractor shall use this rolling pattern during supplemental compaction. The final compacted surface shall be free of ruts, bumps, indentations, raveling, irregularities, or segregation and conform to the smoothness requirements specified in Section 717-10.J.2 of these Special Provisions. Measurement and Pa A. Payment for COLD CENTRAL -PLANT RECYCLED ASPHALT CONCRETE PAVEMENT (4" DEPTH) will be made at the contract unit price per SQUARE YARD listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment, tools and materials to develop and submit the CCPRACP mix design, prepare and implement quality control program, PPVD, JITT including payment for the instructor and training materials, importing additional RAP as may be required, transporting milled asphalt pavement to central plant location, stockpiling, producing and placing CCPRACP, fog seal coat and rock dust blotter, curing, and protection and maintenance of the CCPRACP. B. CCPRACP placed outside the limits shown on the Plans will not be measured for payment. PPVD placement conforming to the requirements of these Special Provisions will be included in the quantity measured for payment. C. Payment for EMULSIFIED RECYCLING AGENT will be made at the contract unit, price for each TON as listed in the Bid Schedule and shall include furnishing and incorporating the emulsified recycling agent into the CCPRACP. The quantity in the Bid Schedule is based on a content of three (3) percent. The basis of payment shall be the net weight of emulsified recycling agent used to produce CCPRACP. The Contractor shall furnish the Engineer with certified weighmaster certificates showing the weight of each load of emulsified recycling agent delivered to the Work site and the weight remaining on the Work site after completion. Payment will be made for the difference between the weight delivered to the Work site and the weight remaining on the Work site after completion of CCPRACP production. The 29 of 34 provisions of Sections 3-2.2.2 and 3-2.2.3 of the Standard Specifications shall not apply to this Bid item. D. No separate or additional payment will be made for corrective or repair work. PROJECT PLANS 1 STREET PLAN REVISIQNS See attached Plan Set. Contractor shall use attached revised Plan Set for Bid Proposal. CONTRACTOR QUESTI0NS 1 Valencia Blvd shows a 0.75" wedge cut, but there is no bid item for that work. Response: Bid item "WEDGE GRIND (0.5" DEEP)", "WEDGE GRIND (0. 75" DEEP)", "WEDGE GRIND (1" DEEP)", "WEDGE GRIND (1.75" DEEP)", were added to the Bid Schedule. 2 The details for a TMO says see plans for thickness. Looking at sheets 3, 4, and 5, there is no depth shown. Only the wedge cut depth. . Response: TMD depth shall be 0.75 inches. 3 On sheet 3, you show 4 base repairs. The plans show 5. Near the Magic Mountain Parkway (MMP) end, there is one noted as circle 1 and 4. RD TL. ./! nnr. AIMP .•/.! .4 Fn 4-Ae 4.'— ...f t -.hl.. .C.sponse: i,he digvul- new r � r -,vai u'uucu to urc ✓lyvuL w✓ic. 4 Alt 1 - Grinding - Cold Mill on bid items, plans call for header cut? Plan Pg. 11 Golden Triangle and Center Point Parkway Response: Header cut (or conform grind) is required to transition 2 -inch overlay to existing grade at limit of pavement. 5 Where is breakdown for dig -outs. Page 11 there is no schedule/break-out. Response: There are no digouts on Center Pointe Parkway and Golden Triangle Road. 6 Base bid - subgrade prep - please verify quantity for subgrade preparation. Think you included grind and overlay quantities. Response: Subgrade preparation is required for all streets scheduled for surface reconstruction. 7 Speed Humps - Where is the Bid Item? 30 of 34 Response: Bid Item for speed humps was added to the Bid Schedule as Item 7 "SPPED HUMP" on Base Bid and Bid Alternate 2. 8 Ave Ronda & Rondell - Pgs. 8, 9, & 10 - Chart is provided with Dig -outs. Dig -outs not shown on plans. Please provide location. Response: Digouts are now shown on plans. 9 Please check bid item 9 and 10 on the base bid. I think they counted the grind quantities for Avenida Ronda and Rotella as 2" grind instead of 2.5" grind as the plans indicate. Response: The Bid Schedule quantities were revised to reflect 2.5 -inch milling on Avenida Rondel, Avenida Ronada and Avenida Rotella. 10 I don't think we can write that small to get the numbers into that it's one -- I think it would be incredibly helpful for all this if you could -- enlarges that print and in printed out on more pages or maybe send as -- an addendum telnet since okay for us to do that -- but on that you have for us to write into just thought that I can write this call -- and I've you know legible E I'd be hard pressed to get it going 07 as well -- so what -- happens to be change after we start -- it would,be impossible to make some changes of original.. Response: The Bid Schedule was resized. 11 What is the Thickness of TMO? Response: 0.75 inches. 12 Valencia Blvd Night work? Response: Yes, please reference F2-2.4. 13 Areas of full removals, will this be accessible to residents? Response: The contractor will have to make sure residences have access to their homes except when working directly in front of homes for a limited time. 14 On CIR, what is the Specification for "Profile Grind"? Is the purpose to smooth the road, change cross slope? What do we profile to? Do you mean Mill Surface, or do you profile for smoothness after recycle? Response: The purpose is to remove 1.5 inches of existing pavement to make room for the CIR and 2 -inch overlay. Please refer to Detail 8/14. 15 Do all removals have Base material underneath? Will there be any subgrade dirt taken out? Core chart does not show soil material. Please clarify that there is Aggregate Base as per Typical Section for removals? 31 of 34 Response: Please refer to the coring results tables on the plans to verify if AB is present or not. 16 Wedge Grind bid item for TMO work not shown on bid schedule (Please, clarify difference in wedge grind and cold mill 1-1/2"). Wedge grind 0.75 not on bid schedule. Response: Please refer to question 1. 17 Does not appear that all the thickness are plotted on the plans. I.e. C-48-12, Sheet 4. Due to the high variation in thickness additional information is required to estimate. the quantities. Response: Core location C-48-12 was added to the core log on Sheet 4. The coring program is limited for design purposes. Additional pavement thickness information cannot be provided. 18 Bid Alt 2, Item 14 says sewer MH raise to grade. In the detailed takeoff for V28S Alt 2 says water MH. Bid Alt 2. Item 12 says sewer MH raise to grade. In the detailed takeoff for V28S Alt 2 says water vault. Please clarify. Response: The Bid Schedule has been revised to reflect the correct quantities related to the bid items in question. 19 On Sheet 6 and 7; Lochmoor Rd. has mill 2.5" and pave back 3". Paving back more than removed. It also has 0.5" wedge grind. Response: The intent here is to keep as much AB in place as possible. Along the curb & gutter however, 3 inches of the existing pavement structure need to be removed to allow for the 3 -inch thick new pavement. 20 On Sheet 11; We are milling 1" off, per quantity sheet, doing a 3" CIR, and 2" pave back. Paving back more than removed. Plans also show a 1" wedge grind. Response: The proposed treatment for Golden Triangle Road and Centre Pointe Parkway is a 1.5 -inch deep mill over the entire pavement width, a 1 -inch deep wedge grind along C&G, a 3 -inch deep Cold In-place Recycling and a 2 -inch AC/ARHM overlay. 21 On Sheet 13, for Pine St, we are doing 1.5" overlay and a 1.5" wedge grind. No other milling. Response: Correct. 22 How are the wedge grinds paid for? Response: Bid items "WEDGE GRIND (0.5" DEEP) ", "WEDGE GRIND (0.75" DEEP) ", "WEDGE GRIND (1- DEEP)" "WEDGE GRIND (1.75" DEEP) ", have been added to the Bid Schedule on Base Bid and respective Bid Alternates. 32 of 34 23 The totals of the base repair charts do not add up to the total quantities in the bid documents. Please clarify? Response: Tables on plans have been revised to reflect quantities in the bid table. Bidders shall acknowledge Addendum No. 1 by executing Addendum 1 and returning with the bid. rf Robert G. Newman, P.E., L.S. Director of Public Works City of Santa Clarita BIDDER'S CERTIFICATE I acknowledge receipt of this Addendum No. 1 and accept the aforementioned. MAY 5 Date 2016 Bidder's Signature DENNIS CANSEN, VICE PRESIDENT THIS DOCUMENT TO BE SUBMITTED WITH BID 33 of 34 SIERRA NEVADA CONSTRUCTION, IN( Mail PO Box 50760 Sparks, NV 89435-0760 'arc 8621 Morrison Creek Drive May 3, 2016 Sacramento, CA 95828 916.367.9619 916.387.9620 15565 593393 City of Santa Clarita Office of Purchasing 23920 Valencia Blvd., Ste. 120 Santa Clarita, CA 91355 RE: 2015-16 Annual Slurry Seal Project M0109 I, Kevin L. Robertson, President of Sierr Nevada Caction, Inc., authorize signature and withdrawal of a bid authority to , acting as an agent for Sierra Nevada Constructio , Inc. or the above referenced project. Sincerely, SIERRA NEVADA CONSTRUCTION, INC. Kevin L. Robertson President THE CITY OF SANTA CLARITA CONTRACT DOCUMENTS AND SPECIAL PROVISIONS For 2015-16 Annual Slurry Seal Project, Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California For use in combination with Part 1, "General Provisions," of the Standard Specifications for Public Works Construction, 2012 Edition, the Labor Surcharge and Equipment Rates in effect on the date the work is accomplished. Special provisions supplement and amend the State of California Department of Transportation Standard Specifications and Standard Plans dated May 2012. Prepared by: Nichols Consulting Engineers Bid Opening: May 03. 201E at 11:00 am CONTRACT DOCUMENTS AND SPECIAL PROVISIONS FOR 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California Prepared For: City of Santa Clarita Public Works 23920 Valencia Blvd. Santa Clarita, CA 91355-2196 Frank J. Lujan Contact: (661) 286-4138 Plans and Specifications Prepared By: Nichols Consulting Engineers February 2016 Approved for Construction: (- P) P- Date: r -L .,2016 Robert G. Newman, Director of Public Works City of Santa Clarita TABLE OF CONTENTS PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS FOR 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 TITLE SECTION NOTICE INVITING BIDS........................................................................-.......................... A-1 INSTRUCTIONS TO BIDDERS.......................................................................................... B-1 PROPOSAL........................................................................................................................ C-1 ■ PROJECT BID SCHEDULE .................................... ... C-2 • DESIGNATION OF SUBCONTRACTORS........................................................ C-3 • REFERENCES.................................................................................................. C-4 • DEPARMENT AND SUSPENSION CERTFICATION....................................... C-5 • EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ............................. C-6 ■ BIDDER'S INFORMATION AND CERTIFICATION .......................................... C-7 • PROPOSAL GUARANTEE (BID BOND)......................................................... C-10 ■ NON -COLLUSION AFFIDAVIT ........ ......................... _............ ...................... . C-11 • BIDDER'S QUESTIONNAIRE .......................... .................. C-13 • CERTIFICATION OF NON -SEGREGATED FACILITIES.. ............................. C-15 CAPITAL IMPROVEMENT PROJECT AGREEMENT.......................................................... D • FAITHFUL PERFORMANCE BOND ............................... ................ D • LABOR AND MATERIAL BOND.......................................................................... D SPECIAL PROVISIONS GENERAL....................................................................................E SPECIAL PROVISIONS - TECHNICAL............................................................. ............... F ATTACHMENTS APPENDIX "A" (Included in this Book). CONSTRUCTION MATERIALS RECYCLING PLAN APPENDIX "B"(Included in this Book)............ ................. LABOR COMPLIANCE PROGRAM APPENDIX "C"(Separate)........................................................... QUANTITY SPREADSHEET APPENDIX "D" (Separate).................................._....................................................... PLANS Notice Inviting Bids 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California PUBLIC NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Santa Clarita for the 2015-16 Annual Slurry Seal Project M0109. Bids must be submitted to Purchasing, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355, before 11:00 a.m., on May 03, 2016, at which time, or shortly thereafter, they will be publicly opened and read in Suite 120. Plans and contract documents for this bid may be downloaded from the City's Purchasing website at www.santa-clarita.com/purchasing. Please refer to the documents for complete details and bid requirements. The specifications in this Notice shall be considered a part of any contract made pursuant thereto. A paper copy of the bid documents may also be viewed at City Clerk's Office, Suite 120. Addenda, if issued by the agency, will need to be signed and submitted. If addenda are not signed and submitted/returned with the bid proposal, the bid may be deemed non responsive and disqualified. Bids (Proposals) shall be enclosed in a sealed envelope and plainly marked on the outside in conformance with the Instructions to Bidders "SEALED BID FOR 2015-16 Annual Slurry Seal Project, M0109, City of Santa Clarita, California — DO NOT OPEN WITH REGULAR MAIL." Work shall be done in accordance with the contract documents known as 2015-16 Annual Slurry Seal Project, M0109, a copy of which is on file and open for inspection at the City Clerk's office. The base bid work is expected to cost approximately $800,000 dollars, the additional Add Alts work is estimated to cost approximately $125,000. The work to be done consists of furnishing all materials, equipment, supervision, labor and incidentals required by the plans, specifications and contract documents. Generally, the Scope of Work to be performed includes, but not limited to, Micro Surfacing & Slurry Seal of various streets City wide. Refer to the project drawings for more detailed description of the location and limits of the work. In accordance with the provisions of California Public Contract Code Section 3300, the successful bidder shall possess a State Contractor's License, Class A at the time that a contract for this work is awarded. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the contract to any bidder not possessing said license at the time of award. As provided for in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for monies withheld by the City to ensure performance under the contract. Bidders may e-mail questions to Frank J. Lujan at: flujan@santa-clarita.com, until noon on or before, April 25, 2016. Any questions submitted after April 25, 2016 will not be answered. Questions and answers will be issued as an addendum via e-mail to all plan holders prior to bid opening. Bidders shall sign and return all addenda with the submitted bid proposal. This contract is subject to State prevailing wages requirements of the California Labor Code including Section 1770, 1771.5, 1773, 1777.5, and 1776, and the City's California Department of Industrial Relations (DIR) approved Labor Compliance Program (LCP). All covered work classifications required in performance of this contract will be subject to prevailing wage provisions. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at littp;//www.dir.c4.gov/dlsr/PWD. A-1 Contractor shall further adhere to the requirements contained in the City of Santa Clarita's Labor Compliance Program, approved initially by the DIR for projects with a Bid Advertise Date of November 20, 2003 or later, and which will become part of the conformed documents. All pertinent California statutes and regulations, including, but not limited to those referred to in the City's Labor Compliance Program, are incorporated herein by reference as though set forth in their entirety. Additionally, the Contractor is responsible for obtaining a current edition of all California statutes and regulations and adhering to the latest editions of such. Contractor shall submit certified copy of all Certified Payroll Records (CPRS) with the progress payment on at least monthly basis to the City. The City Labor Compliance Administrator will monitor and enforce Prevailing Wage and other necessary elements of the City's DIR approved LCP. City Project Manager: Frank J. Lujan Contact Number: (661) 286-4138 Email address: flujan@santa-clarita.com Published three (3) times: March 30, 2016, March 31, 2016, and April 02, 2016 FEW SECTION B: INSTRUCTIONS TO BIDDERS 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-M0109SS Project No. M0109 City of Santa Clarita, California 1. PROPOSAL GUARANTEE Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or BIDDER's bid bond payable to the AGENCY or cash deposit in the amount not less than ten (10) percent of the total amount bid. Proposals not accompanied by such a guarantee will be deemed non-responsive and will not be considered. If a BIDDER to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. Proposal guarantees of all BIDDERS will be held until the successful BIDDER has properly executed all contract documents. The bonding company must be listed on Treasury Circular 570 and licensed to conduct business in the state of California, or licensed by the California State Department of Insurance to issue sureties. 2. DELIVERY OF PROPOSAL Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID FOR 2015-16 Annual Slurry Seal Project, M0109, City Bid No. ENG-14-15-M0109SS, City Project No. M0109, City of Santa Clarita, California — DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger; however, it is the BIDDER's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY's Purchasing Office, Suite 120, prior to the bid opening hour stipulated in the Notice Inviting Bids. Late proposals will be deemed non-responsive and will not be considered. 3. WITHDRAWAL OF PROPOSALS A proposal may be withdrawn by a written request signed by the BIDDER. Such requests must be delivered to the AGENCY's designated official prior to the bid opening hour stipulated in the Notice Inviting Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the BIDDER to submit a new proposal, providing there is time to do so. 4. IRREGULAR PROPOSALS Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 5. TAXES No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. B-1 6. DISQUALIFICATION OF BIDDERS In the event that any BIDDER acting as a prime CONTRACTOR has an interest in more than one proposal, all such proposals will be rejected, and the BIDDER will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one BIDDER and, while doing so, may also submit a formal proposal as a prime CONTRACTOR. Proposals will be accepted from BIDDERS who are not licensed in accordance with the provisions of the State Business and Professions Code; however, the successful BIDDER shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State CONTRACTOR's license, Class A at the time a contract for this work is awarded. The Contract Documents are specified to construct improvements Citywide. It is the intention of the AGENCY to award a contract to a BIDDER who furnished satisfactory evidence that he/she has the requisite experience and ability, and that he/she has sufficient resources, except as may be provided otherwise in the Contract Documents. In the event of a difference between a price quoted in words and a price quoted in figures for the same quotation, the words shall be the amount bid. At the time of the bid opening, BIDDER shall provide documentation with references to substantiate his experience including job location, size, schedule and owner's name, address and telephone number for the above items. Before entering into a Contract, the successful bidder shall furnish a statement of his financial condition as may be required by the AGENCY. The AGENCY may conduct investigations as it deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the BIDDER to do the Work in accordance with the Contract Documents to the AGENCY's satisfaction within the prescribed time. To determine the degree of responsibility to be credited to the BIDDER, the AGENCY will weigh any evidence including but not limited to evidence of suspension, debarment, exclusion, or determination of ineligibility by any other AGENCY. Any BIDDER or persons or companies associated with the bid which has been debarred (including, but not limited to, superintendents, project managers, or employees of a bidder or any subcontractor) by any PUBLIC AGENCY in the last ten (10) years is deemed not to be a responsible BIDDER for the purposes of this project. If in the opinion of the AGENCY, a BIDDER is determined to be insufficiently qualified, then that bid will not be considered for award of the contract. 7. EXAMINATION OF CONTRACT DOCUMENTS BIDDER shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto, the plans and specifications, and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that BIDDER has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished, and as to the requirements of the proposal, plans, specifications, and other contract documents. BIDDERS must satisfy themselves by personal examination of the work site, plans, specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements, and difficulties under which the work must be performed. No BIDDER shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the AGENCY by fax as instructed and with the date and time given for BIDDERS questions in the most current NOTICE INVITING SEALED BIDS. B-2 8. EMPLOYMENT OF LOCAL LABOR AND BUSINESSES All BIDDERS are encouraged to utilize Santa Clarita Valley subcontractors and suppliers to the extent they are available, competitive and qualified. However, no bid will be affected either positively or negatively by the inclusion or exclusion of such Santa Clarita Valley businesses. 9. EQUIVALENT MATERIALS Requests for consideration of a material, equipment, or product as an "or equal' to a specified material, equipment, or product must be included with the Proposal (Bid Schedule) at the time the Bid is submitted. Requests shall include all of the information requested in Proposal and shall be provided in a complete, clear, and concise manner; otherwise, the Bid will be deemed non- responsive and the BIDDER will be disqualified. The Agency will be the sole judge as to whether a proposed "or equal' is equivalent to the specified material, equipment, or product. 10. LEGAL RESPONSIBILITI Proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature, whether the same are expressly referred to herein or not. BIDDERS submitting a proposal shall, by such action thereby, agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the plans, specifications, and other contract documents, and to full compliance therewith. Additionally, BIDDERS submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the Labor Code for each craft, classification, or type of workman required, as set forth by the Director of Industrial Relations of the State of California. 11. NON-DISCRIMINATION In the performance of this Contract, CONTRACTOR shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et sea.), the Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts and Order. CONTRACTOR shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph. 12. PROTECTION OF RESILIENT WORKERS The City of Santa Clarita actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. B-3 13. AWARD OF CONTRACT The award of contract, if made, will be to the lowest responsible BIDDER determined solely by the AGENCY as follows: The basis for award of contract shall be the Contractor's Base Bid plus the alternates. The Agency reserves the right to award the contract for the base bid and those alternatives, if any, which the City may select in its sole discretion. The AGENCY also reserves the right to add any of the additive Alternates by Contract Change Order at any time during the project up to the last contract working day. The BIDDER agrees to hold all unit prices bid for Additive Alternates constant throughout the duration of the project up to the last contract working day. No additional compensation will be allowed for Alternates added by Contract Change Order beyond the amount shown on the original bid Additionally, the AGENCY reserves the right to reject any or all proposals, delete portions of any and all bids, to waive any irregularity, and to take the bids under advisement for a period of NINETY 90 days, all as may be required to provide for the best interests of the AGENCY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the BIDDER to whom the award is contemplated. All Bids will be compared with the Engineer's Estimate, and shall be within acceptable variance from the Estimate for each line item of the Base Bid Schedule. The acceptance of a proposal will be evidenced by a Notice of Award of Contract in writing, delivered by mail to the BIDDER whose proposal is accepted. No other act of the AGENCY shall constitute acceptance of a proposal. The award of contract shall obligate the BIDDER, whose proposal is accepted to furnish all required bonds, as well as evidences of insurance and execute the contract set forth herein. The successful BIDDER will be required to furnish a Labor and Material Bond in an amount equal to one hundred percent (100%) of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent (100%) of the contract price. Also, the successful BIDDER will be required to submit worker's compensation insurance, and liability insurance with the contract. Surety bonds shall be signed by a guaranty or surety company listed in the latest issue of the U.S. Treasury Circular 570 and satisfactory to the City of Santa Clarita. 14. ASSIGNMENT OF CONTRACT The Contract may not be assigned without the written consent of the AGENCY, provided that this shall not preclude the assignment of the Contract as security or the assignment of the whole or any part of the proceeds of the Contract including monies, assessment, partial assessment, reassessment, or any bonds which may be issued and represent any assessment or reassessment due or to be due under the Contract. 15. REGISTRATION OF CONTRACTORS The successful BIDDER shall possess a State Contractor's license, Class A at the time that a contract for this work is awarded, CONTRACTORS shall be licensed in accordance with the provisions of Chapter 9, Division 3 of the Business and Professions Code. 16. AGENCY CONTRACTOR MEETING The CONTRACTOR to whom the award is made will be notified to meet with the AGENCY's Representative for the purpose of reviewing of plans and specifications and instructions on procedures. Bel 17. MODIFICATIONS PRIOR TO DATE SET FOR OPENING BIDS The right is reserved, as the interest of the AGENCY may require, to amend the specification and/or drawings prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by an addendum, or addenda. Copies of such addenda as may be issued will be furnished to all prospective BIDDERS. If the revisions and amendments are of a nature which require material changes in quantities or price bid, or both, the date set for opening bids may be postponed by such number of days as, in the opinion of the AGENCY, will enable BIDDERS to revise their bids. In such cases, the addendum will include an announcement of the new date for opening bids. 18. LIST OF SUBCONTRACTORS No more than 50% of the work, as defined by the contract price, may be done by subcontractors. True copies of subcontracts will be provided to the City Engineer upon his request. Each BIDDER must submit with his bid the following: a) The Full name of each subcontracting firm as required by Government Code, Sec. 4201, typed or legibly printed. b) The address of each firm. c) The telephone number at the place of business. d) Work to be performed by each subcontracting firm. e) Total approximate dollar amount of each subcontract. f) If sub -contractor is participating as a Disadvantaged Business Enterprise(DBE), the following additional information is required on the "Designation of Subcontractors" form enclosed: Status as a DBE, age of the firm and the annual gross receipts Submit the "Subcontractor's List" form enclosed herewith. No Contract shall be considered unless such _list _is submitted as required. The City of Santa Clarita reserves the right to reject any and all bids, or delete portions of any and all bids, or waive any informality in the bid not affected by law. Before entering into a Contract, the successful BIDDER shall furnish a statement of his financial condition and previous construction experience or such evidence of his qualifications as may be required by the contracting AGENCY. 19. UNFAIR BUSINESS PRACTICES CLAIMS: ASSIGNMENT TO AWARDING BODY Pursuant to Section 7103 of the Public Contracts Code, the contract to be awarded will be defined as a "public works contract". In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the CONTRACTOR or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or under the Cartwright Act (Chapter 2 commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the CONTRACTOR, without further acknowledgment by the parties. B-5 20. GENERAL The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. The form of Bidder's Bond provided in Section C, "Proposal," of the Standard Specifications shall be included with the Proposal. In conformance with Public Contract Code Section 7106, a Non -collusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Non -collusion Affidavit. 21. AWARD AND EXECUTION OF CONTRACT The bidder's attention is directed to the provisions in Section 2-1, "Award and Execution of Contract," of the Standard Specification of Public Works Construction (SSWPC), 2006 Edition, and these special provisions for the requirements and conditions concerning award and execution of contract. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds, to the Agency so that it is received within 10 days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: (Agency to provide detailed information if this paragraph is used) 22. BUY AMERICA REQUIREMENTS. Attention is directed to the "Buy America" requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) Sections 1041(a) and 1048(a), and the regulations adopted pursuant thereto. In conformance with the law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and other coating that protects or enhances the value of steel or iron materials shall be considered a manufacturing process subject to the "Buy America" requirements. B-6 A Certificate of Compliance, conforming to the provisions in Section 6-1.07, "Certificates of Compliance," of the Standard Specifications, shall be furnished for steel and iron materials. The certificates, in addition to certifying that the materials comply with the specifications, shall specifically certify that all manufacturing processes for the materials occurred in the United States, except for the above exceptions. The requirements imposed by the law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of the materials used does not exceed one- tenth of one percent (0.1 percent) of the total contract cost or $2,500, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of the foreign steel and iron prior to incorporating the materials into the work. 23. PERFORMANCE OF SUBCONTRACTORS The subcontractors listed by the Contractor in conformance with Section 2-3.1, "Subcontracts" of the (SSPWC), shall perform the work and supply the materials for which they are listed, unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. The Contractor should notify the Engineer in writing of any changes to its anticipated DBE participation. This notice should be provided prior to the commencement of that portion of the work. The subcontractors listed by you in THE Contract Documents shall list therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of the Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. 24. SUBCONTRACTING Attention is directed to the provisions in Section 2-3.2 of SPWC, 2006 Edition, "Subcontracting," and the special provisions in Section E that the Contractor perform not less than 50 percent of the original contract work with the Contractor's own organization. 29. PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. This provision applies to both DBE and non -DBE subcontractors. B-7 30. PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. This provision applies to both DBE and non -DBE prime contractors and subcontractors. 31. PROTEST PROCEDURES. Any person or entity may present a formal protest to the City with respect to solicitations being conducted by staff. The protest must be in writing, on business letterhead addressed to the City Manager and delivered to the City Clerk. Definitions. Bidder means any person or firm providing a timely, written response to the City solicitation. Bid response means the written response to the City solicitation provided by a person or firm. Protest means a statement of protest, dispute, challenge, disagreement, disapproval or other objection regarding documents, determinations or actions taken or contemplated by the City with respect to a solicitation. Solicitation means the document (Invitation for Bid, Request for Quote or Request for Proposal) by which the City identifies goods, services or public construction projects for which it seeks a bid response. Timeframes. Protests of any kind regarding the solicitation including, but not limited to, specifications, scope of work or process, must be received by the City not more than five business days after the last day for questions or the last addendum is issued, which ever is later. Protests regarding bid responses or award of contract must be received by the City within five business days of when the protester knew or should have known of the facts and circumstances on which the protest is based. For information that is made public, the time will start from the date the information is made public. Format. The protest must include the following information at a minimum: 1. The name, address and phone number of the protester, or the authorized representative of the protester; 2. The signature of the protester or authorized representative of the protester; 3. The Notice Inviting Bids (NIB) or Request for Proposals (RFP) number and title under which the protest is submitted; 4. A detailed description of the legal and/or factual grounds for the protest and all supporting documentation. For protests containing elements not based on publicly released information the protest must contain documentation clearly showing the date on which the protester received the information; and 5. The form of relief requested. Protest Review. The City will provide a written response to the protester within ten business days. Mandatory Procedure. This administrative procedure and the time limits set forth herein are mandatory. Failure to comply with these mandatory procedures shall constitute a waiver of any right to pursue the bid protest, including filing a Government Code claim or any legal proceedings or actions. B-9 31. PRECONSTRUCTION DOCUMENTS CHECKLIST The following documents are required to be completed and submitted by the Contractor at the times specified by an X opposite each title. If no column is marked, document will not be required. With Bid Proposal (All Bidders) With Agreement (Awardee only) Prior to Starting Construction (Awardee only) Post Starting Construction (Awardee only) X Proposal Forms (Cover Sheet, Bid Schedule, References, Bidders Certification X Non -collusion Affidavit, Non -lobbing Certification and Disclosure, Certification of Non -Segregated Facilities X General Contractors Certification with Regard to Performance of Previous Contracts (If Provided) Debarment and Suspension & Equal Employment Opportunity Certifications X X Addendums (If any) X Designation of Subcontractors X Bidder's Bond or Bidder's Security Contract Agreement Bond for Faithful Performance X X X Payment Bond (for Labor and Material) X Certification of Public Liability and Property Damage Insurance Certification of Worker's Compensation Insurance X X Certification of Fire and Extended Coverage Insurance (services involving real properties only) X Construction Schedule X SWPPP/Water Pollution Control Program List of all Subcontractors Subcontractor's Certification with Regard to the Performance of Previous Contracts or Subcontractors (Required for all over $10,000)Subcontracts X X X Materials List and Manufacturer's Brochures (As Required) X Permits X Emergency Contact Information X Construction and Demolition Materials Management Plan B-10 ADDENDUM NO. 1 April 27, 2016 2015-16 ANNUAL SLURRY SEAL PROJECT Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California This Addendum shall be considered as a part of the bid documents for the subject project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original documents, this Addendum shall govern and take precedence. Contractors are hereby notified that they shall make any necessary adjustments in their proposals on account of this Addendum. It will be construed that each proposal is submitted with full knowledge of all modifications and supplemental data specified herein. Contractors shall acknowledge receipt of this Addendum in the appropriate space provided on the Proposal. The following is hereby added and/or amended: NOTICE INVITING BIDS REVISED NOTICE INVITING BIDS - Section A Change Bid Date to Wednesday, May 04, 2016. Bids must be submitted to Purchasing, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355, before 11:00 a.m., on May 04, 2016, at which time, or shortly thereafter, they will be publicly opened and read in Suite 120. PROPOSAL — PROJECT BID SCHEDULE REVISED PROJECT BID SCHEDULE See attached Bid Schedule. Contractor shall use attached revised Bid Schedule for Bid Proposal. SPECIAL PROVISIONS - TECHNICAL 1 Section 172-7 Change title to "SLURRY SEAL WITH BLACK ROCK" 2 Section 172-7.2 Add language to the second paragraph — "Aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color, as supplied by George Reed, Table Mountain, Sonora, CA or Equal." Page PROJECT PLANS STREET PIAN REVTSTONS — Sheets 3 thru 12 See attached Plan Sheets. Contractor shall use attached revised Plan Sheets for Bid Proposal. Bidders shall acknowledge Addendum No. 1 by executing Addendum 1 and returning with the bid. Robert CT. Newman, P.E., L.S. Director of Public Works City of Santa Clarita BIDDER'S CERTIFICATE I acknowledge receipt of this Addendum No. 1 and accept the aforementioned. May 4 _ 2016 7� Date Bidder's Signature Kevin L. Robertson President THIS DOCUMENT TO BE SUBMITTED WITH BID Page 2 City of Santa Clarita 2015/2016 Slurry Seal Project Bid No. ENG-15-16MO109SS Project No. M0109 April 28, 2016 ItemFSplflcatlon ection Description MOBILIZATION Unit city. Unit Price Total 1 F2-1 LS 1 $ $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $ 3 F2-4 MICRO GRINDING SF 28,892 $ $ 4 F2-5 CRACK SEALING LS 1 $ $ 5 F2-6 DIGOUTS/BASE REPAIRS SF 30,542 $ $ 6 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 1,527 $ $ 7 F2-7 SLURRY SEAL (TYPE 1) TON 18 $ $ 8 F2-7 SLURRY SEAL (TYPE II) TON 296 $ $ 9 F2-8 DOUBLE MICROSURFACE TON 702 $ $ 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -1 LF 1,392 $ $ 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -12 LF 3,795 $ $ 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 1,524 $ $ 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -27B LF 190 $ $ 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -29 LF 1,322 $ $ 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -32 LF 200 $ $ 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 1,499 $ $ 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 1,392 $ $ 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 4" WHITE LINE LF 100 $ $ 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING -ADVANCED STOP LINE LF 325 $ $ 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 135 $ $ 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 392 $ $ 22 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE IV ARROW (L&R) EA 10 $ $ 23 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 14 $ $ 24 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 21 $ $ 25 F2-12 LANE DELINEATOR EA 22 $ $ BASE BID SUBTOTALJ$ BASE BID TOTAL AMOUNT IN FIGURES: BASE BID TOTAL AMOUNT IN WORDS: om ni v Kk AT _ rC\ITOC Dn1AIT onvKwn V I!]ni nCAI il61 f F'V P17 7n CA1RiT C:Tl Item Specification Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 $ $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $ 3 F2-5 CRACK SEALING LS 1 $ $ 4 F2-7 SLURRY SEAL (TYPE II) TON 154 $ $ 5 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 800 $ $ 6 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 27B LF 4,093 $ $ 7 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 32 LF 2,040 $ $ 8 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 1,059 $ $ 9 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -39 LF 5,106 $ $ 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING -ADVANCED STOP LINE LF 41 $ $ 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 181 $ $ 12 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE I ARROW EA 8 $ $ 13 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE IV ARROW (L&R) EA 14 $ $ 14 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 9 $ $ 15 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 9 $ $ 16 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 $ $ BID ALTERNATE 1 SUBTOTAL BID ALTERNATE 1 TOTAL AMOUNT IN FIGURES: BID ALTERNATE 1 TOTAL AMOUNT IN WORDS: Min AI TMOAIATM 2 _ CA!q CLAD A OIVER 1MR LAIKE 7pAll Item Specification Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 $ $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $ 3 F2-5 CRACK SEALING LS 1 $ $ 4 F2-7 SLURRY SEAL (TYPE I) TON 16 $ $ 5 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -1 LF 2,070 $ $ 6 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 2,070 $ $ 7 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE I ARROW EA 7 $ $ 8 F2A2 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 3 $ $ BID ALTERNATE 2 SUBTOTAL $ BID ALTERNATE 2 TOTAL AMOUNT IN FIGURES: BID ALTERNATE 2 TOTAL AMOUNT IN WORDS? Din Al TFDMATF %- OAIMMnW !_f PM 110 HAI Q .IAr LMA rr Tn VIA P171Mr FSSa1 Item Specification Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 $ $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $ 3 F2-5 CRACK SEALING LS 1 $ $ 4 F2-6 DIGOUTS/BASE REPAIRS SF 1,389 $ $ 5 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 69 $ $ 6 F2-7 SLURRY SEAL (TYPE II) TON 69 $ $ 7 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -22 LF 524 $ $ 8 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 205 $ $ 9 F2-12 THERMOPLASTIC TRAFFIC STRIPING -ADVANCED STOP LINE LF 21 $ $ 10 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE IV ARROW (L&R) EA 2 $ $ 11 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 2 $ $ 12 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 6 $ $ BID ALTERNATE 3 SUBTOTAL $ BID ALTERNATE 3 TOTAL AMOUNT IN FIGURES: BID ALTERNATE 3 TOTAL AMOUNT IN WORDS: A NN C7 O C9 O C7 O C7 O C7 O 3 L it z z z z z _z z z z z W v W U W U W U W v W v W v W v W v W v IL a a a a a a a a a O O O O O O O O O O r N ljj ui o a a a aaa m m w w w z W Q D J O J D J Q J m as as as oma SECTION C: PROPOSAL SECTION C: PROPOSAL FOR 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California TO THE CITY OF SANTA CLARITA, AS AGENCY: In accordance with AGENCY's NOTICE INVITING BIDS, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above -stated project as set forth in the plans, specifications, and contract documents therefore, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following BID SCHEDULE. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in BID SCHEDULE are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the contract, the undersigned further agrees that in the event of the Bidder's default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Company Name: Sierra Nevada Construction, Inc. Company Address: P.O. Box 50760 NV 89435-0760 By: Kevin L. Robertson Print Name Title: President Signature: Date: 05/03/16 C-1 City of Santa Clarita 2015/2016 Slurry Seal Project Bid No. ENG-15-16MO109SS Project No. M0109 April 28, 2016 Item Specification Section Description Unit oty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 :^, $ jU 3 F2-4 MICRO GRINDING SF 28,892 $ mi� $ 4 F2-5 CRACK SEALING LS 1 $�! 5 F2-6 DIGOUTS/BASE REPAIRS SF 30,542 $ �q " z ! $1/1600 6 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 1,527 $ / $ISZ� 7 F2-7 SLURRY SEAL (TYPE 1) TON 18 $�, $ 8 F2-7 SLURRY SEAL (TYPE II) TON 296 $ $1,3 20 9 F2-8 DOUBLE MICROSURFACE TON 702 $ 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -1 LF 1,392 $ OrWr $l�{�j� 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -12 LF 3,795 $ �'�� $ 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 1,524 $ $ 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 27B LF 190 $ O $ 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 29 LF 1,322 $ �j%%`j $�l��" 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 32 LF 200 $ $ �J 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 1,499 $ M $ 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 1,392 $ ©, O� $ Za 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 4" WHITE LINE LF 100 $ ©�� $ 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 325 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING -WHITE BASIC CROSSWALK LF 135 $ $ 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 392 $ SP $� z3il IIS 22 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 10 $ 7�/f $ 23 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 14 $ 24 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKEREA 21 $/ �i $ 0474.'� 25 F2-12 LANE DELINEATOR EA 22 BASE BID SUBTOTAL +BASE BID TOTAL AMOUNT IN FIGURES: BASE BID TOTAL AMOUNT IN WORDS: SIS 910 ALTERNATE 1 -CENTRE POINT PARKWAY (GOLDEN VALLEY DR TO SPIRIT C n Item Speclflcatlon Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 $ 7s $ 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ $' 3 F2-5 CRACK SEALING LS 1 4 F2-7 SLURRY SEAL (TYPE II) TON 154 $ $ QUO 5 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 800 $ $ Gv. 6 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 27B LF 4,093 $ X 7 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 32 LF 2,040 $ $,?, / (O V • '� 8 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 1,059 $ L� $/ 9 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 5,106 $ Q $//0 ,��q� p 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 41 $ 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 181 $ (' $ 12 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 8 $ $ /V, 13 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE IV ARROW (L&R) EA 14 $ OG $ 14 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 9 $ $ 15 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 9 $ $ 16 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 $ ,/ $�� BID ALTERNATE 1 SUBTOTAL BID ALTERNATE 1 TOTAL AMOUNT IN FIGURES: '•, j BID ALTERNATE 7 TOTAL AMOUNT IN WORDS: run EI TFRNATF 7. AANTA rt ARA RIVER fW% BIKE TRAIL Item Speclflcatlon Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ 7, •1' I V $ 3 F2-5 CRACK SEALING LS 1 $ G� $ 4 F2-7 SLURRY SEAL (TYPE I) TON 16 $ J&�>GW $ 41,O 5 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -1 LF 2,070 $ 6 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 2,070 $ w &� $ ,�s(j 7 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 7 $ $ 6 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 3 $ ) 00 $ Z�, "0 BID ALTERNATE 2 SUBTOTAL BID ALTERNATE 2 TOTAL AMOUNT IN FIGURES:if,! BID ALTERNATE 2 TOTAL AMOUNT IN WORDS Din Al TCDUATE 9 _ GAIYRnw P_I 4" na 1141 A-Mr-Ah1A I'.T Tn VIA PRINr.FSSA1 Item Specification Section Description Unit Qty. Unit Price Total 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 $ 3 F2-5 CRACK SEALING LS 1 $ w $ nor 4 F2.6 DIGOUTS/BASE REPAIRS SF 1,389 $ �/,o $ z�z 5 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 69 $ 96 Is G O� 6 F2-7 SLURRY SEAL (TYPE II) TON 69 $ !%5_60_1 $�0 7 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 22 LF 524 $ Z�s" $ °� 8 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38 LF 205 $ • 9 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 21 $ `� $ 10 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 2 $ QO $ �Ov 11 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 2 $ 0 0 $ 12 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 6 $ ^ 7� $ S� BID ALTERNATE 3 SUBTOTAL I BID ALTERNATE 3 TOTAL AMOUNT IN FIGURES: ?g 7e, YF� � I J � B1D ALTERNATE 3 TOTAL AMOUNT IN WORDS: fo mz� Z ca 1aa Nr,m �v e m � m -1v e m � m �vo e m � m v m W a s v a a s a n a v r r r r r r r r r r X �X o X X X X m m m m m m m m m m z z z z z z z z z z m - m :E m m vc cn Cl) vc cn m vc cn m vc cn m v� cn m Nj In � Q � G u a CD c -0 0' m 0 CD ov C �. n = Z rn a. c M N o c cfl ic a N cn CD su M -. 0. m 0 r+ OR CL 0 m z 0 j CA 1 1 0 0 m cn DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of firni, and annual gross receipts are required if subcontractor is participating as a DBE. SUI)CC}MMCWT DBE STATUS: Dollar Value of Work' 5S, 8110. 2(p b1c %5 P Com Age of Firm. _�� Certif in p Ag enc : Annual Gross Receipts: --- Location and Place of B sines ZZSb 5otiA'k Ulo cAw-. TIP, oe'. C IZIli tbooaoo3o(0 Bid Schedule ft8m, Nos.: Description of Work h'►bCb.l tint, =t15�D f10.}1acs �C ST�'t . t cid• ]la,�r i n - S License No. 3�yt�ao Exp. Date: / / ®g 3l 1"1 Phone 9CA -'14 - cs5co Age of Firm: 1 r1 Location at_4 Place Ive52- aA GMCAt.,t1 C -3r& Birt Schulte Itei�p ] Y+ Seol;r`9Ync. P -ars t if Business hMe— ItIA3 � lk IkIL 7J -- License No. 75'1 S8 � Annual Gross Receipts: 1F -k%. t00tic 1114 cmac so 06 3b / 11 Phone �5 1114 -'813 - 0$14 5 Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2.3 "Subcontractf of the Special Provisions in these contract documents. 10 - 25 RkiI- 5 -I( - C -3a DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-M0109SS Project No. M0109 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of firm, and annual gross receipts are required if subcontractor is participating as a DBE. Subcontractor DBE STATUS: Age of Firm: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / / Phone ( ) Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2-3 "Subcontracts" of the Special Provisions in these contract documents. C -3b DESIGNATION OF SUBCONTRACTORS 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-M0109SS Project No. M0109 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of firm, and annual gross receipts are required if subcontractor is participating as a DBE. Subcontractor DBE STATUS: Age of Firm: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / / Phone( ) Subcontractor DBE STATUS: Dollar Value of Work Age of Firm: Certifying Agency: Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.. Description of Work License No. Exp. Date: / / Phone( ) Subcontractor Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / / Phone( ) Note: Bidders shall fill out the subcontractor's list in its entirety. The total dollar value of work to be performed by subcontractors shall be in conformance with Section 2-3 "Subcontracts" of the Special Provisions in these contract documents. C -3c REFERENCES 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California The following are the names, addresses, and telephone numbers of three public agencies for which BIDDER has performed similar work within the past 3 years: See attached Statement of Experience Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 2. See attached Statement of Experience Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 3. See attached Statement of Experience Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance bonds: Libertv Mutual Insurance Company c/o UP Insurance Services Inc. 6275 Neil Road, 3rd Floor. Reno. NV 89511, Lori Tones: (775) 996-6037 C-4 Sierra Nevada Construction, Inc. Contractors Name c O ay 6 E° W� 0 Z _W F2 W IL X W LL O Z LL! 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W TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTIFICATION 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California The bidder under penalty of perjury, certified that except as noted below, he/she or any person associated therewith in the capacity of owner, partner, director, office manager: is not currently under suspension, debarment, voluntary exclusion or determination of ineligibility by any federal AGENCY; has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal AGENCY within past three years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. None Exceptions will not necessarily result in denial of award, but will be considered in determining bidders' responsibility. For any exception noted above, indicate below to whom it applies, initialing AGENCY, and dates of action. N/A NOTE: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. C-5 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California This bidder Sierra Nevada Construction, Inc. , proposed subcontractor ------------- , hereby certifies that he has X . has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925.11114, or 11246, and that he has , has not , filed with the Joint Reporting Committee, and Director of Office of Federal Contract Compliance, a Federal Government contracting or administering AGENCY, or the former President's Committee on Equal Employment Opportunity, all reports that are under the applicable filing requirements. Company: Sierra Nevada Construction, Inc. By: Title: Kevin L. Robertson, President Date: 05/03/16 Note: The above certification is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause as set forth in 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO -1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime CONTRACTORS and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such CONTRACTOR submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. C-6 "11"' M a y - 4, 2016''10 ; 00AM1kU8B'S i e r ra'"b°'; Page oft No, 4449 P. 2 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2016.16 Annual Slurry Seal Project Bid No, ENG -16.1 6•M0108SS Project No. M0109 City of Santa Clarlta, California This bidder , proposed subcontractor hereby cerlirias that he has , has not , parlicipaled in a previous conlracl or su—bco�nl&ct subject to the equal opportunity douse, as required by Executive Orders 10925.11114, or 111246, and that he has has not , filed with the Joint Reporting Committee, and Director of Office of Federal Contraci Compliance, a Federal Govemment contrecling or administering AGENCY, of the former President's Committee on Equal Employment Opportunity, all reports that are under the applicable filing requirements. Company, By. .� Title: Date: S Note: The above cortication Is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60.11(b)(1)), and must he submitted by bidders and proposed subcontractors only In connection with contracts and subcontracts. which are subject io the equal opportunity clause as set forth in 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO -1) Is the only report required by the Executive Orders or their implementing regulations. Proposed prime CONTRACTORS and subcontractors who have participated in a previous conlract or .subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of Contracts and subcontracts unless such CONTRACTOR submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director. Office of Federal Contract Compliance, U.S, Department of Lager. C-6 Received Time May, 4,,2016 9;27AM No 4445 %M 0510412016 09:20 CHRISP CO DISPATCH ■ ■rr■ ■ fA1n1909 8201311 P.0011001 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2016-16 Annual Slurry Seal Project Bid No. ENCS-15-16-MO109SS Project No. M0109 City of Santa Clarita, California This bidder proposed subcontractor Chr ;s C-,,,pqAV hereby certifies that he has , has not , participated in a previous contract or subcontract subject to (lie equal opportul Ity clause, as required by E=xecutive Orders 10926.11114, or 11246, and that he has has not A , tiled with the Joint Reporting Committeo, and Director or Office, of Federal Contract Compliance, a -o oral Government contracting or administering AGENCY, or the former PresidenUs Committee on Equal Employment Opportunity, all reports that are unde'r the applicable filing requirements. Company:cy .5 o avl I_--__..�. Title: ©.ick. o�Gkr`tnr'sr'' Date: Note: The above certlfleation is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only In connection with contracts and subcontracts which are subject to the equal opportunity clause as set forth in 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO -1) is the only report required by the Executive Orders or their Implementing regulations. Proposed prime CONTRACTORS and subcontractors who have participated in a previous contract or subcontract subject to ilia Executive Orders and have not filed the required reports should note that 41 CFR 60-13(b)(1) prevents the award of contracts and subcontracts unless such CONTRACTOR submits a report covering the delinquent period or such other period specified by the f=ederal Highway AcdmInistration or by the Director, OfPlee of f=ederal Contract Compliance, U.S. Department of Labor. C-6 Received Time May. 4, 2016 9:19AM No -4444 i EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California This bidder Sierra Nevada Consteuu:lion, hic, , proposed subcontractor Hardy & Harper, I11c , hereby certifies that he has x , has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925.11114, or 11246, and that he has _x___ , has not , filed with the Joint Reporting Committee, and Director of Office of Federal Contract Compliance, a Federal Government contracting or administering AGENCY, or the former President's Committee on Equal Employment Opportunity, all reports that are under the applicable filing requirements. i IF Date: ,r�1J0IG Note: The above certification is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause as set forth in 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO -1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime CONTRACTORS and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such CONTRACTOR submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor, C-6 BIDDER'S INFORMATION AND CERTIFICATION Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION Bidder certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, Bidder certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. Bidder's Name: Sierra Nevada Construction, Inc. Business Address: P.O. Box 50760, Sparks, NV 89435-0760 Telephone No.: (775) 355-0420 State CONTRACTOR's License No. & Class: 593393, Class A, General Engineering Original Date: 05/10/1990 Expiration Date: 05/31/2016 The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal: See attached Corporate Officers listing The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture are as follows: N/A C-7 SNC CORPORATE OFFICERS State of Incorporation — Nevada SIERRA NEVADA CONSTRUCTION, INC Mail PO Box 50760 Sparks, NV 89435-0760 Yarc 2055 East Greg Street Sparks, NV 89431 Phone 775.355.0420 Fax 775.355.0535 NV 25565 593393 NAME TITLE BUSINESS ADDRESS PLACE OF RESIDENCE SHAREHOLDER Kevin L. Robertson President Craig D. Holt Vice President P.O. Box 50760 Sparks, NV 89435-0760 P.O. Box 50760 Sparks, NV 89435-0760 Coronado, California 50% Reno, Nevada 50% Marc T. Markwell Secretary/Treasurer P.O. Box 50760 Reno, Nevada Sparks, NV 89435-0760 All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 3rd day of May 2016 . BIDDER: Signature Kevin L. Robertson, President Name and Title of Signatory Sierra Nevada Construction, Inc. Legal Name of Bidder P.O. Box 50760 S12arks, NV $ 435-0760 Address _(775)355-0420 88-0245093 Telephone Number Federal Tax I.D. No. SIGNATURES MUST BE MADE AND NOTARY ACKNOWLEDGMENTS OF EXECUTION OF BIDDER MUST BE ATTACHED Subscribed and sworn to this Notary Public day of , 20A-- 1 ti DARCIAA. CARPENTER s Notary Publlo 91ato of Ne010 u ty FW4raaIn �pu1,2019- No, u�munnuuu�uuwuuuuuuruunuururuuuuu,uuu-,,,u, iuu'..P C-8 (SEAL) All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: QFV IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 3rd day of May 2016 BIDDER: C =1 - t) Signature Craig D. Holt, Vice President Name and Title of Signatory Sierra Nevada Construction, Inc. Legal Name of Bidder P.O. Box 50760, Sparks, NV 89435-0760 Address 775 355-0420 Telephone Number 88-0245093 Federal Tax I.D. No. SIGNATURES MUST BE MADE AND NOTARY ACKNOWLEDGMENTS OF EXECUTION OF BIDDER MUST BE ATTACHED Subscribed and sworn to this r% day of 20 -4 -- Notary Public i=- A LOUJA� rrw.r••..., •...•rr..............F Arr...r,r.Yrr r.r,.+r,larr.,+.••.r.l,r!l.. ........... . + DARCIA A. CARPENTER Notary Public • State of Nevada APPOINmeM R000rded In W&" County N°S,Auu `d 14 20191 Nut (SEAL) All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: N/A IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 3rd day of May 2016 . BIDDER: Sig Marc T. Markwell Secreta / Treasurer Name and Title of Signatory Sierra Nevada Construction, Inc. Legal Name of Bidder P.O. Box 50760. Sparks. NV 89435-0760 Address (775)355-0420 Telephone Number 88-0245093 Federal Tax I.D. No. SIGNATURES MUST BE MADE AND NOTARY ACKNOWLEDGMENTS OF EXECUTION OF BIDDER MUST BE ATTACHED Subscribed and sworn to this Notary Public 4 day of _, 20,�. A a 1 C-8 (SEAL) E.. "......... ...AR. C..... j - # . ,' ApPolntment Re�aMed in VYashde County € No: ss•aaar-2 • Explros AUp�t i, 2oi8 BID SECURITY FORMS FOR CHECK OR BOND TO ACCOMPANY BID NOTE: The following form shall be used in case check accompanies bid. Accompanying this Proposal is a *certified/cashier's check payable to the order !f�the City Santa Clarita for: dollars ($ , this ount being not less than ten percent (10%) of the total amount of the bid. The proceeds of this chec shall become the property of said AGENCY provided this Proposal shall be accepted by said AGENCY hrough action of its legally constituted contracting authorities, and the undersigned shall fail to execut contract and furnish the required bonds within the stipulated time; otherwise, the check shall be return to the undersigned. Project Name: 2015-16 Annual Slurry Seal Progri Bid No. ENG-15-16-MO109SS Project No. M0109 Bidder's Signature CONTRACTOR Address vv City, State, Zip Code * Delete the inapplicable work. NOTE: If the bidder desire to use a bond instead of a check, the following form shall be executed. The sum of this bond shall be of less than ten percent (10%) of the total amount of the bid. C-9 PROPOSAL GUARANTEE BID BOND 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO1O9SS Project No. MO1O9 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that Sierra Nevada Construction, Inc. , as BIDDER, and Liberty Mutual Insurance Company as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of Ten percent of amount bid dollars ($ **10%** ), which is ten percent (10%) of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and the contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY. IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this 12 _ day of April .20 16 BIDDER: 1 Si nature 1� Si Name and Title of Signatory 2055 East Greg Street, Sparks, NV 89431 775-355-0420 Address SURETY* Liberty Mutual Insurance Company, 14123 Denver West Parkway, Golden, CO 80401 720-497-8728 By (C: "f, i Lori Jones, Atto Fact; 300 East 2nd St., #1300, Reno, NV 89501 775-996-6037 Subscribed and sworn to this 12 NOTARY PUBL day of April 20 16. (SEAL) *Provide BIDDER and SURETY name, address, and telephone number and the name, title, address, and telephone number for authorized representative. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Department's most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located. ANDREA M. CANTLON Notary Public, State of Nevada Appointment No. 14.14280-2 My Appt. Expires Jun 11, 2018 C-10 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 7099570 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the 'Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, _ Andrea M. Cantlon; Lori Jones; Nicholas O. Rossi- Patricia Owens; Teri L. Wood all of the city of Reno , state of NV each Individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and dead, any and all undertakings, bonds, recognizances and other surety obligations, In pursuance of these presents and shall be as binding upon the Companies as If they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed Ihereto this 1st day of September 2015 sv INs rtasuq American Fire and Casualty Company "'''�� The Ohio Casualty Insurance Company rn m n f g Liberty Mutual Insurance Company m .1x9*m06 y a w1919, 1912 912 "1991yh*ei MWesterica/nInsurance Company C By: rn7 >+ STATE OF PENNSYLVANIA ss David M. CareKAssistent Secretary COUNTY OF MONTGOMERY _ C dtm On this 1st day of September 2015 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v v d Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do, >,W p execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. az > IN WITNESS WHEREOF, I have hereunto subscribed,m name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. O C. ppsT COMMONWEALTH OF PENNSYLVANIA 'a v "mor+wp� fid! Notarial Seal ��/ G%�/ O C •y sW �° �� a Teresa Pastella, Notary Public gy; !tf 13 W of Plymouth Twp., Montgomery County Teresa Pastella, Notary Public O i My Commission Expires March 29, 2017 3 M L4W- Q � Member, Pennsylvania Association of Notaries d 0.W t0 C ` This Power of Attorney is made and executed pursuant to en by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance fn p 6 t, Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: aL.. LCD ARTICLE IV— OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject O C to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, d O .S acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective y powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so d G executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under > c `~ > the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. L t. N = ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, 00 >4) and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, 6. M p seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their O o Z v respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so vT— executed such instruments shall be as binding as if signed by the president and attested by the secretary. O Io Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in- ~ fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company. Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. ` IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this I day of 7 r` �. 201^ ,aDCArG ZY INS' .014vp.. `plytNSUgK� kr� s10 1906 a a 1919 �++ 1912 Y 1991 By: — — 2 Gregory W. Davenport, Assistant Secretary fF f tF 84 of 100 LMS�12873 122013 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California To the CITY OF SANTA CLARITA: In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE "BIDDER'S CERTIFICATION" SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORM A PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION. C-11 NON -COLLUSION AFFIDAVIT 2015-16 Annual Slurryry Seal Pro Bid No. ENG-15-16-M0109A Project No. M0109 City of Santa Clarita, California INCIPAL CONTI Nevada STATE OF ) Washoe ) § COUNTY OF ) Kevan Y., Robertson being first duly sworn deposes and says that he is the President (sole owner, a partner, president, etc.) of Sierra Nevada Construction, the party making the foregoing bid; that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or indirectly, submitted his bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or AGENCY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or AGENCY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business. Bidder: 74� Sionature Title President Subscribed�and sword to and before me this 5t day of 204 Seal of Notary EII I „+. 11 DARCIAA. CARPENTER „` Notary Public - ®tate of Nevada AppohdMent PAMrded In Wg9m County No: *987-2 - Expires Auguxl 1, 2019 NIIIIINII INI NI„1{IfIII/111{NNNIIIIlNINIII{NI{IIIN„NN., l iii>I r, II N I li,l 111 C-12 BIDDER'S QUESTIONNAIRE 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California If the bidder has answered the questionnaire within the past year and there are no significant changes in the information requested, then the bidder need not file a new questionnaire. If there are changes, indicate those changes. Should the space provided not be adequate, so indicate and complete information on a separate page(s) and attach hereto. 1. Submitted by: Sierra Nevada Construction, Inc. Telephone: 775 355-0420 Principal Office Address: 2055 E. Greg Street, Sparks. NV 89431 2. Type of Firm: Co oration Corporate: V Other: Individual: Partnership: 3a. If a corporation, answer these questions: Date of Incorporation: 03/02/1988 State of Incorporation: Nevada President's Name: Kevin L. Robertson Vice -President's Name: Craig D. Holt Secretary or Clerk's Name: Marc T. Markwell Treasurer's Name: Marc T. Markwell 3b. If a partnership, answer these questions: Date of organization: -- State Organized in: Name of all partners holding more than a 10% interest: C-13 BIDDER'S QUESTIONNAIRE (cont'd) 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California Designate which are General or Managing Partners. 4. Name of person holding CONTRACTOR's license: Sierra Nevada Construction, Inc. License number: 593393 __ Class: A Expiration Date: 05/31/2016 5. CONTRACTOR's Representative: Kevin L. Robertson Title: Presiden Alternate: Craig D. Holt Title: Vice President 6. List the major construction projects your organization has in progress as of this date: Owner: (A) See attached Backlog (B) Project Location: Type of Project: C-14 c °0 m m E c 0 U 06 C6 ? m of o U Q z o z d m U U .s o r o r o i o c rn ro c o m c c o r (o W mNiq (7� �0op2 > m W N>0_(O (00 a OO(rj �'>a mZ j co m ❑ ins -N >(na Q�.-s - 0W) �p 31- 0 LO cz cadoo U m -0 O� ma0 cU c�� UaD mU`moVoUNrom xm- ��Q ro>�z� x�_'€>o mz r> (nZU O._O)U Z aDz o� a; mcZ coO E'� C N Y(O 10ZU1 fA�N O 00 OmLL ZH U, Ci�O O0) M N �UNUiOzc,4 L/i O mM>O �0 llqq� U 2r 2 C UO N W mr3 N C u0O Ma)M00mir JOS V O�1 C OpD mOpt m Cl)i0O6 MO�> .000 10OW WNd �� m W> (O10 r 10 O 1(> 10 co N O N N O OD O r O V O N M 01 vo 7 10 N r O M V N O O N V (M7 N N N M T T N ' — T IT Q h OOOOOP h pr r OP N 10 to N V OP Cl) 19 (0 0P (O N r � C? W I? 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(O 000 V! 0 I O 1L0 N 63 0 o rn co V! fA 0 p V N N r 63 63 60 V3 Vi 0 o (c N r- 0 63 69 V) 69 0 0 O 63 O O O O O O O O O O O O O O O O O O OO O r O p N O) OD r O O r O N O O O O O coM O) r 1n O o O o V OD N tri m 100. o r eo Q e r Noo aaOD• o v m v arD• c rn w a ib r - Vf V) V} (a M 63 w V3 N V) W 63 V3 63 69 Vi 63 N 63 W U p O O O MO c O m O w O y m w w E U 7 7 c y Q 2 y m m as i a) E o m 3 m E E o 3 ID c > c > c > i U) U) c m Md) (LX c v On c � A m n_ m n_ aa)) ky i N m In p U U O N c m U n S L O L � N OJ c N CUS N N U 2 Q Z C ac F A 0 o O o N Y L c O 0 LO CP i4 z 'am m0 LL N O ~ c m Q c c 77 Z la m. K Q (6 c O L 2 O m (mn O Y a> LOC dW N 2 a> D m c 00 2 •C C ) (? -0 m ❑ a> m (c� 4) > ❑ O O al W > O ❑ z U U- z z a Ol w a 3 w z va P N c y ❑0 o0 0 0) c N E E C L Q c p E O U O C HE 0 d c Em C L a) O i� Q m m m(DC CLO ❑ a) bL2 � C O m O Lr)U V O �O O � ~c U m 2 l>C O O U❑> O Om L 4) c Qj0 (D UrLC UUL U 7 Uz W d (n CERTIFICATION OF NON -SEGREGATED FACILITIES 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California The CONTRACTOR certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The CONTRACTOR certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The CONTRACTOR agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The CONTRACTOR agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. Sierra Nevada Construction, Inc. CONTRACTOR Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor — 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 — Friday, February 16, 1968 — p. 3065). C-15 SECTION D: CAPITAL IMPROVEMENT PROJECT AGREEMENT & BONDS CON -9 Council Approval Date: Agenda Item: Contract Amount: CAPITAL IMPROVEMENT PROJECT AGREEMENT 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California This AGREEMENT is made and entered into for the above -stated project BY AND BETWEEN the CITY OF SANTA CLARITA, as CITY, and as CONTRACTOR. CITY and CONTRACTOR have mutually agreed as follows: ARTICLE I That contract documents for the aforesaid project shall consist of the Notice Inviting Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, special drawings, appendices, and City's Labor Compliance Program; together with this AGREEMENT and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said AGREEMENT documents are made a part hereof as though fully set forth herein. ARTICLE II For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above - stated project, and to fulfill all other obligations as set forth in the aforesaid contract documents. ARTICLE III CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CONTRACTOR shall not be subject to day-to-day supervision and control by CITY employees or officials. CONTRACTOR shall perform services in accordance with the rules, regulations and policies of CITY respecting such services, and in accordance with appropriate standards of professional conduct, if any, applicable to the services provided. CITY shall not be responsible for withholding any payroll or other taxes on behalf of CONTRACTOR. It is understood and agreed that the CONTRACTOR is, and at all times shall be, an independent CONTRACTOR and nothing contained herein shall be construed as making the CONTRACTOR, or any individual whose compensation for services is paid by the CONTRACTOR, an agent or employee of the CITY, or authorizing the CONTRACTOR to create or assume any obligation of liability for or on behalf of the CITY. ARTICLE VIII CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established. Liability Insurance During the entire term of this agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law -for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability and property damage insurance shall be maintained in full force and effect throughout the term of the AGREEMENT and any extension thereof in the amount indicated above or the following minimum limits: A combined single limit liability policy in the amount of $2,000,000 or a commercial general liability policy with a $2,000,000 occurrence limit and a $4,000,000 aggregate limit will be considered equivalent to the required minimum limits. All of such insurance shall be primary insurance and, shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City's Risk Manager shall be submitted to City prior to execution of this Agreement on behalf of the City. Revised 1/2012 Page 3 of 8 ARTICLE IX Pursuant to Senate Bill 542, chaptered in 1999, the Employment Development Department (EDD) of the State of California requires that a W-9 Form be filed by all vendors for all AGREEMENTS entered into with the City. CONTRACTOR agrees to complete all required forms necessary to comply with EDD regulations. ARTWIN X Term This AGREEMENT shall be effective for a period beginning on the date shown in the Notice to Proceed, and ending on 35 days after the date of recordation of the Notice of Completion unless sooner terminated. Modification/Termination No modification, amendment or other change in this AGREEMENT or any provision hereof shall be effective for any purpose unless specifically set forth in writing and signed by duly authorized representatives of the parties hereto. This AGREEMENT may be terminated with or without cause by CITY giving CONTRACTOR thirty (30) days advance written notice. Any reduction of services shall require thirty (30) days advance written notice unless otherwise agreed in writing between CONTRACTOR and CITY. In the event of termination, CONTRACTOR shall be entitled to compensation for all satisfactory services completed and materials provided to the date of the notice of termination. Conflict of Interest CONTRACTOR will comply with all conflict of interest laws and regulations including, without limitation, CITY's conflict of interest regulations. Non -Effect Waiver CONTRACTOR's or CITY's failure to insist upon the performance of any or all of the terms, covenants, or conditions of this Agreement, or failure to exercise any rights or remedies hereunder, shall not be construed as a waiver or relinquishment of the future performance of any such terms, covenants, or conditions, or of future exercise of such rights or remedies, unless otherwise provided for herein. Severability In the event that any one or more of the provisions contained in this AGREEMENT shall for any reason be held to be unenforceable in any respect by a court of competent jurisdiction, such holding shall not affect any other provisions of this AGREEMENT, and the AGREEMENT shall then be construed as if such unenforceable provisions are not a part hereof. GoverninLy Law Revised 1/2012 Page 5 of 8 The City of Santa Clarita actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. ELECTRONIC TRANSMISSION OF CONTRACT AND SIGNATURE. The Parties agree that this Agreement may be transmitted and signed by electronic mail by either/any or both/all Parties, and that such signatures shall have the same force and effect as original signatures, in accordance with California Government Code section 16.5 and Civil Code section 1633.7. (SIGNATURES ON NEXT PAGE) Revised 1/2012 Page 7 of 8 The parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this AGREEMENT to be executed in duplicate by setting hereunto their names and titles on this date of CONTRACTOR: CONTRACTOR Name: Address: Phone & Fax No. ALL SIGNATURES MUST BE Signed By: WITNESSED BY NOTARY CITY: Approved as to Form: Print Name & Title: CONTRACTOR's License No. Class Date: Mayor/City Manager of the City of Santa Clarita City Attorney of the City of Santa Clarita Date: Revised 1/2012 Page 8 of 8 FAITHFUL PERFORMANCE BOND 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR, AND as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of dollars ($ ), which is one -hundred (100%) percent of the total amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligation or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of ,20 . CONTRACTOR* SURETY* Subscribed and sworn to this NOTARY PUBLIC day of 20_ * Provide CONTRACTOR/SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. D-14 LABOR AND MATERIAL BOND 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR AND SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, of ($ ), which is one -hundred (100%) percent of the total amo stated project, for the payment of which sum, CONTRACTOR and SURETY ac jointly and severally, firmly by these presents. as in the penal sum _ dollars int for the above ,ee to be bound, THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above - stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY. IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of )20—. CONTRACTOR* SURETY* Subscribed and sworn to this NOTARY PUBLIC day of 20_ * Provide CONTRACTOR/SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. D- 15 SECTION E: SPECIAL PROVISIONS GENERAL SECTION E — SPECIAL PROVISIONS — GENERAL 2014-15 Annual Slurry Seal Project Bid No. ENG-14-15-MO102B Project No. M0102 B City of Santa Clarita, California The general provisions for this contract shall be in conformance with Part 1, "General Provisions," of the Standard Specifications for Public Works Construction, 2012 Edition, (SSPWC or Greenbook 2012) accept as amended and or superseded by the following: BIDDER shall take note that the amendment and additional provision that follow are not all shown in the order or numbering system as shown in the Greenbook 2015 edition. SECTION 1 - TERMS. DEFINITIONS, ABBREVIATIONS, AND SYMBOLS Agency ............................ City of Santa Clarita Board ............................... City Council representing the City of Santa Clarita Caltrans ........................... California Department of Transportation Caltrans Specifications.... "Standard Specifications" and "Standard Plans", latest edition, issued by the State of California Department of Transportation City .................................. City of Santa Clarita City Attorney .................... Attorney for the City of Santa Clarita C&DMMP ........................ Construction & Demolition Materials Management Plan Design Engineer .............. Pavement Engineering, Inc. Engineer .......................... City of Santa Clarita, City Engineer Finish Grade .................... Proposed Grade, proposed finished grade, final finish grade Inspector ......................... Inspector for the City of Santa Clarita Owner .............................. City of Santa Clarita PCC ................................. Portland Cement Concrete State ................................ State of California BMPs ............................... Best Management Practices SSPWC ........................... Standard Specification of Public Works Construction, 2012 Edition Greenbook ...................... Standard Specification of Public Works Construction, 2012 Edition SWPPP ........................... Storm Water Pollution Prevention Plan WPCP ............................. Water Pollution Control Program E1 PART 1 GENERAL - Add the following specifications 1-1.1 DESCRIPTION The Owner and Contractor shall utilize EADOC LLC's EADOC system for electronic submittal of all data and documents (unless specified otherwise by the owners representative)throughout the duration of the Contract. EADOC is a web -based electronic media site that is hosted by EADOC LLC. utilizing their EADOC web solution. EADOC will be made available to all contractors project personnel, subcontractor personnel, suppliers, consultants and the Designer of Record. The joint use of this system is to facilitate; electronic exchange of information, automation of key processes, and overall management of the contract. EADOC shall be the primary means of project information submission and management. When required by the Owners representative, paper documents will also be provided. In the event of discrepancy between the electronic version and paper documents, the paper documents will govern. EADOC is a registered trademarks of EADOC LLC. 1-1.2 USER ACCESS LIMITATIONS The Owners representative will control the Contractor's access to EADOC by allowing access and assigning user profiles to accepted Contractor personnel. User profiles will define levels of access into the system; determine assigned function -based authorizations (determines what can be seen) and user privileges (determines what they can do). Sub -contractors and suppliers will be given access to EADOC through the Contractor. Entry of information exchanged and transferred between the Contractor and its sub -contractors and suppliers on EADOC shall be the responsibility of the Contractor. 1-1.2.1 Joint Ownership of Data Data entered in a collaborative mode (entered with the intent to share as determined by permissions and workflows within the EADOC system) by the Owners Representative and the Contractor will be jointly owned. 1-1.2.2 Data access after project completion All Project participants can request a copy of their project information from EADOC upon completion of the project. Participants are responsible for the $500 cost for the archive. To request an archive complete a support request in the EADOC application. The support request should include the address for shipping the archive too. 1-1.3 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING Review comments made (or lack thereof) by the Owner on Contractor submitted documentation shall not relieve the Contractor from compliance with requirements of the Contract Documents. The Contractor is responsible for managing, tracking, and documenting the Work to comply with the requirements of the Contract Documents. Owners acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation and does not constitute validation of the Contractor's submitted information. 1-1.4 SUBMITTALS See Section 2-5.3 SUBMITTALS: Preconstruction Submittals List of Contractor's key EADOC personnel. Include descriptions of key personnel's roles and responsibilities for this project. Contractor should also identify their organizations administrator on the list. E2 1-1.6 COMPUTER REQUIREMENTS The Contractor shall use computer hardware and software that meets the requirements of the EADOC system as recommended by EADOC LLC. to access and utilize EADOC . As recommendations are modified by EADOC, the Contractor will upgrade their system(s) to meet the recommendations or better. Upgrading of the Contractor's computer systems will not be justification for a cost or time modification to the Contract. The contractor will ensure that connectivity to the EADOC system (whether at the home office or job site) is accomplished through DSL, cable, T-1 or wireless communications systems. The minimum bandwidth requirements for using the system is 128kb/s. It is recommended a faster connection be used when uploading pictures and files into the system. EADOC supports the current and prior two major versions of Chrome, Firefox, Internet Explorer and Safari on a rolling basis. Each time a new version of one of these browsers is released, we begin supporting the update and stop supporting the fourth -oldest version. 1-1.6 CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for the validity of their information placed in EADOC and for the abilities of their personnel. Accepted users shall be knowledgeable in the use of computers, including Internet Browsers, email programs, cad drawing applications, and Adobe Portable Document Format (PDF) document distribution program. The Contractor shall utilize the existing forms in EADOC to the maximum extent possible. If a form does not exist in EADOC the Contractor must include a form of their own or provided by the Owner representative as an attachment to a submittal. Adobe PDF documents will be created through electronic conversion rather than optically scanned whenever possible. The Contractor is responsible for the training of their personnel in the use of EADOC (outside what is provided by the owner) and the other programs indicated above as needed. 1-1.6.1 User Access Administration Provide a list of Contractor's key EADOC personnel for the Owner's Representative acceptance. Contractor is responsible for adding and removing users from the system. The Owners Representative reserves the right to perform a security check on all potential users. The Contractor will be allowed to add additional personnel and sub contractors to EADOC. 1-1.7 CONNECTIVITY PROBLEMS EADOC is a web -based environment and therefore subject to the inherent speed and connectivity problems of the Internet. The Contractor is responsible for its own connectivity to the Internet. EADOC response time is dependent on the Contractor's equipment, including processor speed, Internet access speed, etc. and current traffic on the Internet. The Owner will not be liable for any delays associated from the usage of EADOC including, but not limited to: slow response time, down time periods, connectivity problems, or loss of information. The contractor will ensure that connectivity to the EADOC system (whether at the home office or job site) is accomplished through DSL, cable, T-1 or wireless communications systems. The minimum bandwidth requirements for using the system is 128kb/s. It is recommended a faster connection be used when uploading pictures and files into the system. Under no circumstances shall the usage of the EADOC be grounds for a time extension or cost adjustment to the contract. E3 1-1.8 TRAINING The project owner has arranged for 1 training session to be provided to the contractor. Contractor shall invite subcontractor personal responsible of submittals and any other correspondence of importance to the project. Training session will be scheduled prior to the pre -construction meeting. PART 1.2 PRODUCTS 1-2.1 Description EADOC project management application (no equal) Provided by EADOC LLC wwwEADOCsoftware.com PART 1.3 EXECUTION 1-3.1 EADOC UTILIZATION EADOC shall be utilized in connection with submittal preparation and information management required by Sections which require the following: PROJECT MANAGEMENT AND COORDINATION CONSTRUCTION PROGRESS DOCUMENTATION NETWORK ANALYSIS SCHEDULES (NAS) PROJECT WEB SITE SUBMITTAL PROCEDURES, DESIGN AND CONSTRUCTION QUALITY CONTROL and other specifications in Section 1. Requirements of this section are in addition to requirements of all other sections of the specifications. 1-3.1.1 Design Document Submittals All design drawings and specifications shall be submitted as cad .dwg files or PDF attachments to the EADOC submittal work flow process and form. 1-3.1.2 Shop Drawings Shop drawing and design data documents shall be submitted as cad .dwg files or PDF attachments to the EADOC submittal work flow process and form. Examples of shop drawings include, but are not limited to: a. Standard manufacturer installation drawings. b. Drawings prepared to illustrate portions of the work designed or developed by the Contractor. c. Steel fabrication, piece, and erection drawings. 1-3.1.3 Product Data Product catalog data and manufacturers instructions shall be submitted as PDF attachments to the EADOC submittal work flow process and form. Examples of product data include, but are not limited to: a. Manufacturer's printed literature. b. Preprinted product specification data and installation instructions. E4 1-3.1.4 Samples Sample submittals shall be physically submitted as specified in Section 2-5 SUBMITTALS. Contractor shall enter submittal data information into EADOC with a copy of the submittal form(s) attached to the sample. Examples of samples include, but are not limited to: a. Product finishes and color selection samples. b. Product finishes and color verification samples. c. Finish/color boards. d. Physical samples of materials. 1-3.1.6 Administrative Submittals All correspondence and pre -construction submittals shall be submitted using EADOC. Examples of administrative submittals include, but are not limited to: a. Digging permits and notices for excavation. b. List of product substitutions c. List of contact personnel. d. Notices for roadway interruption, work outside regular hours, and utility cut overs. e. Requests for Information (RFI). f. Network Analysis Schedules and associated reports and updates. Each schedule submittal specified in Specification Section 6 — PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK; shall be submitted as a native backed -up file (.PRX or .STX) of the scheduling program being used. The schedule will also be posted as a PDF file in the format specified in Specification Section 6. g. Plans for safety, demolition, environmental protection, and similar activities. h. Quality Control Plan(s), Testing Plan and Log, Quality Control Reports, Production Reports, Quality Control Specialist Reports, Preparatory Phase Checklist, Initial Phase Checklist, Field Test reports, Summary reports, Rework Items List, etc. j. Meeting minutes for quality control meetings, progress meetings, pre -installation meetings, etc. k. Any general correspondence submitted. 1-3.1.6 Compliance Submittals Test reports, certificates, and manufacture field report submittals shall be submitted on EADOC as PDF attachments. Examples of compliance submittals include, but are not limited to: a. Field test reports. b. Quality Control certifications. c. Manufacturers documentation and certifications for quality of products and materials provided. 1-3.1.7 Record and Closeout Submittals Operation and maintenance data and closeout submittals shall be submitted on EADOC as PDF documents during the approval and review stage as specified, with actual set of documents submitted for final. Examples of record submittals include, but are not limited to: a. Operation and Maintenance Manuals: Final documents shall be submitted as specified. E5 b. As -built Drawings: Final documents shall be submitted as specified. c. Extra Materials, Spare Stock, etc.: Submittal forms shall indicate when actual materials are submitted. 1-3.1.7 Financial Submittals Schedule of Value, Pay Estimates, Change Request Proposals and preliminary allowance order proposals shall be submitted on EADOC. Supporting material for Pay Estimates, Change Requests, and allowance order proposals shall be submitted on EADOC as PDF attachments. Examples of compliance submittals include, but are not limited to: a. Contractors Schedule of Values b. Contractors Monthly Progress Payment Requests c. Contract Change proposals requested by the project owner. d. Preliminary allowance order proposals requested by the project owner. E6 SECTION 2 - SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT — Replace as follows Within ten (10) working days after the date of the AGENCY's notice of award, the CONTRACTOR shall execute and return the following contract documents to the AGENCY: - Capital Improvement Project Agreement - Payment Bond - Faithful Performance Bond - Maintenance Bond - Labor and Material Bond - Public Liability and Property Damage Insurance Certificate and Endorsements - Auto Insurance - Worker's Compensation Insurance Certificate - W-9 Form - Diversion Security Deposit - Construction and Demolition Materials Management Plan (C&DMMP, see Section E7-8.10) Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee. The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so. PRE -CONSTRUCTION MEETING A Pre -Construction Conference shall be conducted at the Santa Clarita City Hall, 23920 Valencia Boulevard, Santa Clarita, CA 91355, prior to the start of construction. The job - site foreman or superintendent assigned by the CONTRACTOR for this project shall be present at the Pre -Construction Meeting. The CONTRACTOR shall prepare a tentative progress schedule for submission and review at the Pre -Construction Meeting. The discussion shall include: verification of equipment orders; project supervision; on-site inspection; progress schedules and reports; payments to CONTRACTOR; safety; and other anticipated problems pertinent to the project. The City of Santa Clarita will issue Notice to Proceed and Encroachment Permits at the Pre -Construction Meeting. At this conference, the CONTRACTOR shall designate, in writing, a representative who shall have complete authority to act for the CONTRACTOR. An alternate representative may be designated. The representative or alternate shall be present at the job site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the project, persons, or property. Any order or communication given to this representative shall be deemed delivered to the CONTRACTOR. In the absence of the CONTRACTOR or its designated representative, necessary or desirable directions or instructions may be given by the Engineer to the superintendent E7 or person having charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the CONTRACTOR or its representative. Those attending the meeting shall include, but not be limited to the following: • CONTRACTOR • SUBCONTRACTORS • CONTRACTOR finance representative or certified payroll designee for Labor Compliance instructions • City of Santa Clarita Department of Public Works Staff • City of Santa Clarita Project Manager • City of Santa Clarita Project Inspector • Design Engineer • Affected utility companies representatives One week prior to this meeting the CONTRACTOR shall submit the following: a. Construction Schedule b. Traffic Control Plan c. Construction Phasing Plan 2-3 SUBCONTRACTS 2-3.2 Additional Responsibility- The second and third paragraphs of Subsection 2-3.2 of the SSPWC is hereby deleted and replaced with the following: The CONTRACTOR shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the CONTRACTOR shall amount to at least 15 percent of the total contract labor for the Contract. Contract labor shall exclude superintendence. Any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the CONTRACTOR with its own organization. When items of work in the bid schedule are preceded by the letter (s), said items are designated "specialty items." Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the Contract Unit or Lump Sum Price. When a portion of an item is subcontracted, and value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information submitted by the CONTRACTOR, subject to approval by the ENGINEER. The prime CONTRACTOR shall provide a description by bid item number and also otherwise fully designate the portion of work and amount of cost to be performed by each SUBCONTRACTOR. Attention is directed to the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to SUBCONTRACTORS. The CONTRACTOR shall return all moneys withheld in retention from the SUBCONTRACTOR within 30 days after receiving payment for work satisfactorily completed, even if the other contract work is not completed and has not been accepted in conformance with Section 6-8 of the SSPWC. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise E8 available to the CONTRACTOR or SUBCONTRACTOR in the event of a dispute involving late payment or nonpayment by the CONTRACTOR or deficient subcontract performance or noncompliance by a SUBCONTRACTOR. 2-4 CONTRACT BONDS The Faithful Performance Bond shall remain in force until one year after the date of recordation of the Notice of Completion. The Labor and Material Bond shall remain in force until 35 days after the date of recordation of the Notice of Completion, or until all claims for material and labor are paid, whichever is greater. 2-5 PLANS AND SPECIFICATIONS 2-6.1 GENERAL -Add the following for specifics The CONTRACTOR shall carefully study and compare the Contract Documents with each other and with information available to the CONTRACTOR and furnished by the City and shall immediately notify the Engineer of errors, inconsistencies, or omissions discovered. If the CONTRACTOR performs any construction activity knowing it involves a recognized error, inconsistency, or omission in the Contract Documents without notice to the Engineer, the CONTRACTOR shall assume appropriate responsibility for such performance and shall assume responsibility for the full costs for correction. The CONTRACTOR shall make field measurements, verify field conditions, and shall carefully compare such field measurements and conditions and other information known to the CONTRACTOR with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer immediately. When existing conditions are encountered which, in the opinion of the Engineer, require temporary suspension of work for design modifications or for other determinations to be made, the CONTRACTOR shall move to other areas of work until such determinations are made at no cost to the City. The CONTRACTOR shall be allowed an adjustment in the contract price or an extension of the contract time, or both, directly attributable to any such suspension, if the CONTRACTOR makes an approved claim therefore as provided in Section 3, "Changes in Work" of the Standard Specifications. 2-5.3 SUBMITTALS 2-5.3.1 General - Add the following: Submittals shall be provided a minimum of 10 calendar days prior to the Preconstruction Meeting. Failure to provide submittals by this deadline may result in postponing the Preconstruction Meeting. Working days will be assessed to the contract for each day after the submittal deadline. E9 Submittals shall be submitted to: City of Santa Clarita 23920 Valencia Blvd. Suite 300 Santa Clarita, CA 91355 Phone: (661) 255-4933 Fax: (661) 254-3538 Attention: Frank J. Lujan 2-5.3.3 Add the following to Section 2-5.3.3 - Additional Shop Drawings and/or Submittals In addition to the required shop drawings, the CONTRACTOR shall submit the following shop drawings and/or submittals in adequate detail, including a list of all deviations from the Contract Documents, to determine the specifications are being met for all including the following: Equipment and Material Delivery Route Plans Stockpile and Storage Locations Engineered Traffic Control Plan Asphalt Concrete Mix Designs Asphalt Rubber Mix Designs Certificates of Compliance Samples of Notification Letters and Door Hangers Permits; including local air pollution control or air quality management district permits Traffic striping, marking and markers inventory Manholes, survey monuments, and utility covers inventory The above drawings, lists, prints, specifications, samples, and other data shall become a part of the Contract Documents, and a copy of the accepted shop drawing shall be kept with the job -site Contract Documents, and the fabrications furnished shall be in conformance with the Contract Documents. The Engineer's review of the above drawings, lists, prints, specifications, samples, or other data shall in no way release the CONTRACTOR from his/her responsibility for the proper fulfillment of the requirements of this Contract or for fulfilling the purpose of the installation or from his/her liability to replace same, should it prove defective or not conform to other system elements whether supplied by the CONTRACTOR, the AGENCY or existing or fail to meet the specified requirements. The CONTRACTOR shall thoroughly review each shop drawing for compliance and compatibility, certify and sign each shop drawing to indicate that a thorough review was made by the CONTRACTOR prior to submission for Engineer's review. The Engineer will review up to two (2) submittals for each item. If the Engineer's review requires more than two submittals, then the costs shall be borne by the CONTRACTOR. The Engineer's review is for general conformance to the Contract Documents and no check will be made to confirm dimensions, compatibility with other elements of the Work, or deviations from the Contract Documents which have not been specifically identified by the CONTRACTOR. CONTRACTOR is responsible for the installation of complete, functional improvements in accordance with the Contract Documents. E10 Section 2 is amended by adding thereto the following new Subsection 2-5.4 Examination of Contract Documents and Job Site. 2-5.4 EXAMINATION OF CONTRACT DOCUMENTS AND JOB SITE The BIDDER shall examine carefully the entire sites of the work, including but not restricted to the conditions and encumbrances related thereto, the plans and specifications, and the proposal and contract forms. The submission of a bid shall be conclusive evidence that the BIDDER has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished, and as to the requirements of the proposal, plans, specifications, and other contract documents. The CONTRACTOR shall carefully study and compare the Contract Documents with each other and with information available to the CONTRACTOR and furnished by the AGENCY and shall immediately notify the Engineer of errors, inconsistencies or omissions discovered. If the CONTRACTOR performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without notice to the Engineer, the CONTRACTOR shall assume appropriate responsibility for such performance and shall assume responsibility for the full costs for correction. The CONTRACTOR shall make field measurements, verify field conditions and shall carefully compare such field measurements and conditions and other information known to the CONTRACTOR with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Engineer immediately. When existing conditions are encountered which, in the opinion of the Engineer, require temporary suspension of work for design modifications or for other determinations to be made, the CONTRACTOR shall move to other areas of work until such determinations are made at no cost to the AGENCY. The CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if the CONTRACTOR makes an approved claim therefore as provided in SECTION 3—CHANGES IN WORK of the SSPWC. Section 2 is amended by adding thereto the following new Subsection 2-5.5 Drawings and Specifications (As Built) 2-5.5 DRAWINGS AND SPECIFICATIONS (AS -BUILT) The CONTRACTOR shall maintain on the job site, a set of full-size blueline or black line prints, to which the Engineer shall have access at all times. The plans, specifications, and other Contract Documents shall govern the project. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the plans, or on the plans and not in the specifications, shall be as though shown or mentioned in both. While it is believed that much of the project will be shown on the plans or indicated in the specifications, this does not warrant the completeness or accuracy of such information. E11 The CONTRACTOR shall ascertain the existence of any conditions affecting the cost of the project, which would have been disclosed by a reasonable examination of the site. On these plans, the CONTRACTOR shall make all as -built conditions, locations, configurations, and other details which may vary from the details represented on the original drawings. This master record of as -built conditions, including all revisions made necessary by Addenda, Change Orders, and the like, shall be maintained up to date during the progress of the work. In the case of those drawings, which are superseded by final shop drawings, the as -built drawings shall be updated by indicating how those portions are superseded. Upon completion of the work and prior to final acceptance, legible, reproducible, as -built drawings shall be turned over to the AGENCY. Progress payments shall be withheld if as -built drawings are not being updated. Final payment shall be withheld until as -built drawings are submitted and accepted by the Engineer. 2-6 WORK TO BE DONE The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the plans, specifications, and contract documents. CONTRACTOR shall provide safe and adequate pedestrian and vehicular movement at and around affected resident and/or businesses and construction sites shall be maintained at all times. AGENCY approved barriers and signs (traffic flagging personnel, if necessary), shall be furnished and utilized by the CONTRACTOR to ensure public and students safety at all times. ADD Paragraph 2-6.1 "Suggestions to CONTRACTOR" Any plan or method of work suggested by the AGENCY or the Engineer to the CONTRACTOR but not specified or required, if adopted or followed by the CONTRACTOR in whole or in part, shall be used at the risk and responsibility of the CONTRACTOR; and the AGENCY and the Engineer shall assume no responsibility therefore and in no way be held liable for any defects in the work which may result from or be caused by use of such plan or method of work. KVi:Jl M: if 916] '�_�'f-A"T The City will acquire all rights-of-way, easements, and rights -of -entry as required for this project. The CONTRACTOR shall verify that the acquisition(s) is completed prior to beginning any work outside of the public right-of-way. All cost for re -mobilization, downtime, etc. due to delays in obtaining the required rights-of-way, easements, and rights -of -entry shall be included in the bid prices for this project and no additional compensation shall be allowed. In the event the required easements have not yet been acquired by the City, the CONTRACTOR shall conduct his operation so as to confine his work to the limits of the existing right-of-way. Right-of-way easements have been obtained by the City. Offsite grading or other construction work is not permitted without prior written permission of the affected offsite property owner. Work shown outside of the right-of-way can not commence until approval in writing is obtained from offsite property owners and delivered to the City. E12 2-9 SURVEYING 2-9.1 PERMANENT SURVEY MARKERS The Agency shall provide all surveying services necessary for survey monument preservation. The CONTRACTOR shall be responsible for coordinating work with Agency to assure that all tie -outs have been completed prior to any demolition work. The CONTRACTOR shall bear the expense of replacing any survey monumentation that is disturbed prior to being tied -out by a Registered Land Surveyor or a Registered Civil Engineer authorized to practice land surveying within the State of California. 2-9.2 SURVEY SERVICE: - The existing paragraphs are deleted and replaced with the following: The CONTRACTOR will perform and be responsible for the accuracy of surveying adequate for construction. The CONTRACTOR shall perform and be responsible for any survey deemed necessary to adequately construct the work. This shall include providing digitized information and horizontal control of all hardscape construction items (curbs, walkways, signs, fencing, paving, etc.) indicated on plans. The CONTRACTOR shall provide the Engineer with the results of the survey before proceeding. Said surveying and staking shall be performed by a land surveyor, licensed to perform said work in the State of California. All survey work shall be done in compliance with state and local requirements, and to the satisfaction of the Engineer. Payment for Survey Service shall be included in the various bid items for which it is necessary and no addition compensation will be allowed therefore. 2-11 INSPECTION OF THE WORK — Add the following: The CONTRACTOR shall notify the Engineer or City Inspector forty-eight (48) hours in advance of the start of each phase / item of work. There will be an inspection of this project to ensure strict adherence to the plans and specifications. Any work done in unauthorized areas or in a manner unacceptable to the inspector shall not be accepted or paid for by the City. No concrete or asphalt pavement shall be placed prior to AGENCY inspection of the work area and sub -grade conditions. The City of Santa Clarita shall pay the costs for all material and compaction testing except for tests that fail. The cost of any failed tests will be paid by the Contractor and will be deducted from the final contract amount. E13 SECTION 3 - CHANGES IN WORK - 3-2 CHANGES INITIATED BY THE AGENCY 3-2.1 GENERAL. - Add to Section 3 the following: The AGENCY may at any time, as the need arises, order changes within the scope of the work without invalidating the Agreement. If such changes increase or decrease the amount due under the Contract Documents, or in the time required for performance of the work, an equitable adjustment shall be authorized by Change Order. Each approved change order shall be considered as an amendment to the Contract Documents and shall not be considered approved until executed by the AGENCY. The Engineer, also, may at any time, by issuing a Field Order, make changes in the details of the work. The CONTRACTOR shall proceed with the performance of any changes in the work so ordered by the Engineer unless the CONTRACTOR believes that such Field Order entitles him to a change in Contract Price or Time, or both in which event he shall give the Engineer WRITTEN NOTICE thereof within seven (7) days after the receipt of the ordered change. Thereafter the CONTRACTOR shall document the basis for change in Contract Price or Time within thirty (30) days. Engineer has authority to make minor changes in the work, which do not involve extra cost and are not inconsistent with the Contract Documents. CONTRACTOR's acting on such instructions, explanations and drawings of the Engineer means that CONTRACTOR agrees that such explanations, instructions and drawings are within the scope of the work in accordance with the intent of the Contract Documents and does not constitute a basis for modification of the Contract Documents as to price or time. The CONTRACTOR shall not execute such changes pending the receipt of an executed Change Order or further instructions from the AGENCY. The Contract Price may be changed only by a Change Order. The value of any work covered by a Change Order or of any claim for the increase or decrease in the Contract Price shall be determined by one or more of the following methods in the order of precedence listed below: 1. Unit prices previously approved. 2. An agreed lump sum. 3. The actual cost for labor, direct overhead, materials, supplies, equipment, and other services necessary to complete the work. In addition there shall be added an amount to be agreed upon but not to exceed fifteen (15) percent of the actual cost of the work to cover the cost of general overhead and profit. The aggregate of all markups for added work performed by a SUBCONTRACTOR, regardless of the number of tiers of SUBCONTRACTORS used, shall not exceed 10% on the first $2,000 of extra work performed by the SUBCONTRACTOR, and 5% on work in excess of $2,000. Extra work to be paid for on a force account basis as directed by the AGENCY's Representative will be paid for as set forth in Section 3 "Changes in Work" of the Standard Specifications. The labor surcharge, equipment rental rates and the right of way delay factors for each classification of equipment are listed in the California E14 Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates. 3-3 EXTRA WORK Subsection 3-3.2.3 - Markup is replaced by the following: a. Work by the CONTRACTOR: The following percentages shall be added to the CONTRACTOR's cost and shall constitute the markup for all overhead and profits: 1. Labor 20% 2. Materials 15% 3. Equipment Rental 15% 4. Other Items and Expenditures 15% Refer to current CALTRANS Labor Surcharge & Equipment Rental Rates for pricing of all Extra Work. b. Work by the SUBCONTRACTOR: The aggregate of all markups for added work, regardless of the number of tiers of SUBCONTRACTORS used, shall not exceed the markup established in Subsection 3-3.2.3a plus 10 -percent on the first $2,000 of extra work and 5 -percent on work in excess of $2,000. 3-3.3 Daily Reports by Contractor — Add the following: The Contractor shall complete a daily report indicating manpower, including, but, not limited to (name, job title, classification, hours worked on the project site) major equipment used and, on standby (itemized separately), subcontractors, and similar items involved in the performance of the work. The daily report shall be completed on forms prepared by the contractor and acceptable to the Engineer, and shall be submitted to the City inspector for verification each day. The City Labor compliance specialist will also use this daily report for verification of the Certified Payroll Statements. 3-4 CHANGED CONDITIONS - Add to Section 3-4, "Changed Conditions" the following: During the progress of the work, if subsurface or latent conditions are encountered at the site differing materially from those indicated in the "Materials Information," log of test borings, other geotechnical data obtained by the City's investigation of subsurface conditions, or an examination of the conditions above ground at the site, the party discovering those conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Protect and maintain existing profile grades and street cross -fall. Deviations from the above, whether in plan or field, shall be identified to the Engineer or City Inspector in writing prior to any work at least two weeks (10 working days) in advance. Cost of repair and restoration shall be at the CONTRACTOR's expense. Field obstructions, grade differences, or differences in dimensions may exist that might not have been considered or observed during design of this project. Upon discovery of the difference, the CONTRACTOR shall promptly notify the Engineer or City Inspector and the City having jurisdiction in writing at least two weeks (10 working days) in advance of disturbing, any physical conditions differing from those represented by approved plans and specifications. In the event this notification is not performed, the CONTRACTOR shall assume full responsibility for necessary revisions. E15 The CONTRACTOR will be allowed 15 days from the notification of the Engineer's determination of whether or not an adjustment of the contract is warranted, in which to file a notice of potential claim in conformance with the provisions of Section 3-3 "Extra Work," of the Standard Specifications and as specified herein; otherwise the decision of the Engineer shall be deemed to have been accepted by the CONTRACTOR as correct. The notice of potential claim shall set forth in what respects the CONTRACTOR's position differs from the Engineer's determination and provide any additional information obtained by the CONTRACTOR, including but not limited to additional geotechnical data. The notice of potential claim shall be accompanied by the CONTRACTOR's certification that the following were made in preparation of the bid: a review of the contract, a review of the "Materials Information," a review of the log of test borings and other records of geotechnical data to the extent they were made available to bidders prior to the opening of bids, and an examination of the conditions above ground at the site. Supplementary information, obtained by the CONTRACTOR subsequent to the filing of the notice of potential claim, shall be submitted to the Engineer in an expeditious manner. 3-6 NOTICE TO SURETIES Section 3, Changes in Work, is amended by adding thereto the following Subsection 3-6: The CONTRACTOR shall notify his sureties and the carriers of the insurance furnished and maintained by him of any changes affecting the general scope of work or change in the contract price, or time, or a combination thereof, and the amount of the applicable bonds and the coverage of the insurance shall be adjusted accordingly. The CONTRACTOR shall furnish proof of such adjustments to the AGENCY. E16 SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General: The CONTRACTOR and all SUBCONTRACTORS, suppliers, and vendors, shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The CONTRACTOR, at no cost to the AGENCY, shall make repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this one-year period, the CONTRACTOR shall also restore to full compliance with requirements of this contract portions of the work that are found to not meet those requirements. The CONTRACTOR shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. Repairs, replacements, and restorations shall be made within 30 days after the date of the ENGINEER's written notice. 4-1.3.1 General — Add the following: A. Provide letters of certificate for aggregate materials to be used for: 1. Base. 2. Design mix for asphalt concrete. 3. Design mix for asphalt rubber hot mix (ARHM). 4. Design mix for concrete pavements. 5. Design mix for Slurry Seal B. Provide submittals for materials to be used as described in the following specifications: 1. Section 200 - Rock Materials 2. Section 201 - Concrete, Mortar and Related Materials 3. Section 203 - Bituminous Materials 4. Section 211 — Soils and Aggregates Tests 5. Section 213 — Engineering Fabrics 6. Section 214 — Pavement Markers 4-1.4 Test of Materials — Add the following: All necessary materials and compaction testing will be done by AGENCY approved testing laboratory. Except as elsewhere specified, the AGENCY will bear the cost of testing materials and or workmanship, which meet or exceed the requirements indicated in the SSPWC and Special Provisions. The costs of additional tests, if deemed necessary by the ENGINEER, of material and/or workmanship, which previously met or exceeded the requirements indicated in the SSPWC and Special Provisions, shall be borne by the CONTRACTOR. The cost of all other testing that fails to pass the first test shall be charged to the CONTRACTOR and withheld from final payment. CONTRACTOR shall submit to the Project Inspector, on the AGENCY'S standard form, requests for material testing at least 48 -hours before the required materials test is needed. 4-1.6 Trade Names or Equals — Approval of equipment and materials offered as equivalents to those specified must be obtained as set forth herein and in the INSTRUCTION TO BIDDERS. E17 SECTION 5 — UTILITIES 5-1 LOCATION - Add the following: The following Utilities, with contact information, are known to be within the Contract limits: A_ Contact Underground Service Alert at least 2 working days in advance of disturbance. 1-800-227-2600. B. The following Utility Company's shall be contacted regarding information of their known facilities: Sewer District Contact: LOS ANGELES COUNTY SANITATION DISTRICT 1955 S. Workman Mills Road Whittier, CA 90670-4990 Attention: Tim Hancuff (562) 699-7411 2. Gas Contact: SOUTHERN CALIFORNIA GAS COMPANY 9400 Oakdale Ave. Chatsworth, CA 91313 Attention: Transmission Planning Office (818) 701-3228 3. Telephone Contact: AT&T 26971 Furnivall Ave., Room D102 Santa Clarita, CA 91351 Attention: Lori Torossian (661) 251-3336 4. Water District Contact: VALENCIA WATER COMPANY 24631 W. Avenue Rockefeller Santa Clarita, CA 91355 Attention: Gino Garcia (661) 295-6508 5. Electric Contact: SOUTHERN CALIFORNIA EDISON 25625 W. Rye Canyon Road Valencia, CA 91355 Attention: Lori Causas (661) 257-8221 E18 The CONTRACTOR's attention is directed to Section 5 "Utilities" and Subsections 7-9 "Protection and Restoration of Existing Improvements" of the Standard Specifications and to the contract Plans for location of utilities. The CONTRACTOR shall verify the location, size, and type of all existing utilities prior to construction. Utilities include but are not limited to; telephone, electricity, gas, oil transmission, fiber- optic cable, cable television lines, domestic water, reclaimed water, sewer, and traffic signal interconnect lines. Payment for construction relocation or adjustment of these utility lines shall be the responsibility of the respective utility companies, unless otherwise indicated elsewhere in these Special Provisions. The CONTRACTOR shall obtain all necessary permits and notify the following agencies at least 72 -hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated. It shall be the responsibility of the CONTRACTOR to coordinate all phases of construction with the various utility companies involved. The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The CONTRACTOR shall notify Southern California Gas Company, Headquarters Planning Office at (818) 701-3261 at least 2 working days prior to the start of construction. The location and existence of utilities and improvements shown on the plans are approximate and taken from available records. The CONTRACTOR shall verify the location of existing improvements and shall take all precautions to protect them whether shown or not. The CONTRACTOR shall notify Underground Service Alert at 1-800-422- 4133 at least 48 hours prior to any excavation. The CONTRACTOR is advised of the existence of the utility notification service provided by Underground Service Alert (USA). USA member utilities will provide the CONTRACTOR with the precise locations of their substructures in the construction area when the CONTRACTOR gives at least 48 hours notice to Underground Service Alert by calling 1-800-422-4133. The exact location and identification of all existing utilities shall be determined by the CONTRACTOR prior to the start of any work. All existing City -owned utilities located in sidewalk, driveway approach, access ramp, or any area requiring grade adjustment due to the proposed improvements shall be considered appurtenant to the bid item for which the adjustment is required. The CONTRACTOR shall protect -in-place all utilities otherwise noted on the plans. Prior to commencement of construction, CONTRACTOR shall physically locate, verifying horizontal and vertical locations, and map existing underground facilities within the work area that are marked by Underground Service Alert (USA) or shown on the drawings. CONTRACTOR shall protect all such facilities from damage due to construction activities for the duration of the project. CONTRACTOR shall deliver a plan with the location of each potholed utility to the Engineer. CONTRACTOR shall notify affected utilities. Repair of damage to such facilities shall be at the CONTRACTORS expense and shall be considered as integral to this item of work. CONTRACTOR shall be responsible for E19 following all applicable rules and regulations concerning work in the vicinity of underground and/or overhead utilities. CONTRACTOR shall use bedding sand to back fill around utilities in any excavation. The cost for coordination with the utility companies and providing the time, work areas, protecting their facilities, in place as shown on plans and as specified in these provision shall be included in the related items of work and no additional time allowance or compensation shall be made thereof. 5-4 RELOCATION The first paragraph of Section 5-4 of the Standard Specification is hereby deleted and replaced with the following: During the construction of the project by the CONTRACTOR various utility companies maybe completing their work to replace, relocate, install, modify, abandon or adjust their existing underground, at grade and overhead facilities and structures to clear or join the proposed improvements. The CONTRACTOR shall coordinate, scheduling and cooperate with the various utility companies so as to allow them access to their work, and time to complete their work so as to not cause unnecessary delays to the contract. The cost for coordination with the utility companies and providing the time, work areas, protecting their facilities, in place shown on the plans and as specified in these special provisions shall be included in the related items of work and no additional time allowances or compensation will be made thereof. E 20 SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK The CONTRACTOR shall prepare a construction schedule for this contract in conformance with the Provisions in Section 6-1, "Construction Schedule and Commencement of Work," of the Standard Specifications. The CONTRACTOR's proposed schedule and staging plan shall be submitted to the Engineer for approval within ten (10) working days after the AGENCY's issuance of a notice of award of contract. Unless otherwise provided, the Contract time shall commence upon the date of issuance of a notice to proceed. The work shall start within (ten) 10 consecutive calendar days thereafter, and be diligently prosecuted to completion within the time provided in the Specifications. The CONTRACTOR shall be responsible for establishing a construction schedule for removal of existing signing and striping within the limits as shown on the plans. This schedule will be subject to review and approval by the Engineer before any of these processes begins. Where areas of additional removal are found to be needed during the course of this work, the Engineer may provide for such work to be performed by other forces or direct that it may be performed by the CONTRACTOR as a change in the work. The CONTRACTOR shall prepare a computer generated CPM schedule for this project. The schedule shall be generated using Microsoft Project, or an approved substitute. The schedule shall be broken down into activities with durations each less than two weeks and valued at less than $20,000. No more than 15% of the activities may be on the critical path of the baseline schedule. The baseline schedule will be reviewed by the Engineer and the CONTRACTOR shall make any reasonable changes requested to make the schedule acceptable. On a biweekly basis, the CONTRACTOR shall submit an updated schedule reflecting the work progress for the previous two weeks. If, at any time, the updated schedule shows project completion ten or more working days behind schedule, the CONTRACTOR shall be required to submit a recovery schedule showing how the original completion date will be met. After the recovery schedule has been found to be acceptable by the Engineer, it will be used to govern work until the original schedule is recovered. On a weekly basis, the CONTRACTOR shall submit a task schedule reflecting the work scheduled for each day for the following two weeks. Compliance with the scheduling requirements of this section is of the essence of this contract. Failure to comply with the requirements of this section may result in the AGENCY retaining money from the monthly pay request. Failure of the CONTRACTOR to adhere to the approved construction schedule will result in damages being sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each occurrence of a construction schedule violation as provided herein, the CONTRACTOR shall pay to the AGENCY or have withheld from monies due to it the sum of 12,000, unless otherwise provided in the specifications. All schedule submittals shall be made electronically and in printed format acceptable to the Engineer E21 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 General - In the second paragraph, replace the word "materials" with the words "materials, equipment, or labor". No extension of time will be granted for the CONTRACTOR's inability to secure materials for this project. 6-7 TIME OF COMPLETION 6-7.1 General - Time is of the essence in the performance of the work. The CONTRACTOR shall begin work within ten (10) calendar days after date of the Notice to Proceed and shall diligently prosecute the work to completion in every detail, within 26 Working Days (Base Bid) after the date in the Notice to Proceed with Work, exclusive of maintenance periods if any. The additional working days allowed for the Add Alternates are as follows: Add Alternate Additional Working Days A 05 B 05 C 03 6-7.2 Working Day - CONTRACTOR's activities shall be confined to the hours between 7:00 am. and 4:30 pm. Monday through Friday (except for approved Night Work). In addition, no work shall be performed by the CONTRACTOR between 5:00 AM on Saturday and 7:00 AM on Monday, or on AGENCY -designated holidays. Days designated as holidays by the AGENCY are listed in Table 1. Deviations from these restrictions will not be permitted without the prior consent of the ENGINEER, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the CONTRACTOR. Service fees will be calculated at overtime rates including benefits, overhead, and travel time; and will be deducted from the amounts due the CONTRACTOR. Failure of the CONTRACTOR to adhere to these restrictions will result in damages bein Sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each occurrence of a working day or hours violation, as provided herein, the CONTRACTOR shall pay to the AGENCY, or have withheld from monies due to it, the sum of $2.000, unless otherwise provided in the specifications. E 22 TABLE 1 AGENCY -DESIGNATED HOLIDAYS Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Day After Thanksgiving 1/2 Day for Christmas Eve Christmas Day 1/2 Day for New Year's Eve New Year's Day 6-9 LIQUIDATED DAMAGES May 30, 2016 July 4, 2016 September 5, 2016 November 11, 2016 November 24, 2016 November 25, 2016 December 23, 2016 December 26, 2016 December 30, 2016 January 2, 2017 Liquidated damages for failure of the CONTRACTOR to complete the work within the time allowed are hereby amended to be two thousand dollars ($2,000.00) per day. ADD Paragraph 6-9.1 "Liquidated Damages for Avoidable Delay" For each and every day that any portion of the work remains unfinished after the time fixed for completion in the contract documents as modified by any extension of time granted pursuant to Paragraph 6-6.1.3, damage will be sustained by the AGENCY. Because of the difficulty in computing the actual material loss and disadvantage to the AGENCY, it is determined in advance and agreed to by the parties hereto that the CONTRACTOR will pay the AGENCY the amount of damages set forth herein as representing a reasonable forecast of the actual damages which the AGENCY will suffer by the failure of the CONTRACTOR to complete the work within the stipulated time. The execution of the agreement shall constitute acknowledgment by the CONTRACTOR that he/she has ascertained and agrees that the AGENCY will actually suffer damages in the amount herein fixed for each and every day during which the completion of the work is avoidably delayed beyond the stipulated completion date. Unless otherwise provided in the contract documents, the CONTRACTOR shall have no claim or right of action against the AGENCY for damages, costs, expenses, loss of profits, or otherwise because of or by reason of any delay in the fulfillment of the contract within the time limited therefor occasioned by any cause or event within the CONTRACTOR's control. Failure of the City to insist upon the performance of any covenant or conditions within the time period specified in the contract documents shall not constitute a waiver of the CONTRACTOR's duty to complete performance within the designated periods unless the waiver is in writing. The City's agreement to waive a specific time provision or to extend the time for performance shall not constitute a waiver of any other time provisions contained in the contract documents. Damages for avoidable delays shall be in the amount of $2,500.00 for each consecutive calendar day in excess of the time specified for completion of the work. E 23 ADD Section 6-11 GUARANTEE The CONTRACTOR shall warrant and guarantee the entire Work and all parts thereof, including that performed and constructed by SUBCONTRACTORS, and others employed directly or indirectly on the Work, against faulty or defective materials, equipment or workmanship for the maximum period provided by law. In addition thereto, for a period of one (1) year commencing on the date of acceptance of the Work, the CONTRACTOR shall, upon the receipt of notice in writing from the AGENCY, promptly make all repairs arising out of defective materials, workmanship or equipment and bear the cost thereof. The AGENCY is hereby authorized to make such repairs and the CONTRACTOR and Surety shall bear the cost thereof if, ten (10) days after the giving of such notice to the CONTRACTOR, the CONTRACTOR has failed to make or undertake with due diligence the repairs; provided, however, that, in the case of an emergency where, in the opinion of the AGENCY, delay could cause serious loss or damage, repairs may be made without notice being sent to the CONTRACTOR or Surety, and all expense in connection therewith shall be charged to the CONTRACTOR and Surety. For the purpose of this article "acceptance of the Work" shall mean the acceptance of the Work by the AGENCY in accordance with Subsection 6-8 but not for the purpose of extinguishing any covenant or agreement or agreement on the part of the CONTRACTOR to be performed or fulfilled under this Contract which has not in fact been performed or fulfilled at the time of such acceptance all of which covenants and agreements shall continue to be binding on the CONTRACTOR until they have been fulfilled. The effective date of acceptance of the work and commencement of the Guarantee shall be the date of acceptance of the Notice of Completion by the City Council. ADD Section 6-12 DISPUTES AND CLAIMS ADD Section 6-12.1 General Any and all decisions made on appeal pursuant to this Subsection 6-12 shall be in writing. Any "decision" purportedly made pursuant to this Subsection 6-12 which is not in writing shall not be binding upon the AGENCY and should not be relief upon the CONTRACTOR. Nothing in this subsection shall be considered as relieving the CONTRACTOR from his duty to file the notice required under Subsection 6-13 or other duties required by the contract documents. Add Section 6-12.2 Administrative Review Prior to demand for arbitration, the CONTRACTOR shall exhaust his administrative remedies by attempting to resolve his dispute to claim with AGENCY's staff in the following sequence: Project Manager Director of Transportation and Engineering Services Should the Project Manager fail to address a request by the CONTRACTOR for review of a disputed decision within 14 calendar days after receiving such request, the CONTRACTOR may proceed directly to the Director of Transportation and Engineering Services. At the option of the AGENCY, the person to whom the E 24 request for review is directed may elect to take such request to a higher level and the CONTRACTOR's request shall be deemed to be properly submitted to such higher lever. The Director of Transportation and Engineering Services shall address disputes or claims within 28 calendar days after receiving such request and all necessary supporting data. The Director of Transportation and Engineering Services' decision on the dispute or claim shall be the AGENCY's final decision. Requests for review made to the Public Works Inspector or Project Manager shall be written. Requests for review made to the Director of Transportation and Engineering Services shall be made in writing with supporting evidence attached. Each request for review shall be submitted by the CONTRACTOR within 21 calendar days of receipt of the decision which he wishes. SECTION 7 - RESPONSIBILITIES OF CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES A noise level limit of 86 dba at a distance of 50 feet shall apply to all construction equipment on or related to the job whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. The CONTRACTOR shall arrange and maintain a secure storage site for all equipment and materials. All equipment and unused materials shall be returned to this site at the end of each work day. The CONTRACTOR shall submit a route plan for the delivery of materials to both the job and the storage sites at least seven (7) days before commencing work. Deviation from these requirements will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. The CONTRACTOR shall not start, operate, move, or idle equipment prior to the designated working time of 7:00 a.m. Monday through Friday unless otherwise approved by the AGENCY. 7-2 LABOR 7-2.2 LAWS - The CONTRACTOR and all SUBCONTRACTORS, suppliers, and vendors shall comply with all AGENCY, State, and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The CONTRACTOR shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the Labor Code, as provided in Section 1773, et. seq., the AGENCY has on file in the City Clerk's office the latest prevailing rates as established by the Director of Industrial Relations of the State of California. The CONTRACTOR shall not pay less than these rates. E 25 Add Para -graph 7-2.2.1 "Overtime and Shift Work" Overtime and shift work may be established as a regular procedure by the CONTRACTOR only with the written permission of the Engineer. Such permission may be revoked at any time. No work other than overtime and shift work established as a regular procedure shall be done between the hours of 3:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays or legal holidays, except such work as is necessary for the proper care and protection of the work already performed or except in case of an emergency. All costs for overtime inspection, except those occurring as a result of overtime and shift work established as a regular procedure, shall be paid by the CONTRACTOR. Overtime inspection shall include inspection required during holidays observed by the AGC and Trade Unions, Saturdays, Sundays, and any weekday between the hours of 3:30 p.m. and 7:30 a.m. Such costs will include but will not necessarily be limited to engineering, inspection, general supervision and other overhead expenses which are directly chargeable to the overtime work. All such charges shall be deducted by the AGENCY from payments due the CONTRACTOR. 7-3 LIABILITY INSURANCE Liability insurance coverage requirements are amended as follows: Insurance Coverage Requirements Limit Requirements Comprehensive General Liability $ 2,000,000 Products/Completed Operations Hazard $ 1,000,000 Comprehensive Automobile Liability $ 1,000,000 Contractual General Liability $ 2,000,000 A combined single -limit policy in the amount of $2,000,000 or a commercial general liability policy with a $2,000,000 occurrence limit and a $4,000,000 aggregate limit will be considered equivalent to the required minimum limits. Except as provided for in Subsection 6-10, the CONTRACTOR shall save, keep and hold harmless the AGENCY, its officers, employees, and agents from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property, or of personal injury received by reason of or in the course of performing work, which may be caused by any willful or a negligent act or omission by the CONTRACTOR, any of the CONTRACTOR's employees, or any SUBCONTRACTOR. The AGENCY will not be liable for any accident, loss or damage to the Work prior to its completion and acceptance, except as provided for in Subsection 6-10 of the SSPWC. Except as provided for in Subsection 6-10, the CONTRACTOR shall save, keep and hold harmless the following: ■ City of Santa Clarita (Property Owner) • Additional Property Owners as required to complete the work. All liability insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of an expiration or proposed cancellation of such policies for any reason whatsoever, the AGENCY shall be notified by registered or E 26 certified mail, return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than 30 days before expiration or cancellation is effective. A Certificate of Insurance is evidencing the above policy shall be submitted to the AGENCY concurrently with the filing of the Faithful Performance Bond and Payment (Labor and Material) Bond and shall be subject to the approval of the City Attorney. All of such insurance shall be primary insurance and, except for professional liability insurance, shall name the City of Santa Clarita and its officers, agents, servants and employees, as additional insured. The policy shall also name the following as additional insured: City of Santa Clarita (Property Owner) ■ Additional Property Owners as required to complete the work The cost of this insurance shall be included in the CONTRACTOR's bid. 7-6 PERMITS Subsection 7-5 of the SSPWC is hereby deleted and replaced with the following: Prior to the start of work, the CONTRACTOR shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. AGENCY permits will be issued at no charge to the CONTRACTOR. The CONTRACTOR and all SUBCONTRACTORS shall be licensed in accordance with State Business and Professions Code. The CONTRACTOR shall also obtain, at the CONTRACTOR's cost, any and all other permits, licenses, inspections, certificates or authorizations required by any governing body or entity. The CONTRACTOR shall pay all costs incurred by the permit requirements. The AGENCY will reimburse the CONTRACTOR permit fees associated with the contract. CONTRACTOR shall submit original permit fees for review by AGENCY prior to any reimbursement. No reimbursement to the CONTRACTOR will be made for his time or associated costs incurred in procuring construction permits. 7-6 CONTRACTOR'S REPRESENTATIVE — Add the following: The CONTRACTOR's Representative is required to be accessible by pager or cellular phone at all times. 7-8 WORK SITE MAINTENANCE 7-8.1 CLEAN UP and DUST CONTROL — Add the following: a. The CONTRACTOR shall comply with Section 7-8.1, "Cleanup and Dust Control," of the Standard Specifications and Section 7-1.01F "Air Pollution Control," of the Caltrans Standard Specifications. The CONTRACTOR must comply with the City of Santa Clarita's Municipal Code and State Regulations. b. Storm Water treatment and dust control shall be the responsibility of the CONTRACTOR. A Storm Water Pollution Prevention Plan (SWPPP) is required to be provided by the CONTRACTOR. A copy shall be available on-site during construction. Implementation of the Plan is the responsibility of the CONTRACTOR. E 27 c. The CONTRACTOR shall comply with the Board's Construction and Demolition Ordinance per the California Integrated Waste Management Act of 1989, commonly referred to as Assembly bill 939 (AB939). This ordinance requires that at least 50% of all construction and demolition materials and inert waste from construction, demolition, and grading projects be diverted from landfills. The CONTRACTOR shall prepare a Construction and Demolition Materials Management Plan (C&DMMP) in accordance with the guidelines established by the Board. The C&DMPP must be completed prior to the start of construction. The C&DMPP shall be reviewed and approved by the Board prior to the start of construction. The completed C&DMPP shall, at a minimum, comply with Section 15.46.300 of the Board's Municipal Code. d. The following three conditions must be met in order to obtain approval of the C&DMMP: (1) the C&DMMP provides all the information set forth in Sections 15.46.300, 15.46.310, and 15.46.320 of the Board's Municipal Code; (2) the C&DMMP indicates that the appropriate Diversion Requirements will be met; (3) the CONTRACTOR has submitted an appropriate Diversion Security Deposit in compliance with Section 15.46.400 of the Board's Municipal Code. 7-8.1.1 DUST CONTROL Dust generated by traffic, CONTRACTOR's operations, or wind are all included in the definition of "dust." All activities shall be in compliance with the South Coast Air Quality Management District's (SCAQMD) Rule 403. Fugitive Dust requirements. High wind condition is defined as instantaneous wind speeds exceeding 25 miles per hour (SCAQMD Rule 403, (c), (19), High Wind Conditions). Inactive Disturbed Surface Area means any disturbed surface area upon which active operation have not occurred or are not expected to occur for a period of 20 consecutive days. (SCAQMD Rule 403, (c), (20), Inactive Disturbed Surface Area). Stabilized Surface means any previously disturbed surface area or open storage pile which, through the application of dust suppressants, shows visual or other evidence of surface crusting and is resistant to wind -driven fugitive dust and is demonstrated to be stabilized. Stabilization can be demonstrated by one or more of the applicable test methods contained in the Rule 403 Implementation Handbook. (SCAQMD Rule 403, (c), (31), Stabilized Surface). In order to reduce PM 10 emissions to the maximum extent feasible, the CONTRACTOR shall take these measures during the following operations: Earth Moving Cease all active operations; OR Apply water to soil not more than 15 minutes prior to moving soil. Disturbed Surface Area • On the last day of active operations prior to a weekend, holiday, or any other period when active operations will not occur for not more than four consecutive days: apply water with a chemical stabilizer diluted to not less than 1/20 of the concentration required to maintain a stabilized surface for a period of 6 months; OR Apply chemical stabilizers prior to a wind event; OR E 28 Apply water to all unstabilized disturbed areas 3 times per day. If there is any evidence of wind driven fugitive dust, watering frequency is increased to a minimum of four times per day; OR Establish a vegetative ground cover within 21 days after active operations have ceased. Ground cover must be of sufficient density to expose less than 30 percent of unstabilized ground within 90 days of planting, and at all times thereafter; OR Utilize a combination of the above control actions such that, in total, these actions apply to all disturbed surface areas. Unpaved Roads • Apply chemical stabilizers prior to a wind event; OR • Apply water twice per hour during active operation; OR Stop all vehicular traffic. Open Storage Piles Apply water twice per hour during active operation; OR Apply chemical stabilizers; OR Install temporary coverings. Paved Road Track -out • Cover all haul vehicles; OR Comply with the vehicle freeboard requirements of Section 23114 of the California Vehicle Code for both public and private roads. All Categories • Any other control measure approved by the Executive Officer and the U.S. EPA as equivalent to the methods specified above may be used. In order to reduce PM,o emissions to the maximum extent feasible, the CONTRACTOR shall take these measures during the following operations: Earth Moving (Except Construction) • Maintain soil moisture content at a minimum of 12 percent, as determined by ASTM method D 2216, or other equivalent method approved by the Executive Officer, the California Air Resources Board, and the U.S. EPA. Two soil moisture evaluations must be conducted during the first three hours of active operations during a calendar day, and two such evaluations each subsequent 4 -hour period of active operation; OR For any earth -moving that is more than 100 feet from all property lines, conduct watering as necessary to prevent visible dust emissions from exceeding 100 feet in length in any direction. Earth Moving (Construction Fill Areas) • Maintain soil moisture content at a minimum of 12 percent, as determined by ASTM method D2216, or other equivalent method approved by the Executive Officer, the California Air Resources Board, and the U.S. EPA. For areas which have an optimum moisture content for compaction of less than 12 percent, at determined by ASTM method 1557 or other equivalent method approved by the E 29 Executive Officer and the California Air Resources Board, and the U.S. EPA, complete the compaction process as expeditiously as possible after achieving at least 70 percent of the optimum soil moisture content. Two soil moisture evaluations must be conducted during the first 3 hours of active operations during a calendar day, and two such evaluations during each subsequent 4 -hour period of active operations. Earth Moving (Construction Cut Areas) • Conduct watering as necessary to prevent visible emissions from extending more than 100 feet beyond the active cut or mining area unless the area is inaccessible to watering vehicles due to slope conditions or other safety factors. Disturbed Surface Areas (Except Completed Grading Areas) • Apply dust suppression in sufficient quantity and frequency to maintain a stabilized surface. Any areas which cannot be stabilized, as evidenced by wind driven fugitive dust must have an application of water at least twice per day to at least 80 percent of the unstabilized area. Disturbed Surface Areas (Completed Grading Areas) • Apply chemical stabilizers within five working days of grading completion; OR • Apply water to at least 80 percent of all inactive disturbed surface areas on a daily basis when there is evidence of wind driven fugitive dust, excluding any areas which are inaccessible to watering vehicles due to excessive slope or other safety conditions; OR Apply dust suppressants in sufficient quantity and frequency to maintain a stabilized surface. Inactive Disturbed Areas • Apply water to at least 80 percent of all inactive disturbed surface areas on a daily basis when there is evidence of wind driven fugitive dust, excluding any areas which are inaccessible to watering vehicles due to excessive slope or other safety conditions; OR Establish a vegetative ground cover within 21 days after active operations have ceased. Ground cover must be of sufficient density to expose less than 30 percent of unstabilized ground within 90 days of planting, and at all times thereafter; OR Utilize any combination of control action AQ -23, AQ -24, and AQ -25 such that, in total, these actions apply to all inactive disturbed surface areas. Track -out Operations • Install a pad consisting of washed gravel (minimum -size: one inch) maintained in a clean condition to a depth of at least six inches and extending at least 30 feet wide and at least 50 feet long. • Pave the surface extending at least 100 feet and at least 20 feet wide. • Utilize a wheel shaker/wheel spreading device consisting of raised dividers (rails, pipe, or grates) at least 24 feet long and 10 feet wide to remove bulk material from tires and vehicle undercarriages before the vehicles exit the site. E 30 • Install and utilize a wheel washing system to remove bulk material from tires and vehicle undercarriages before vehicles exit the site. • Any other control measures approves by the Executive Officer and the U.S. EPA as equivalent to the actions specified in SCAQMD Rule 404, (d)(5)(A) through (d)(5)(D). The CONTRACTOR shall be responsible for watering the work area where dust is generated from public traffic, CONTRACTOR's operations, and wind. CONTRACTOR's area of operations includes areas outside of the roadbed limits where excavation, fill, or stockpiling of dirt or debris has taken place. The CONTRACTOR is responsible for monitoring all of the above-described areas in the project area during the life of the project, including holidays and weekends. The CONTRACTOR shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. Equipment shall be turned off when not in use for longer than 5 minutes. Payment for maintaining dust control and air contaminates within the project area shall be included in the contract prices paid for related items of work, and no additional compensation shall be allowed therefore. Add the following: Equipment shall be removed from the site as soon as it is no longer necessary for the project. Within 24 hours of a request from the AGENCY, CONTRACTOR must remove equipment from the site that is no longer needed for the project. Refusal by the CONTRACTOR to remove the equipment may be cause for withholding progress payments. 7-8.1.2 CLEAN UP When joining existing pavement, CONTRACTOR shall feather a minimum of 10 feet or that which is shown on the construction plan. The CONTRACTOR is responsible to keep streets within the construction area clean at all times. Any sweeping performed by the City crews due to the construction work shall be charged to the CONTRACTOR at overtime rates. The CONTRACTOR shall, as directed by the Engineer, remove from all public and private property at its own expense all temporary structures, rubbish and waste materials resulting from its operations. This includes temporary work area obtained by the CONTRACTOR. All existing surfaces, whether asphaltic or concrete, portland cement concrete, permanent fencing and barriers, landscape material such as turf, trees, shrubs, gravel, etc., or other, shall, after construction, be restored to a condition at least equal to that which existed prior to construction. All restoration shall be in-kind except in those areas where details indicate to the contrary. The details of those areas will govern. Restoration shall include, but not be limited to, the replacement of landscape planting and irrigation system, and pavement striping which are disturbed by the CONTRACTOR's operations in the course of work. E31 Protect existing buildings, paving, landscaping, and other services or facilities on-site and adjacent to the site from damage caused by site work operations and access to the site. Cost of repair and restoration of damaged items shall be at the CONTRACTOR's expense. It shall be the CONTRACTOR's responsibility to conduct his operations in such a manner so as to prevent damage to existing substructures. In the event of substructure damage, the CONTRACTOR shall bear full responsibility and total expense for repair and/or replacement of said substructure. Locate, protect, and maintain benchmarks, monuments, control points, and project engineering reference points. Re-establish disturbed or destroyed items at CONTRACTOR's expense. Payment for this work shall be included in the related items of work and no additional compensation shall be made thereof. 7-8.6 WATER POLLUTION CONTROL 7-8.6.1 GENERAL The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the guidelines established by the State Water Resources Control Board (SWRCB) as described in the publication entitled, California Storm Water Best Management Practice Handbook, Construction Activity, in order to comply with the National Pollution Discharge Elimination System (NPDES) regulations. The SWPPP must be completed prior to the start of construction and post -construction controls. The SWPPP shall be reviewed and approved by the City prior to the start of construction. The City shall submit a Notice of Intent (NOI) and a Notice of Termination (NOT) for the project. The SWPPP/WPCP shall include design and construction BMPs in accordance with Caltrans' SWPPP/WPCP manual guidelines, Caltrans' Statewide Permit (CAS000003, Order No. 99-06-DWQ), and the General Permit for Construction Activity (CAS000002, Order No. 99-08-DWQ). The Caltrans manual outlines six categories for construction BMPs: temporary soil stabilization, temporary sediment control, wind erosion control, tracking control, non -storm water management, and waste management and materials pollution control. A short list of possible BMPs from each category that may be used for construction of the project include: • Temporary soil stabilization: sandbag barriers, straw bale barriers, sediment traps, and fiber rolls; • Temporary sediment control: hydraulic mulch, hydroseeding, and geotextiles; • Wind erosion control: portable water and straw mulch; • Tracking control: street sweeping and entrance/outlet tire washing; • Non -storm water management: clear water diversion and dewatering; and • Waste management and materials pollution control: vehicle and equipment cleaning, concrete waste management, and contaminated soil management. Treatment BMPs developed by the City and approved by Caltrans shall be incorporated in the project design. BMPs could include a combination of the following treatment BMPs: E 32 • Bio -filtration: swales and strips, • Infiltration basins, • Detention devices, • Traction sand traps, • Dry -weather flow diversion, and • Gross solids removal devices. Payment for preparing and complying with the Storm Water Pollution Prevention Plan within the project area shall be included in the contract prices paid for related items of work, and no additional compensation shall be allowed therefore. Water pollution control work shall conform to the provisions in Section 7-1.01G, "Water Pollution," of the Caltrans' Standard Specifications and these special provisions. Water pollution control work shall conform to the requirements in the "StormWater Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual" and the "Construction Site Best Management Practices (BMPs) Manual," and addenda thereto issued up to, and including, the date of advertisement of the project, hereafter referred to respectively as the "Preparation Manual" and the "Construction Site BMP Manual" and collectively as the "Manuals." Copies of the Manuals may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone: (916) 445-3520. Copies of the Manuals may also be obtained from the Department's Internet Web Site at: littp://www.dot.ca.gov/hq/construc/stormwater/ Copies of the Manuals are also available for review at 120 S. Spring Street, Los Angeles, CA 90012. The CONTRACTOR shall know and fully comply with the applicable provisions of the Manuals and Federal, State, and local regulations that govern the CONTRACTOR's operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction. Unless arrangements for disturbance of areas outside the project limits are made by the City and made part of the contract, it is expressly agreed that the City assumes no responsibility whatsoever to the CONTRACTOR or property owner with respect to any arrangements made between the CONTRACTOR and property owner to allow disturbance of areas outside the project limits. The CONTRACTOR shall be responsible for the costs and for liabilities imposed by law as a result of the CONTRACTOR's failure to comply with the requirements set forth in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of the Manuals and Federal, State, and local regulations. For the purposes of this paragraph, costs and liabilities include, but are not limited to, fines, penalties, and damages whether assessed against the State or the CONTRACTOR, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act. In addition to the remedies authorized by law, an amount of the money due the CONTRACTOR under the contract, as determined by the City, may be retained by the City of Santa Clarita until disposition has been made of the costs and liabilities. E 33 The retention of money due the CONTRACTOR shall be subject to the following: A. The City will give the CONTRACTOR 30 days notice of the Department's intention to retain funds from partial payments, which may become due to the CONTRACTOR prior to acceptance of the contract. Retention of funds from payments made after acceptance of the contract may be made without prior notice to the CONTRACTOR. B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.06, "Partial Payments," of the Standard Specifications. C. If the Department has retained funds and it is subsequently determined that the State is not subject to the costs and liabilities in connection with the matter for which the retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of the retention. Conformance with the provisions in this section "Water Pollution Control" shall not relieve the CONTRACTOR from the CONTRACTOR's responsibilities as provided in Section 7, "Legal Relations and Responsibilities," of the Caltrans' Standard Specifications. WATER POLLUTION CONTROL PROGRAM: PREPARATION, APPROVAL, AND UPDATES As part of the water pollution control work, a Water Pollution Control Program, hereafter referred to as the "WPCP," is required for this contract. The WPCP shall conform to the provisions in Section 7-1.01G, "Water Pollution," of the Caltrans' Standard Specifications, the requirements in the Manuals, and these special provisions. Construction shall not begin until the SWPPP is approved bV the Engineer. Within 15 days after the approval of the contract, the CONTRACTOR shall submit 3 copies of the WPCP to the Engineer. The Engineer will have 5 days to review the WPCP. If revisions are required, as determined by the Engineer, the CONTRACTOR shall revise and resubmit the WPCP within 7 days of receipt of the Engineer's comments. The Engineer will have 3 days to review the revisions. Upon the Engineer's approval of the WPCP, 3 additional copies of the WPCP incorporating the required changes shall be submitted to the Engineer. Minor changes or clarifications to the initial submittal may be made and attached as amendments to the WPCP. In order to allow construction activities to proceed, the Engineer may conditionally approve the WPCP while minor revisions or amendments are being completed. The WPCP shall identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and shall identify water pollution control measures, hereafter referred to as control measures, to be constructed, implemented, and maintained in order to reduce to the extent feasible pollutants in storm water discharges from the construction site during construction under this contract. E 34 The WPCP shall incorporate control measures in the following categories (if applicable to the project): A. Soil stabilization; B. Sediment control; C. Tracking control; D. Wind erosion control; E. Non -storm water control; and F. Waste management and material pollution control. Specific objectives and minimum requirements for each category of control measures are contained in the Manuals. The CONTRACTOR shall consider the objectives and minimum requirements presented in the Manuals for each of the above categories. When minimum requirements are listed for any category, the CONTRACTOR shall incorporate into the WPCP and implement on the project, one or more of the listed minimum controls required in order to meet the pollution control objectives for the category. In addition, the CONTRACTOR shall consider other control measures presented in the Manuals and shall incorporate into the WPCP and implement on the project the control measures necessary to meet the objectives of the WPCP. The CONTRACTOR shall document the selection process in conformance with the procedure specified in the Manuals. The WPCP shall include, but not be limited to, the following items as described in the Preparation Manual: A. Project description and CONTRACTOR's certification; B. Project information; C. Pollution sources, control measures, and water pollution control drawings; and D. Amendments, if any. The CONTRACTOR shall amend the WPCP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems or when deemed necessary by the Engineer. The WPCP shall be amended if the WPCP has not achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially approved WPCP, which are required on the project to control water pollution effectively. Amendments to the WPCP shall be submitted for review and approval by the Engineer in the same manner specified for the initially approved WPCP. Amendments shall be dated and attached to the on-site WPCP document. The CONTRACTOR shall keep a copy of the WPCP, together with updates, revisions and amendments at the project site. 7-8.6.2 WPCP IMPLEMENTATION Upon approval of the WPCP, the CONTRACTOR shall be responsible throughout the duration of the project for installing, constructing, inspecting, and maintaining the control measures included in the WPCP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these special provisions, the CONTRACTOR's responsibility for WPCP E 35 implementation shall continue throughout any temporary suspension of work ordered in conformance with the provisions in Section 8-1.05, "Temporary Suspension of Work," of the Caltrans' Standard Specifications. Requirements for installation, construction, inspection, maintenance, removal, and disposal of control measures are specified in the Manuals and these special provisions. Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the rainy season, defined as between October 1 and April 15. Implementation of soil stabilization practices and sediment control measures for soil - disturbed areas on the project site shall be completed, except as provided for below, not later than 20 days prior to the beginning of the rainy season or upon start of applicable construction activities for projects which begin either during or within 20 days of the rainy season. Throughout the rainy season, the active, soil -disturbed area of the project site shall be up to but not including 5 acres. The Engineer may approve, on a case-by-case basis, expansions of the active, soil -disturbed area limit. The CONTRACTOR shall demonstrate the ability and preparedness to fully deploy soil stabilization practices and sediment control measures to protect soil -disturbed areas on the project site before the onset of precipitation. A quantity of soil stabilization and sediment control materials shall be maintained on site equal to 100 percent of that sufficient to protect unprotected, soil -disturbed areas on the project site. A detailed plan for the mobilization of sufficient labor and equipment shall be maintained to fully deploy control measures required to protect unprotected, soil -disturbed areas on the project site prior to the onset of precipitation. A current inventory of control measure materials and the detailed mobilization plan shall be included as part of the WPCP. Throughout the rainy season, soil -disturbed areas on the project site shall be considered to be non-active whenever soil disturbing activities are expected to be discontinued for a period of twenty (20) or more days and the areas are fully protected. Areas that will become non-active either during the rainy season or within twenty (20) days thereof shall be fully protected with soil stabilization practices and sediment control measures within 10 days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is first to occur. Throughout the rainy season, active soil -disturbed areas of the project site shall be fully protected at the end of each day with soil stabilization practices and sediment control measures unless fair weather is predicted through the following work day. The weather forecast shall be monitored by the CONTRACTOR on a daily basis. The National Weather Service forecast shall be used. An alternative weather forecast proposed by the CONTRACTOR may be used if approved by the Engineer. If precipitation is predicted prior to the end of the following work day, construction scheduling shall be modified, as required and functioning control measures shall be deployed prior to the onset of the precipitation. The CONTRACTOR shall implement throughout the duration of the project, control measures included in the WPCP for tracking control, wind erosion control, non -storm water control, and waste management and material pollution control. E 36 The Engineer may order the suspension of construction operations, which create water pollution if the CONTRACTOR fails to conform to the provisions in this section "Water Pollution Control" as determined by the Engineer. 7-8.6.3 MAINTENANCE To ensure the proper implementation and functioning of control measures, the CONTRACTOR shall regularly inspect and maintain the construction site for the control measures identified in the WPCP. The CONTRACTOR shall identify corrective actions and time needed to address any deficient measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the Preparation Manual shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. One copy of each site inspection record shall be submitted to the Engineer. During the rainy season, inspections of the construction site shall be conducted by the CONTRACTOR to identify deficient measures, as follows: A. Prior to a forecast storm; B. After all precipitation that causes runoff capable of carrying sediment from the construction site; C. At 24-hour intervals during extended precipitation events; and D. Routinely, at a minimum of once every 2 weeks. The non -rainy season shall be defined as days outside the defined rainy season. The CONTRACTOR's attention is directed to the Construction Site BMPs Manual for soil stabilization and sediment control implementation requirements on disturbed soil areas during the non rainy season. Disturbed soil areas within the project shall be protected in conformance with the requirements in the Construction Site BMPs Manual with an effective combination of soil stabilization and sediment control. If the CONTRACTOR or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the CONTRACTOR and approved by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the CITY. 7-8.6.4 PAYMENT Full compensation for conforming to the provisions in this section shall be considered as included in the lump sum price paid for Storm Water Pollution Prevention Plan, as shown on the Bid, of work involved and no additional compensation will be allowed therefore. The Engineer will retain an amount equal to 25 percent of the estimated value of the contract work performed during estimate periods in which the CONTRACTOR fails to conform to the provisions in this section "Water Pollution Control" as determined by the Engineer. Retentions for failure to conform to the provisions in this section "Water Pollution Control" shall be in addition to the other retentions provided for in the contract. The amounts retained for failure of the CONTRACTOR to conform to the provisions in this E 37 section will be released for payment on the next monthly estimate for partial payment following the date that a WPCP has been implemented and maintained and water pollution is adequately controlled, as determined by the Engineer. 7-8.7 DRAINAGE CONTROL Add the following: It is anticipated that storm, surface or other waters will be encountered at various times during the work herein contemplated. The CONTRACTOR, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly; and the CONTRACTOR submitting a bid assumes all said risk. The CONTRACTOR shall maintain natural bottom drainages, providing greenbelt buffers along riparian corridors for flood control protection in lieu of channelization. The CONTRACTOR shall conduct his operations in such a manner that storm or other existing waters may proceed uninterrupted along their existing street or drainage courses. Diversions of water for short reaches to protect construction in progress will be permitted if public and/or private properties, in the opinion of the Engineer, are not subject to probability of damage. The CONTRACTOR shall obtain written permission from the applicable public AGENCY or property owner before any diversion of water outside of public right-of-way shall be permitted. The CONTRACTOR shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. Water shall not be allowed to rise unequally against a wall for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered and shall be continuous until such time as water can be allowed to rise in accordance with the above paragraph. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the Engineer. Disposal of water from dewatering operations shall be the sole responsibility of the CONTRACTOR. Disposal methods shall conform to the requirements of the State Regional Water Quality Control Board, the National Pollution Discharge Elimination System, the Porter -Cologne Water Quality Control Act of 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. Full compensation of dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation shall be allowed therefore. 7-8.9 NOISE ABATEMENT: Add the following to Section 7-8. The project shall follow standard noise abatement regulations as specified by the City of Santa Clarita Municipal Code Section 11.44.080, which restricts construction activities within 300 feet of residentially zoned property to weekdays between 7:00 a.m. and 4:00 p.m. The construction CONTRACTOR shall install and maintain effective mufflers on construction equipment. E 38 The construction CONTRACTOR shall locate equipment and staging areas as far from buildings as possible, and the construction CONTRACTOR shall limit unnecessary idling of equipment. Whenever feasible, electrical power shall be used to run air compressors and similar power tools rather than diesel equipment. On new road segments with the potential to expose adjacent uses to noise levels exceeding "normally acceptable" levels, the City shall consider and, if feasible, use rubberized asphalt paving material for street paving. Studies have demonstrated that this type of paving materials can substantially reduce noise levels. A 1992 noise study in the City of Thousand Oaks by Acoustical Analysis Associates, Inc., indicated that the use of an asphalt rubber overlay can achieve a noise reduction of from 2 to 5 dBA as compared to standard asphalt. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation shall be allowed therefore. 7-8.10 Construction and Demolition Materials Management: Add the following to Section 7-8: The CONTRACTOR shall comply with the City's Construction and Demolition Ordinance per the California Integrated Waste Management Act of 1989, commonly referred to as Assembly Bill 939 (AB 939). This requires that at least 50% of all construction and demolition materials and inert wastes from construction, demolition, grading projects be diverted from landfills. Prior to start of construction, the CONTRACTOR shall submit a Construction and Demolition Materials Management Plan ("C&DMMP"), to the City's Director of Public Works, or the Director's Designee for approval. The Notice to Proceed shall not be issued until the C&DMMP has been approved by the City's Director of Public Works, or the Director's Designee. The completed C&DMMP, at a minimum, shall comply with Section 15.46.300 of the City's Municipal Code. The following three conditions must be met in order to obtain approval of the C&DMMP: (1) the C&DMMP provides all of the information set forth in Sections 15.46.300, 15.46.310, and 15.46.320 of the City's Municipal Code; (2) the C&DMMP indicates that the Diversion Requirement will be met; and (3) the CONTRACTOR has submitted an appropriate Diversion Security Deposit in compliance with Section 15.46.400 of the City's Municipal Code. The amount of the Diversion Security Deposit, in the form of cash or bond, shall be calculated as the lesser of the three percent (3%) of the estimated total Project cost or $50,000.00. Return of the Diversion Security Deposit shall be in accordance with Chapter 15.46, Part 6: E 39 PART 6 REFUND AND RETURN OF DIVERSION SECURITY DEPOSITS Sections: 15.46.600 APPLICATION FOR REFUND 15.46.610 DOCUMENTATION OF CONSTRUCTION AND DEMOLITION MATERIAL DIVERSION 15.46.620 DETERMINATION OF COMPLIANCE AND RELEASE OF DIVERSION SECURITY DEPOSIT 15.46.600 APPLICATION FOR REFUND. Within 180 days after the completion of any Covered Project, the Applicant may submit to the Director of Field Services, or the Director's Designee documentation that the Applicant has met the Diversion Requirement for the Project and apply for a refund of the Diversion Security Deposit. This documentation may include all of the following: A. Receipts and gate tickets from the vendor or facility which collected or received C&D Material showing the actual weight of that material or, in the case of Inert Waste, removed from the solid waste stream and not disposed of in a solid waste landfill; B. A copy of the previously approved C&DMMP for the Project adding the actual volume or weight of each type of C&D Material diverted and transported for disposal in a landfill or transformation facility, or, in the case of Inert Waste, removed from the solid waste stream and not disposed of in a solid waste landfill; and C. Any additional information the Applicant believes is relevant to determining its efforts to comply in good faith with this Chapter. 15.46.610 DOCUMENTATION OF CONSTRUCTION AND DEMOLITION MATERIAL DIVERSION. Applicants shall make reasonable efforts to ensure that all C&D Materials diverted, or delivered to disposal facilities for disposal, are measured and recorded using the most accurate method of measurement reasonably available. To the extent practical, all C&D Materials, and Inert Waste to be removed from the waste stream and not disposed of in a solid waste landfill, shall be weighed on scales. Such scales shall be in compliance with all regulatory requirements for accuracy and maintenance. For C&D Materials for which weighing is not practical due to small size or other considerations, a volumetric measurement shall be used. For conversion of volumetric measurements to weight, the Applicant shall use standardized Conversion Rates approved by the City for this purpose. Documentation of the foregoing shall consist of photocopies of receipts, weight tickets, gate tickets, and other records from recycling facilities, Deconstruction CONTRACTORs, solid waste enterprises and disposal facilities. 15.46.620 DETERMINATION OF COMPLIANCE AND RELEASE OF DIVERSION SECURITY DEPOSIT. The Director of Field Services, or the Director's Designee shall review the information submitted under § 15.46.600 and determine whether the Applicant has complied with the Construction and Demolition Materials Management Plan, as follows: A. Full Compliance. If the Director of Field Services, or the Director's Designee determines that the Applicant has fully complied with the Construction and E 40 Demolition Materials Management Plan applicable to the Project, the Director of Field Services, or the Director's Designee shall cause the full Diversion Security Deposit to be released to the Applicant. B. Good Faith Effort to Comply. If the Director of Field Services, or the Director's Designee determines that the Construction and Demolition Materials Management Plan has not been complied with, the Director of Field Services, or the Director's Designee shall determine whether the Applicant made a good faith effort to comply with this Chapter. In making this determination, the Director of Field Services, or the Director's Designee shall consider the availability of markets for the C&D Materials transported for disposal in a landfill or transformation facility, the size of the Project, and the documented efforts of the Applicant to divert C&D Materials and remove Inert Waste from the waste stream. If the Director of Field Services, or the Director's Designee determines that the Applicant has made a good faith effort to comply with this Chapter, the Director of Field Services, or the Director's Designee shall approve the release of the Diversion Security Deposit, or a portion thereof, to the Applicant. Any portion of the Diversion Security Deposit not released to the Applicant shall be forfeited to the City, and shall be used for the purposes of promoting recycling within the City. C. Noncompliance. If the Director of Field Services, or the Director's Designee determines that the Applicant has not made a good faith effort to comply with this Chapter, or if the Applicant failed to submit the documentation required by § 15.46.600, above, within the required time period, then the Diversion Security Deposit shall be retained by the City. D. Partial Refund. The Director of Field Services, or the Director's Designee may authorize a partial refund when the Diversion Requirement has not been met. Any partial refund shall be in the same ratio as the demonstrated amount of diverted C&D Waste and Inert Waste, respectively, waste bears to fifty percent (50%) by weight. E. Refund of Erroneous Payment. The Director of Field Services, or the Director's Designee may authorize the refund of any Diversion Security Deposit which was erroneously paid or collected. F. Withdrawal of Permit Application. The Director of Field Services, or the Director's Designee may authorize the refund of any Diversion Security Deposit if the permit application for a Covered Project is withdrawn or cancelled before any work has begun. G. Diversion Security Deposits retained by the City may be used only for: 1. Payment of Diversion Security Deposit Refunds; 2. Costs of administration of the program established by this Chapter; and 3. Cost of programs to achieve diversion of Construction Materials from disposal at disposal facilities. E41 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS Subsection 7-9 of the SSPWC is hereby deleted and replaced with the following: This section covers the protection and preservation of existing facilities and services within or adjacent to the right-of-way and other construction areas, their modification, reconstruction, or replacement and their demolition and removal, as specified, shown or required. Types of existing improvements and services consist of but are not limited to existing roads, sidewalk, landscaping, irrigation, signs, ditches and associated structures; water appurtenances; and telephone lines, buried communications cable, buried water pipe, buried gas pipes, buried sewer pipe; walls, fences and gates. To the extent possible, the locations of such facilities are shown. Facilities other than those shown may exist and CONTRACTOR shall at all time exercise care to avoid physical damage to or disruption in the service of existing facilities. Existing improvements visible at the job site, for which no specific disposition is made on the Plans, but which could reasonably be assumed to interfere with the satisfactory completion of the improvements contemplated by the Plans, shall be removed and disposed of by the CONTRACTOR. CONTRACTOR shall make all necessary modifications, relocations and reconstruction of structures such as culverts, drainage facilities and the like as necessary for construction of works described in these specifications. The CONTRACTOR shall, as directed by the Engineer, remove from all public and private property at its own expense all temporary structures, rubbish and waste materials resulting from its operations. This includes temporary work area obtained by the CONTRACTOR. It shall be the CONTRACTOR's responsibility to conduct his operations in such a manner so as to prevent damage to existing substructures. In the event of substructure damage, the CONTRACTOR shall bear full responsibility and total expense for repair and/or replacement of said substructure. The CONTRACTOR shall comply with Sections 401 and 402 of the Clean Water Act and NPDES permit requirements during and following construction to ensure that dirt, construction materials, pollutants, or other human -associated materials are not discharged from the project area during construction. Locate, protect, and maintain benchmarks, monuments, control points, and project engineering reference points. Re-establish disturbed or destroyed items at CONTRACTOR's expense. Where damage is caused by the CONTRACTOR's operation, the CONTRACTOR shall at his expense, repair or replace the damaged facilities promptly in accordance with the Standard Specifications, Caltrans Standard Specifications and as directed by the representative or the Engineer. Relocations, repairs, replacements, or reestablishment shall be at least equal to the existing improvements and shall match such improvements in finish dimensions and function unless otherwise specified. All costs to the CONTRACTOR for protecting, removing, restoring, relocating, repairing, replacing or reestablishing existing improvements for which no specified bid item is listed E 42 shall be included in related items of work and no additional compensation will be allowed. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS The following is added to Subsection 7-10.1 of the Standard Specifications Refer to section 7-10.1.5 of these specifications for method of notification to residents. Ample on -street parking shall be provided within 1,000 feet from residences and businesses. Temporary No Parking signs, when required, shall be posted at least two working days, but no more than three working days in advance of the work. Signs shall be placed no more than 100 feet apart; on each side of the alleys, streets, and parking areas; and at shorter intervals as conditions warrant. The CONTRACTOR shall be responsible for furnishing the signs and for adding the dates and hours of closure.. All signs shall be removed within two hours of completion of work necessitating the temporary no parking. In the event that temporary no parking must be rescheduled due to weather conditions or other unforeseen circumstances, all signs shall be removed within two hours of notification by the ENGINEER, and reposted per the above requirement. All existing signs and street name signs shall be maintained in visible locations during construction or permanently relocated, or removed as directed by the ENGINEER. When entering, leaving or operating on roadways carrying public traffic, CONTRACTOR'S equipment, whether empty or loaded, shall in all cases yield to public traffic. Haul trucks shall be covered with tarps and secured prior to entering the traffic lanes. The CONTRACTOR shall submit to the AGENCY for review and approval a truck routing map prior to commencement of construction. Flagmen shall be provided when directed by the AGENCY for the safety of the general public and work personnel. All traffic control procedures shall be implemented according to guidelines as set forth in the Work Area Traffic Control Handbook (W.A.T.C.H.) Manual. 7-10.1.1 ENGINEERED TRAFFIC CONTROL PLAN Subsection 7-10.1.1 is hereby added to Section 7 of the Standard Specifications An engineered traffic control plan, signed and sealed by a registered engineer, shall be submitted and shall be detailed, showing all required barricading, flagman, signing, tapers, and traffic routing for each street in which work will be performed. The proposed scheduling for posting of Parking Restrictions shall be included as part of the engineered traffic control plan submitted. The Traffic Control Plan shall be prepared in accordance with the "Manual of Traffic Control for Construction and Maintenance -- Work Zones" by the State of California Department of Transportation. The engineered traffic control plan shall be submitted to the Engineer one week prior to the Pre -Construction Meeting. The engineered traffic control plan shall be reviewed and approved by the City Traffic Engineer before Work can proceed. E 43 If the construction is phased, then the Traffic Control Plans shall showed phased work. Minor field adjustments to phased limits can be made by the CONTRACTOR. The CONTRACTOR shall be responsible for all liability resulting from field modifications. The engineered traffic control plan shall be designed to handle traffic safely 24 hours per day, seven days per week for the duration of the Work. Traffic deviations, and detours must be approved by the City Traffic Engineer and shall be coordinated with Police, Fire and Transit authorities a minimum of 24 hours in advance of implementation. At no time shall a roadway be closed to traffic. CONTRACTOR must maintain a minimum of one lane of traffic in each direction at all times and must provide for the safe handling of two way traffic 24 hours per day, seven days per week for the duration of the Work. The CONTRACTOR may submit an alternate plan for consideration. However, if it is determined by the Engineer not to be effective after implementation, the CONTRACTOR shall revise his/her operations to meet the above requirements at no cost to the AGENCY. The following requirements shall be included: 1. Attention is directed to section 7-10 Public Convenience, and 7-10.4 Public Safety of the SSPWC. 2. Traffic control shall be coordinated for the minimum inconvenience and maximum safety of the public during the construction period and in accordance with these specifications. 3. The CONTRACTOR shall furnish, install, maintain and remove all traffic controls, signs, barricades, lights and devices required for traffic and pedestrian control and in addition, shall furnish all flagmen necessary for the safety of traffic through the site. The CONTRACTOR shall be fully responsible for all traffic and pedestrian safety controls during the construction period. 4. If the project requires concrete sidewalk and driveway removals, they shall be replaced before a weekend, unless otherwise approved by the Engineer. 5. All removed concrete facilities left unattended shall be properly barricaded at all times. If areas of removal are not replaced before the end of the work day, lighted barricades shall be placed at open construction areas and flagged with appropriate caution/warning tape. 6. All existing road signs removed during construction will be temporarily reset on the same day the sign is removed. The CONTRACTOR shall notify the City forty-eight (48) hours in advance of the time required to remove or permanently reset all roadside signs. 7. At least one 12 -foot wide lane shall be provided for each direction of travel on all streets at all time, except as permitted by the Engineer. Travel lanes shall be maintained on pavement and shall remain unobstructed. Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction. One 4 -foot wide paved pedestrian walkway shall be maintained in the parkway area on each side of all streets. E 44 8. All arterials with three or more travel lanes in each direction shall have at least two lanes in each direction maintained and open to traffic at all times, or as modified by the Special Traffic Control Provisions in Section F2-2.4 "Traffic Maintenance". 9. Where existing delineation is obscured, damaged, removed, or reflectivity reduced; or where detours or temporary traffic lanes have been created through the construction zone, the CONTRACTOR shall place and maintain temporary delineation until permanent striping is placed. DEVIATIONS FROM THE REQUIREMENTS OF THIS SUBSECTION WILL BE PERMITTED ONLY ON PRIOR CONSENT OF THE ENGINEER. FAILURE OF THE CONTRACTOR TO ADHERE TO THE REQUIREMENTS OF THIS SUBSECTION WILL RESULT IN DAMAGES BEING SUSTAINED BY THE CITY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICABLE AND EXTREMELY DIFFICULT TO DETERMINE. FOR EACH OCCURRENCE OF A VIOLATION, AS PROVIDED HEREIN, THE CONTRACTOR SHALL PAY TO THE AGENCY, OR HAVE WITHHELD FROM MONIES DUE TO IT, THE SUM OF $1,000.00. EXECUTION OF THE CONTRACT SHALL CONSTITUTE AGREEMENT BY THE AGENCY AND CONTRACTOR THAT $1,000.00 PER VIOLATION IS THE MINIMUM VALUE OF THE COST AND ACTUAL DAMAGE CAUSED, THAT SUCH SUM SHALL NOT BE CONSTRUED AS A PENALTY, AND THAT SUCH SUM MAY BE DEDUCTED FROM PAYMENTS DUE THE CONTRACTOR. 7-10.1.2 PARKING RESTRICTIONS AND POSTING FOR TOW AWAY Subsection 7-10.1.2 is hereby added to Section 7 of the Standard Specifications No Parking signs posted by the CONTRACTOR shall be of heavy card stock and not less than 1.75 square feet of surface area on the face. Background color shall be white and letters shall be printed in red water resistant ink except day, date, and time of restriction may be printed in black water resistant ink. The signs shall be printed with the words "Tow Away" and "No Parking" with a character height of not less than 2.75 inches and a stroke width of not less than 0.5 inches. The day, dated, and time of the particular restriction shall be printed or attached below the above mentioned wording in characters of not less than 2.0 inches in height and 0.4 inches in stroke width. The day of the week shall be written out or properly abbreviated with three to four letters; date or dates or restriction shall be listed completely; the beginning and ending times shall be clearly listed on the sign. Signs shall be mounted such that the wording "No Parking" are at an elevation at least three feet above the adjacent flowline. Signs may be mounted to stakes or barricades as provided by the CONTRACTOR. The signs shall be placed as needed to control the parking of cars within the construction zone; signs shall be placed at intervals of 75 feet or less along each side of the roadway. Signs shall be posted and maintained by the CONTRACTOR for a period of 48 hours prior to the restrictions becoming effective. The CONTRACTOR may only post parking restrictions that are effective for the duration of the Work. Upon completion of the Work, all signs, stakes, and barricades shall be promptly and completely removed and disposed of by the CONTRACTOR. The CONTRACTOR shall promptly reset or replace all damaged or defective signs. E 45 The CONTRACTOR shall only post the parking restrictions that are effective for the duration of the work for the street posted. Work shall start on the first day of the parking restriction as posted on the temporary "No Parking" sign. Each street shall only be posted for "no parking" no longer than two days for each phase of the construction operation or as approved of the City. The contractor is hereby notified that each street may need to be posted multiple times during the duration of the project. Should the schedule be affected, the CONTRACTOR shall remove signs from area being affected and shall reschedule affected area no earlier than 48 hours or 2 working days from the change of schedule. The CONTRACTOR shall notify the City by email that the posting has been performed. The email shall be addressed to the City representative(s) designated during the pre - construction conference. The email shall be sent to the City no later than 8 AM on the day following posting. The email notification to the City shall contain a map showing the limits of posting and the dates and times posted. A separate email shall be sent for each posting. The City will use the information on the emails to verify that the posting has been performed. If the posting is not verified by the City, the City will email to the CONTRACTOR's representative the locations which must be reposted with new information. The CONTRACTOR shall not perform work in the posted area without email notification of the verification by the City of the posting. The CONTRACTOR shall be fully responsible for the adequate removal of all parked cars. All vehicle removal shall be coordinated by the CONTRACTOR with the Sheriff Department. The CONTRACTOR shall notify the Sheriff Communications Center at (661) 255-1121 upon posting of the parking restrictions for a particular street. For removal of parked vehicles, the CONTRACTOR shall notify the Sheriff Communications Center at (661) 255-1121 not less than two hours prior to the needed removal with the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any delay or additional costs associated with the removal of parked cars which obstruct the construction operation. If a vehicle owner successfully contests a towing citation in court and their citation is dismissed for causes related to the CONTRACTOR's failure to perform the requirements of this section, the CONTRACTOR shall reimburse the City for the cost of any claims associated with the towing citation. DEVIATIONS FROM THE REQUIREMENTS OF THIS SUBSECTION WILL BE PERMITTED ONLY ON PRIOR CONSENT OF THE ENGINEER. FAILURE OF THE CONTRACTOR TO ADHERE TO THE REQUIREMENTS OF THIS SUBSECTION, OR FAILURE OF THE CONTRACTOR TO COMPLETE HIS DAILY SCHEDULE ONCE "TEMPORARY NO PARKING" SIGNS HAVE BEEN POSTED, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE CITY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICABLE AND EXTREMELY DIFFICULT TO DETERMINE. FOR EACH OCCURRENCE OF A VIOLATION, PER STREET, AS PROVIDED HEREIN, THE CONTRACTOR SHALL PAY TO THE AGENCY, OR HAVE WITHHELD FROM MONIES DUE TO IT, THE SUM OF $1,000.00. EXECUTION OF THE CONTRACT SHALL CONSTITUTE AGREEMENT BY THE AGENCY AND CONTRACTOR THAT $1,000.00 PER VIOLATION IS THE MINIMUM VALUE OF THE COST AND ACTUAL DAMAGE CAUSED, THAT SUCH SUM SHALL E 46 NOT BE CONSTRUED AS A PENALTY, AND THAT SUCH SUM MAY BE DEDUCTED FROM PAYMENTS DUE THE CONTRACTOR. 7-10.4.1 SAFETY ORDERS The following is added to Subsection 7-10.4.1 of the Standard Specifications CONTRACTOR shall install, maintain and be responsible for adequate sheeting, shoring, bracing or equivalent protection as required for all excavations in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. 7-10.4.3 SPECIAL HAZARDOUS SUBSTANCES AND PROCESSES The following is added to Subsection 7-10.4.3 of the Standard Specifications Spills along the roadway shall be removed as quickly as practical. Hazardous materials and motor vehicle fluids shall be removed from the site. Contaminated soil shall also be removed or remediate as soon as practical. Cleanup priorities shall include health and safety and protection of streams and other habitats. The City shall provide hazardous material testing. Soils on the site shall be sampled and analyzed for pesticides. A groundwater sample shall be collected and analyzed for general screening purposes and for volatile organic compounds. If site sampling detects hazardous materials at levels exceeding regulatory limits, a plan shall be developed, in conjunction with appropriate regulatory agencies, to determine the extent of contamination and to identify methods and procedures for treatment and/or removal of hazardous materials. The plan shall comply with all local, state, and federal requirements for treatment, removal, transport, and/or disposal of hazardous materials. A contingency plan shall be developed and in place during project construction in the event that unidentified underground storage tanks, hazardous materials, petroleum hydrocarbons, or hazardous or solid wastes are unexpectedly encountered during construction. This contingency plan shall address underground storage tank decommissioning, field screening and materials testing methods, mitigation and contaminant management requirements, and health and safety requirements for construction workers. A contingency plan will be implemented based on an agreement between the City and the CONTRACTOR per the "Changes of Work" section herein. 7-10.4.5 PROTECTION OF THE PUBLIC Subsection 7-10.4.5 is hereby added to Section 7 of the Standard Specifications as follows: The CONTRACTOR shall make whatever provisions are necessary to protect the public. The CONTRACTOR shall take precautions to protect the public, especially children, from the hazards of open excavations. Trenches, slopes, and excavations requiring shoring shall either be covered or adequately fenced at night and on weekends or whenever operations are not in actual progress. E 47 The CONTRACTOR shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life, or loss of property which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract. It is part of the service required of the CONTRACTOR to make such provisions and to furnish such protection. The Contractor shall construct temporary pavement transitions at all paving joints greater than 1 inch prior to allowing traffic onto the paved surface. This includes both longitudinal and transverse paving joints for both leveling and surface courses. Temporary pavement transitions shall have a maximum slope of 20:1 or as approved by the engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. The temporary transitions may be constructed of either cold mix or hot mix. Temporary ramp shall be removed prior to placement of new pavement surface. The Contractor shall continuously maintain the temporary pavement until final paving. Each temporary transition shall be inspected by the Contractor and repaired as necessary to comply with these provisions at the end of each day including weekends and holidays. Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety. Whenever, in the opinion of the ENGINEER, an emergency exists against which the CONTRACTOR has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the CONTRACTOR's operations and when, in the opinion of the ENGINEER, immediate action shall be considered necessary in order to protect the public or property due to the CONTRACTOR's operations under this contract, the ENGINEER will order the CONTRACTOR to provide a remedy for the unsafe condition. If the CONTRACTOR fails to act on the situation within a reasonable time period, the ENGINEER may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the ENGINEER, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary shall be borne by the CONTRACTOR. All expenses incurred by the AGENCY for emergency repairs will be deducted from the final payment due to the CONTRACTOR. However, if the AGENCY does not take such remedial measures, the CONTRACTOR is not relieved of the full responsibility for public safety. Materials and equipment shall be stored as to not create a public nuisance and to insure the preservation of their quality and fitness for the work. No materials or equipment shall be stored at the project site unless its use is imminent. The CONTRACTOR is responsible to design, construct and maintain all safety devices and be responsible for conforming to all local, state and federal safety and health standard, laws and regulation. Neither the City nor the City's Engineer shall enforce safety measures or regulations. E 48 Suspended loads or equipment shall not be moved nor positioned over public traffic or pedestrians. Full compensation for Protection and Safety of Public shall be considered as included in the various items of work and no additional compensation shall therefore be allowed. 7-10.5 NOTIFICATION TO THE PUBLIC Subsection 7-10.5 is hereby added to Section 7 of the Standard Specifications The CONTRACTOR shall notify the occupants of properties affected by the work. Notification shall be by delivery of handbills furnished by the CONTRACTOR and approved by the City of Santa Clarita. Two handbills shall be distributed prior to beginning of work. The first handbill, which contains general information regarding the project, shall be distributed at least ten (10) calendar days in advance. The second handbill shall be distributed at least 48, but no more than 72 hours in advance. The CONTRACTOR is responsible for adding the dates and hours of the work to be performed on the second handbill. The second handbill may need to be distributed for each phase of work as directed by the City. In no event shall handbills be placed in or on any portion of the owner's mailbox. Affected properties will be determined by the Engineer and are, in general, those properties that fall within 500 feet of the limits of the work. One copy of each handbill shall be submitted to the Engineer. The CONTRACTOR shall notify the City by email that the handbills have been distributed. The email shall be addressed to the City representative(s) designated during the pre -construction conference. The email shall be sent to the City no later than 8 AM on the day following distribution of the notices. The email notification to the City shall contain a map showing the limits of distribution and the dates and times distributed. A separate email shall be sent for each distribution. The City will use the information on the emails to verify that the distribution has been performed. If the distribution is not verified by the City, the City will email to the CONTRACTOR's representative the locations which must be redistributed with new information. The CONTRACTOR shall not perform work in the distribution area without email notification of verification by the City of the distribution. 7-10.6 RESPONSIBILITY FOR JOB SITE CONDITIONS Subsection 7-10.6 is hereby added to Section 7 of the Standard Specifications CONTRACTOR acknowledges responsibility for jobsite safety and acknowledges that the Engineer will not have any such responsibility. To the fullest extent permitted by law, the CONTRACTOR shall indemnify, defend and hold harmless the City Engineer, Pavement Engineering, Inc., their present companies, subsidiaries, agents, and employees from and against all claims, damages, losses and expenses, including but not limited to attorney fees and claim costs, arising out of or resulting from performance of work by the CONTRACTOR, its SUBCONTRACTORS, or their agents and employees, which results in damage to persons or property including wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of the City Engineer, Pavement Engineering, Inc., their parent and subsidiary companies, as well as their agents and employees, E 49 excepting only the sole negligence of the City Engineer, Pavement Engineering, Inc., their parent or subsidiary companies and their agents and employees. Hard hats and high visibility clothing shall be worn at all times when working on the project. It is the CONTRACTOR's responsibility to ensure that this requirement is enforced. All work shall be performed in accordance with applicable Health and Safety laws and standards including all requirements of the State of California Division of Industrial Safety. CONTRACTOR agrees that, in accordance with generally accepted construction practices, CONTRACTOR shall be required to assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and CONTRACTOR further agrees to defend, indemnify, and hold design and construction observation professionals harmless from all liability and claims, real or alleged, in connection with the performance of work on this project SECTION 8 - FACILITIES FOR AGENCY PERSONNEL No field offices for AGENCY personnel shall be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the CONTRACTOR if so provided by the CONTRACTOR for his own personnel. SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT — Add the following: The cost of all labor, material and equipment necessary to complete the work as described in the plans and specifications shall be included in the prices for each bid item, either as a lump sum or by final quantities, whatever is indicated. The final payment quantities shall be based on the actual amount of materials installed or measured on the job. Certified weighmaster load tickets will be required for all AC leveling and surface course, ARHM overlay, type II slurry seal, crushed aggregate base material, subgrade stabilization rock and all PCC delivered to the site. No payment will be made for any materials not used on the site. The contract unit price shall include all labor, material and equipment costs necessary to complete the work, even though not shown or specified. A bid item shall be considered complete when all necessary work has been completed and accepted by the City, including site clean up. E 50 9-3.2 Partial and Final Payment Subsection 9-3.2 of the SSPWC is hereby deleted and replaced with the following: The closure date for the purpose of making partial progress payments will be the last day of each month. Prior to the end of each month and preparation of progress payment, the CONTRACTOR shall meet with the ENGINEER to review all work to date and prepare a statement of the quantity of work completed to date. When the work is complete, the ENGINEER will determine the final quantities of the work performed and prepare the final progress payment report. Payments are commonly authorized and made within 30 days after CONTRACTOR submits the progress payment. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the CONTRACTOR returns the control set of Plans and Specifications showing the as -built conditions. A full 10 percent will be retained from all progress amounts due. The retained amounts will be authorized for final payment 35 days after the date of recordation of the Notice of Completion. The CONTRACTOR, however, may receive interest on the retained amount or receive the retained amount itself so long as securities equivalent to the retained amounts are substituted with escrow holder approved by the AGENCY. At the request and expense of the CONTRACTOR, retained amounts or securities equivalent to the retained amounts may be deposited with the State Treasurer or a state or federally chartered bank as the escrow agent, who shall return such monies or securities to the CONTRACTOR upon satisfactory completion of the contract. Surety eligible for investment shall include those listed in Section 16430 of the State Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts and stand-by letters of credit. Any escrow agreement entered into shall contain the following provisions and be substantially similar to the form "Escrow Agreement for Security Deposits in Lieu of Retention as contained in Section 4590 of Chapter 13 of Division 5 of Title 1 of the Government Code." E51 9-3.3 Delivered Materials Subsection 9-3.3 of the SSPWC is hereby deleted and replaced with the following: Materials and equipment delivered, but not incorporated into the work, will not be included in the estimate for progress partial payment. The City will not pay for storage costs. 9-4 Method of Payment Subsection 9-4 is hereby added to the SSPWC as follows: Payment will be made on the basis of the unit prices bid for the various items as called for on the Bid Sheet(s) and included in the Contract as awarded. The quantities given in the Proposal and Contract forms are approximate only and. are given as a basis for the comparison of bids, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of or any class or portion of the Work or to omit portions of the Work as may be deemed necessary or advisable by the City Engineer. 9-6 MEASUREMENT OF QUANTITIES Subsection 9-6 is hereby added to the SSPWC as follows: Materials paid for by the ton shall be weighed on public scales or other scales for which the State Bureau of Weights and Measures has issued a certificate of inspection, which is available to the City Engineer. Full compensation for all expenses involved in conforming to the above requirements for weighing materials shall be included in the prices for the materials being weighed, and no additional allowance will be made therefore. The quantity of materials paid for by the lineal foot, square foot or square yard shall be determined by horizontal measurement. 9-6 FINAL PAYMENT Subsection 9-6 is hereby added to the SSPWC as follows: The City Engineer shall, after completion of the Contract, make a final estimate of the amount of work done thereunder and the value of such work. The City shall pay ninety percent (90%) of such value, after deducting therefrom all previous payments and all amounts to be retained under the Contract. The payment of the retained amount shall be due and payable thirty-five (35) days after a notice of completion is filed with the County Recorder. The final estimate shall be conclusive and binding against both parties to the Contract on all questions relating to the performance of the Contract and the amount of work done thereunder and compensation therefore, except in the case of gross error. The CONTRACTOR agrees that the payment of the final amount due under the Contract is contingent upon the CONTRACTOR furnishing a release of all claims against the City arising by virtue of this contract. Disputed contract claims in stated amounts may be specifically excluded by the CONTRACTOR from the operation of the release. E 52 9-6 SCOPE OF PAYMENT Subsection 9-6 is hereby added to the SSPWC as follows: The CONTRACTOR shall accept the compensation as herein provided as full payment for furnishing all materials, labor, tools, and equipment necessary to complete the Work, and for performing all work contemplated and embraced under the Contract; also, for loss or damage arising from the nature of the Work, or from the action of the elements, except as heretofore provided, or from any unforeseen difficulties which may be encountered during the prosecution of the Work, until the final acceptance by the City Council, and for all risks of every description connected with the prosecution of the Work; also, for all expenses incurred in consequence of the suspension or discontinuance of the Work as herein specified; and for completing the Work according to the Plans and Special Provisions. Neither the payment of any estimate nor of any retained percentage shall relieve the CONTRACTOR of any obligation to make good any defective work or materials. 9-7 STOP NOTICES Subsection 9-7 is hereby added to the SSPWC as follows: The City Engineer, or other appropriate City officials, may, at their option and at any time, retain out of any amounts due the CONTRACTOR sums sufficient to cover claims filed pursuant to Section 1181, et seq. of the Code of Civil Procedures of the State of California. SECTION 10 - CONSTRUCTION CLAIMS Section 10 is hereby added to the SSPWC as follows: 10-1 GENERAL In addition to notices and reports required by the contract documents, the CONTRACTOR shall comply with the provisions of this Section. 10-2 NOTICE OF POTENTIAL CLAIM The CONTRACTOR shall not be entitled to the payment of any additional compensation for any act, failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless he shall have given the Engineer due written notice of potential claim as hereinafter specified. The written notice of potential claim shall set forth the reasons for which the CONTRACTOR believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said notice as above required must have been given to the Engineer prior to the time that the CONTRACTOR shall have performed the work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Engineer, or in all other cases within 15 days after the happening of the event, thing, occurrence, or other cause, giving rise to the potential claim. E 53 It is the intention of this Subsection 10-2 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The CONTRACTOR hereby agrees that he shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing, or occurrence for which no written notice of potential claim as herein required was filed. 10-3 CLAIMS Claims shall be resolved in accordance with Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) of the Public Contract Code. All claims shall be in writing and shall include the documents necessary to substantiate the claims. Claims must be filed on or before the date of final payment. For claims of less than $50,000, the AGENCY will respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or to the claim the AGENCY may have against the CONTRACTOR. If additional information is thereafter required, it shall be requested and provided pursuant to mutual agreement of the AGENCY and the CONTRACTOR. The AGENCY's written response to the claim, as further documented, will be submitted to the CONTRACTOR within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the CONTRACTOR in producing the additional information, whichever is greater. For claims of over $50,000 and less than or equal to $375,000, the AGENCY will respond in writing to all written claims within 60 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the AGENCY may have against the CONTRACTOR. If additional information is thereafter required, it shall be requested and provided pursuant to mutual agreement of the AGENCY and the CONTRACTOR. The AGENCY's written response to the claim, as further documented, will be submitted to the CONTRACTOR within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the CONTRACTOR in producing the additional information or requested documentation, whichever is greater. If the CONTRACTOR disputes the AGENCY's written response, or the AGENCY fails to respond within the time prescribed, the CONTRACTOR may so notify the AGENCY, in writing, either within 15 days of receipt of the AGENCY's response or within 15 days of the AGENCY's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the AGENCY will schedule a meet and confer conference within 30 days for settlement of the dispute. E 54 Following the meet and confer conference, if the claim or any portion remains in dispute, the CONTRACTOR may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the CONTRACTOR first submits his or her written claim until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. This Section does not apply to tort claims and nothing in this Section is intended nor shall be construed to change the time periods for filing tort or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. The following procedures are established for all civil actions filed to resolve claims subject to this Section: 1. Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court will submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15 -day period, any party may petition the court to appoint the mediator. 2. (1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this Subsection consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this Section shall be experienced in construction law, and upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of trial de novo. 3. The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. E 55 SECTION F: SPECIAL PROVISIONS - TECHNICAL SECTION F — SPECIAL PROVISIONS - TECHNICAL 2015/2016 SLURRY SEAL PROJECT BID NO. ENG-15-16-M0109SS Project No. M0109SS City of Santa Clarita, California The technical provisions for this contract shall be in conformance with Part 2, "Construction Materials" and Part 3, "Construction Methods," of the Standard Specifications for Public Works Construction, 2012 Edition, (SSPWC or Greenbook 2012) accept as amended and or superseded by the following: TABLE OF CONTENTS PAGE SECTION F1 - GENERAL CONSTRUCTION INFORMATION....................................................1 F1-1 MOBILIZATION, BONDS & INSURANCE.....................................................................4 LOCATION AND SCOPE OF WORK ............................................................................1 F1-2 NOTIFICATIONS...........................................................................................................1 ROADWAY PREPARATION......................................................................................... F1-3 F2-4 EMERGENCY INFORMATION.....................................................................................2 F1-4 CRACK SEALING.......................................................................................................10 PROTECTION OF OAK TREES...................................................................................2 F1-5 DIGOUTS/BASE REPAIRS.........................................................................................12 RECYCLING PLAN.......................................................................................................2 F1-6 SLURRY SEAL............................................................................................................13 ORDER OF THE WORK...............................................................................................3 F1-7 DOUBLE FIBERIZED MICRO SURFACING...............................................................17 PROSECUTION OF WORK..........................................................................................3 F2-9 SECTION F2 - CONSTRUCTION MATERIALS AND METHODS...............................................4 F2-1 MOBILIZATION, BONDS & INSURANCE.....................................................................4 F2-2 TRAFFIC CONTROL.....................................................................................................4 F2-3 ROADWAY PREPARATION......................................................................................... 8 F2-4 MICRO GRINDING.......................................................................................................8 F2-5 CRACK SEALING.......................................................................................................10 F2-6 DIGOUTS/BASE REPAIRS.........................................................................................12 F2-7 SLURRY SEAL............................................................................................................13 F2-8 DOUBLE FIBERIZED MICRO SURFACING...............................................................17 F2-9 ASPHALT TACK COAT.............................................................................................. 28 F2-10 ASPHALT CONCRETE (AC)......................................................................................29 F2-11 AGGREGATE BASE................................................................................................... 31 F2-12 TRAFFIC STRIPING, MARKINGS & SIGNS..............................................................32 THIS PAGE LEFT BLANK SPECIAL PROVISIONS - TECHNICAL (Standard Specification for Public Works Construction) SECTION F1 - GENERAL CONSTRUCTION INFORMATION F1-1 LOCATION AND SCOPE OF WORK The work to be performed consists of the CONTRACTOR furnishing all materials, equipment, tools, labor, and incidentals necessary for the construction of the proposed project, complete in place in accordance with the contract drawings and specification and subject to the terms and conditions of the Agreement. The work to be performed includes, but is not limited to furnishing all materials, equipment, tools, labor, and incidentals as required by the plans, specifications, and contract documents for the reconstruction or repair of city streets at various locations throughout the City of Santa Clarita. See project plans and details for more detailed description of the location of the various sites. The work in general includes but is not limited to: Setup and maintenance of traffic control system; best management practices (BMPs) to protect storm drain inlets and features; removal and disposal of traffic striping, markings and markers; removal and disposal of portions of the AC roadway section (digouts/base repairs); replacement and compaction of subsurface material; placement of aggregate base and AC pavement material; micro grinding; crack sealing, placement of slurry seal of various types and microsurfacing materials; protection of utility covers and storm drain features, traffic striping, markings, and markers; and clean-up of the project area. CONTRACTOR shall provide safe and adequate pedestrian access at all times. Vehicular movement at and around all construction sites shall be provided and maintained at all times. Approved barriers and signs (traffic flagging personnel, if necessary), shall be furnished and utilized by the CONTRACTOR to ensure safety and public access to businesses at all times. F1-2 NOTIFICATIONS The CONTRACTOR shall notify the AGENCY not less than (2) working days prior to start of work. The CONTRACTOR shall also call Underground Service Alert at (800) 227-2600. If the closing or opening (either partial or full) of a street or alley within the City of Santa Clarita is approved by the Engineer, the CONTRACTOR shall notify the following City Departments at least twenty-four (24) hours prior to the schedule closing or opening. City of Santa Clarita Public Works Inspection Los Angeles County Sanitation Department Los Angeles County Sheriff Department (Santa Clarita) Los Angeles County Fire Department (Santa Clarita) U.S. Post Office, Santa Clarita City of Santa Clarita Transit Division (Ben Gonzales) F1 (661) 255-4948 (818) 458-5100 (661) 255-1121 (661) 286-8821 (661) 254-3270 (661) 295-6308 F1-3 EMERGENCY INFORMATION The names, addresses, and telephone numbers of the CONTRACTOR and SUBCONTRACTORS shall be filed with the City and the County Sheriffs Department on the day of the pre -construction meeting. F1-4 PROTECTION OF OAK TREES Oak trees greater than one inch (1") in diameter are protected by City ordinances. CONTRACTOR shall protect all oak trees within the project limits. An orange construction fence shall be placed 5 feet from the drip line of all oak trees within the project area for the duration of the project. CONTRACTOR shall maintain the fence so that no work is permitted within 5 feet of the drip line of any oak tree. Any damage to protected oak trees during the construction period is the responsibility of the CONTRACTOR and may result in fines to the CONTRACTOR. If no bid item is included in the bid schedule, Protection of Oak Trees shall be included in the various items of work and no additional compensation will be allow therefor. F1-5 RECYCLING PLAN Within 7 days of award of Contract, the CONTRACTOR shall submit a Construction and Demolition Materials Management Plan (C&DMMP) in accordance with Chapter 15.46, Construction and Demolition Materials Management, of the City of Santa Clarita Municipal Code. This plan shall outline the quantity of inert material (including dirt, rock, brick, sand, and gravel) and construction material that may be recycled or reused and the possible recycling methods. The C&DMMP must be approved by the Environmental Services Division prior to construction. A sample C&DMMP is provided in Appendix A. When preparing the C&DMMP, the CONTRACTOR must name the hauler or haulers that the CONTRACTOR plans on using for the project. The CONTRACTOR must use a hauler that currently has a franchise agreement with the City of Santa Clarita (see Appendix A for a list of franchised haulers). CONTRACTORS are urged to contact the Environmental Services Division at (661) 286-4098 if there are any questions prior to the submission of the C&DMMP. If the CONTRACTOR selects to self -haul, the CONTRACTOR must name the facility where the material is going to be hauled on the C&DMMP. In accordance with Chapter 15.46, Construction and Demolition Materials Management of the City of Santa Clarita Municipal Code, at least fifty percent (50%) of all Construction and Demolition Materials and Inert Wastes from construction, demolition, grading, and renovation projects shall be diverted from landfills. At least 50% of the construction and demolition materials on this project must be recycled. All weight tickets and estimates of materials shall be given to the city's project inspector. All surplus material shall become the property of the CONTRACTOR and shall be disposed of at the CONTRACTOR'S expense. All materials removed from the work area to be disposed off site unless otherwise specified. CONTRACTOR shall dispose of all debris in full compliance with all government regulations having jurisdiction. All vegetation, trash, demolished structures and pavement materials shall be removed in clearing and site maintenance operations and shall become the property of the CONTRACTOR and shall be disposed of outside the site of the work and at the expense of the CONTRACTOR. F2 The CONTRACTOR shall keep the project site clean and free from rubbish and debris at all times, as well as any adjacent areas, which are affected by the construction operations. F1-6 ORDER OF THE WORK CONTRACTOR is responsible for coordinating with the contractor who is awarded City Project 2015/2016 Annual Overlay Project Bid No. ENG -15-16-M0109, such that overlay work is completed prior to slurry seal work. F1-7 PROSECUTION OF WORK Once started, the CONTRACTOR shall continuously work on the project until completion. Other than for inclement weather, work shall not be discontinued unless notification is provided to the City at least 72 hours in advance. Such notification of work suspension shall include the exact date when work will be suspended and the date when work will resume. Failure to notify the City of work suspension will subject the CONTRACTOR to a $900/per working day inspection charge for each day work is suspended without the required notification. A CONTRACTOR representative shall be on the project site/s at all times. F1-8 WATER POLLUTION CONTROL The CONTRACTOR shall conform to all applicable local, state and Federal regulations and laws pertaining to water pollution control. CONTRACTOR shall refer to Sections 7-8.6.1 General and Section 7-8.6.2 Best Management Practices (BMPs) of the Standard Specifications. Payment for implementation and maintenance of BMPs shall be considered as included in the Contract Unit Price for each item in the Bid. F3 SECTION F2 - CONSTRUCTION MATERIALS AND METHODS F2-1 MOBILIZATION, BONDS & INSURANCE F2-1.1 MEASUREMENT AND PAYMENT The LUMP SUM price paid for "MOBILIZATION" shall include all costs associated with insurance, bonds, required permits and fees, shop drawings, moving onto the job (mobilization), moving off the job (demobilization), preparation of project schedule, project phasing, supervision, coordination of concurrent work with other CONTRACTOR, meetings, and "as - built" plans required to perform the Work indicated in the plans and specifications. The price for mobilization shall not exceed 5% of the total bid items exclusive of the cost for Mobilization. Payment will be made as follows: a) Fifty percent (50%) of the total amount bid for Mobilization will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work has been performed. b) When at least ten percent (10%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to seventy- five percent (75%) of the total amount bid for Mobilization. c) When at least twenty percent (20%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to ninety percent (90%) of the total amount bid for Mobilization. d) Upon substantial completion, one -hundred percent (100%) of the remaining contract price paid for Mobilization will be included in the estimate for payment. F2-2 TRAFFIC CONTROL F2-2.1 SCOPE Work to be performed under this Section covers all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all pedestrian and vehicular traffic through the construction site. In addition, this work shall include all work as outlined in Section 7-10 of these Contract Documents. All such work shall conform to the applicable provisions of the Standard Specifications and these Special Provisions. The criteria for controlling traffic movements in the work areas are contained in "A Guide to Temporary Traffic Control in Work Zones", 4th Edition, published by the American Traffic Safety Services Association (ATSSA). The manual prescribes MINIMUM standards for the application F4 of uniform traffic control devices such as traffic cones, barricades, regulatory signs, warning signs and guide signs. The CONTRACTOR shall have at the worksite a copy of The Manual on Uniform Traffic Control Devices MUTCD 2014 Revision 1 FHWA'S MUTCD 2009 Edition as amended for use in California and shall comply with its provisions, At no time shall any roadway that is to be repaired as part of this project be closed to traffic, pedestrian or vehicular, unless approved by the City. If the closing or opening (either partial or full) of a street within the City of Santa Clarita is approved by the Engineer, the CONTRACTOR shall notify the City Public Works Inspector assigned to the project and local authorities at least 24 hours prior to the schedule closing or opening. The CONTRACTOR shall provide and maintain traffic control devices at all times in accordance with the Standard Specifications, these project Special Provisions, and as directed by the City Engineer. At no time is any business or residence to be without access unless otherwise approved. Conflicting existing pavement markings shall be removed by sandblasting. Conflicting raised pavement markers also shall be removed. Temporary traffic markers (tabs) shall be removed prior to surface seal application of any kind. Traffic striping shall be replaced upon the finished surface at the original location, unless shown otherwise on the improvement plan. Pavement arrows, messages, and limit lines shall be installed per City standards. All traffic signs shall be reflectorized and shall conform to the City of Santa Clarita's specifications. Installation shall conform to Caltrans standard plans and traffic manual. F2-2.2 TRAFFIC CONTROL PLAN Two weeks prior to the pre -construction meeting, the CONTRACTOR shall submit to the Engineer for his review, a detailed traffic maintenance and control plan for the various affected project sites or streets. The traffic control plans shall be in accordance to Section E 7-10.1.1, Engineering Traffic Control Plan, of this project manual. No work may commence in any area until the Traffic Control Plan has been approved by the City Traffic Engineer. Failure to provide the City with the required traffic maintenance and control plans at the specified time will subject the Contractor to liquidated damages in the amount of $1,000 per day the submittal of the traffic maintenance and control plans is delayed. F2-2.3 CONSTRUCTION SIGNING Construction signing shall consist of furnishing, installing, maintaining, and removing construction signs, temporary guide markers, and barricades. Construction signing shall meet the requirements set forth in The Manual on Uniform Traffic Control Devices (MUTCD), 2014 Revision 1 (FHWA'S MUTCD 2009 Edition as amended for use in California), and these Special Provisions. F5 Flagmen will be required to direct traffic during construction. In addition, after bituminous materials are applied, pilot cars may be required, as directed by the Engineer, to control traffic to a speed below 20 mph to ensure traffic safety. F2-2.4 TRAFFIC MAINTENANCE The CONTRACTOR shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 7-10 of the Standard Specifications and these Special Provisions. Vehicular traffic must be maintained at all times to all businesses and residences, except as noted below. SDecial Instructions for School Zones CONTRACTOR shall notify school district and coordinate work as to maximize safety and minimize inconvenience. This includes any work within 1,000 feet of a school, roadways leading directly to a school, or street having a school. If at all possible, such work shall be scheduled after school is released for summer session. Work in school zones shall be prohibited from 7:00 a.m. to 9:00 a.m. and from 2:00 p.m. to 4:00 p.m. on weekdays when school is in session. Work is also prohibited in school zones during the first week of school. Special Instructions for Traffic Loop Detectors Prior to beginning the work, CONTRACTOR shall disarm loop detectors and set signals to automatic timing mode. This work shall be coordinated through City Personnel. Actual work may be performed by City or other agency personnel. CONTRACTOR shall be responsible for disarming traffic loop detectors and setting signals to automatic timing for those signals whether performed by City of other agency personnel, or by CONTRACTOR'S personnel. The CONTRACTOR shall be responsible for developing specific detailed traffic control plans for these circumstances as required in Section F2-2.2 above. The CONTRACTOR shall notify the Engineer of his intention to begin work at least three (3) working days before starting any work at each street location. The CONTRACTOR shall cooperate with the Engineer relative to handling traffic through the areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and to clear access to driveways. At intersections, if a cross street needs to be temporarily closed when work is in progress through the intersection, and the anticipated traffic delay is more than five minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing shall be reviewed by the Engineer. CONTRACTOR'S equipment and personal vehicles of the CONTRACTOR'S employees shall not be parked on the traveled way nor on any street where traffic is restricted at any time. If construction equipment is parked in the parking lanes overnight, barricades and other suitable warning devices shall be required. F2-2.6 PORTABLE DELINEATORS Portable delineators shall be either cones or tubular markers. F6 Delineators to be used at night or in low light conditions shall be reflectorized. The minimum height of either cones or tubular markers shall be 37 inches above the road surface. All portable delineators shall comply with the current version of the Caltrans Traffic Manual. The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed 50 feet on tangents or 25 feet on curves. CONTRACTOR shall supply up to 4 message boards to be used at the direction of the Engineer. F2-2.6 RESTRICTIONS ON CLOSURE OF TRAFFIC LANES The streets shall be open for use by public traffic on Saturday, Sunday, and any day designated by the City as a legal holiday, after 3 p.m. on Friday, after 3 p.m. on the day preceding a designated legal holiday, and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain a.m. and p.m. peak traffic hours that may require the CONTRACTOR to alter and/or modify his construction schedule to complete the work so as to have the least impact the public convenience if determined by the engineer. F2-2.7 MEASUREMENT AND PAYMENT The payment for "MAINTAINING AND CONTROLLING TRAFFIC" will be made on a LUMP SUM basis. The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in maintaining and controlling traffic, complete in place, including changeable message signs, as specified in the Standard Specifications and these Special Provisions. Payment will be made as follows: a) Fifty percent (50%) of the total amount bid for Maintaining and Controlling Traffic will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work has been performed. b) When at least ten percent (10%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to seventy-five percent (75%) of the total amount bid for Maintaining and Controlling Traffic. c) When at least twenty percent (20%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to ninety percent (90%) of the total amount bid for Maintaining and Controlling Traffic. F7 d) Upon substantial completion, one -hundred percent (100%) of the remaining contract price paid for Maintaining and Controlling Traffic will be included in the estimate for payment. F2-3 ROADWAY PREPARATION 172-3.1 SCOPE Roadway Preparation shall conform to Section 300-1 of the Standard Specifications, and as modified by the following Special Provisions and the plans. The work under this section consists of preparing the roadway prior to the resurfacing or reconstruction. Such work shall include controlling nuisance water, sweeping, watering, removal of all raised pavement markers, removing thermoplastic pavement markers, removing rubber speed bumps and storing them at a safe location agreeable to the City until replacement, and removing loose and broken asphalt concrete pavement and foreign material, including existing weed growth as specified in these Special Provisions and as required by the Engineer. The Storm Water Pollution Control Program is to be implemented prior to the start of work. Any roadway area that contains existing weed growth shall be treated with an E.P.A. approved herbicide composed of glyphosate and oryzaline, combined and applied according to label directions. 2. CONTRACTOR'S attention is especially directed to Sections 7-8, "Work Site Maintenance," 7-9, "Protection and Restoration of Existing Improvements," and 7-10, "Public Convenience and Safety" of the Standard Specifications, which shall be strictly adhered to. (A bid item is included herein for Traffic Control for all project work.) F2-3.2 MEASUREMENT AND PAYMENT Payment for Roadway Preparation shall be included in the prices bid for other items of work and no additional compensation will be allowed therefor unless noted on Plans and bid proposal as part of this contract. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. F2-4 MICRO GRINDING Micro grinding shall consist of grinding existing pavement at the locations shown on the plans and disposal of the residue. Grinding shall be performed in the longitudinal direction of the traveled way. The noise level created by grinding operations shall not exceed 86 dBA at a distance of 50 feet at right angles to the direction of travel. Grinding shall result in a parallel corduroy texture consisting of grooves 5/64 -inch to 1/8 -inch wide with 55 grooves to 60 grooves per foot width of grinding. Tops of ridges shall be between 1/16 -inch and 5/64 -inch from the bottom of the blade grooves. F8 Grinding shall be performed as necessary to extend the area ground in each lateral direction so that the lateral limits of grinding are at a constant offset from, and parallel with, the nearest lane line or pavement edge, and in each longitudinal direction so that the grinding begins and ends at lines normal to the pavement centerline, within any one ground area. Ground areas shall be neat rectangular areas of uniform surface appearance. Grinding shall be performed such that the resulting pavement surface on both sides of transverse joints and cracks has the same depth of texture and does not vary from a true plane enough to permit a 5/64 -inch thick shim 3 -inches wide to pass under a 3 -foot straightedge adjacent to either side of the joint or crack when the straightedge is laid on the pavement parallel to the centerline with its midpoint at the joint or crack. The finished surface shall not vary from a true plane enough to permit a 1/8 -inch thick shim, 3 inches wide to pass under a straightedge 12 feet ± 2-1/2 inches long when the straightedge is laid on the finished surface parallel with the centerline. Cross -slope uniformity and positive drainage shall be maintained across the entire traveled way. The cross -slope shall be uniform such that when tested with a straightedge 12 feet ± 2-1/2 inches long placed perpendicular to the centerline, the ground pavement surface shall not vary more than 1/4 -inch from the lower edge of the straightedge. The Contractor shall prepare and submit Residue Management Plan (RMP). The RMP shall describe and specify the following: a. The Contractor's equipment, methodology, and sequence of work for grinding operations. b. The proposed equipment and methodology to be used for the collection, drying, storage, transportation, and disposal of residue. c. BMPs. Relevant BMPs in the Agency's Construction Site BMPs Manual to be implemented shall be specified. d. Temporary storage site and/or drying location, if any. Documentation of permission from the property owner to use the site for this purpose shall be included. e. Transporter. Documentation of the transporter's current permits and licenses shall be included. f. Disposal facility. Documentation of the facility's current regulatory permits and intent to accept the residue shall be included. Residue from grinding operations shall be picked up by means of a vacuum attachment to the grinding machine and shall not be allowed to flow across the pavement nor be left on the surface of the pavement. Residue shall be disposed of in conformance with local, State and Federal laws. Temporary storage of grinding residues will not be allowed within the street right of way. The Contractor may transport liquid residues to a drying location off the Work site if so specified in the approved RMP. The Contractor shall: a. utilize the transporter and disposal facility specified in the approved RMP; F9 b. prepare a non -hazardous waste manifest (the generator will be the Agency) for each truckload; c. notify the Agency's Environmental Compliance Unit, (626) 458-4970, oenrique@dpw.lacounty.gov, a minimum of 72 hours prior to beginning transportation, and d. within 2 working days of completion of transportation, submit to the Engineer a report in tabular form showing the gross, tare, and net weight, and manifest number of each truckload sent to the disposal facility. F2-4.1 MEASUREMENT AND PAYMENT "MICRO GRINDING" will be measured by the SQUARE FOOT for the depths and widths specified. The quantities to be paid for will be the actual area for the depths and widths designated on the plans, irrespective of the number of passes required to obtain the depths and widths specified. Payment for Micro Grinding will be made at the Contract Unit Price per square foot for Micro Grinding. Payment shall include preparation and implementation of the Residue Management Plan; pavement grinding; and removal, drying, storage, transportation and disposal of residue. F2-5 CRACK SEALING F2-5.1 GENERAL Crack sealing shall be performed on the milled pavement surface at pavement cracks that are not repaired by base repairs prior to placing HMA pavement and after all base repairs are completed. Crack sealing work shall include cleaning and drying of cracks using a hot air lance and sealing larger transverse or longitudinal pavement cracks '/4 -inch and greater in width. The surfaces shall be properly cleaned (e.g. with a self -loading vacuum type motor sweeper) of all dust and debris prior to crack sealing. F2-5.2 MATERIALS The Contractor shall submit certificates from suppliers stating compliance of materials with the requirements of this section. The crack sealant shall be non -rubberized and be Crafco Superflex HT Polymer Modified, or approved equal, which conforms to the following requirements:: The materials shall be capable of being melted and applied to cracks and joints at temperatures below 400°F. When heated, it shall readily penetrate cracks %-inch wide or larger. F10 Test Method Specification _Test Softening Point ASTM D36 210°F minimum Cone Penetration ASTM 5329 45 maximum 77°F Flow @ 140°F ASTM D5329 0 mm The materials shall be capable of being melted and applied to cracks and joints at temperatures below 400°F. When heated, it shall readily penetrate cracks %-inch wide or larger. F10 A Certificate of Compliance conforming to Section 6-3.05E, "Certificate of Compliance", of the Caltrans Standard Specifications shall be supplied with each shipment. Treat cracks from 1/4 to 1 inch in width for the entire length of the crack. Fill or repair cracks wider than 1 inch with fine AC F, No. 4. Submit a mix design for the fine AC F, No. 4 filler to comply with Section 203-6.4.3 of the Standard Specifications. F2-5.3 CONSTRUCTION Prior to crack sealing operations, clean cracks by using hot -compressed air at 2,000°F, 100 cubic feet per minute (cfm) and at a pressure of 120 pounds per square inch (psi). Do not burn or oxidize the AC with the hot -compressed air. Crack sealing shall not proceed until all other preparation work is completed and approval to proceed is granted by the Engineer. Such other preparation work shall include, but not be limited to, pavement base repairs and concrete construction. Crack sealing work shall be completed as specified herein prior to application of finish surface treatments, which treatments may include, but not be limited to, HMA and RHMA overlays. Cracks wider than %-inch shall be crack sealed. Cracks wider than %-inch shall beblown clean of loose materials (facing both crack faces) with a high-pressure air nozzle, (90 psi or greater) to the satisfaction of the Engineer. Loose materials include vegetation, dust, dirt, moisture, old sealant, and foreign material. The cracks following air blowing shall be both clean and dry. Equipment used by the Contractor shall be specifically built for this purpose and shall be of current manufacture Crafco Superflex HT polymer -modified or an approved equal. The non -rubberized crack sealant shall be heated to a minimum temperature of 380°F, but not greater than 400°F, or as specified by the manufacturer and as approved by the Engineer. Cracks shall be sealed from the bottom up. Sealant material shall be applied so it is recessed below the pavement surface. The crack sealant shall not be allowed to collect on the pavement and shall only be applied in the crack itself, and shall be recessed a 1/4 -inch below the pavement surface. Sealant material must not be higher than the adjacent surface. The Contractor shall use a squeegee or similar equipment to drag excess material flush to existing grade to provide a flush finish. Excessive sealant or sealant overbands shall be removed at CONTRACTOR expense. Traffic shall not be allowed on the material until it has cured or until it has been sanded to prevent tracking and damage to vehicles. AC or ARHM overlay shall not be placed for at least seven (7) calendar days after crack sealing. F2-5.4 MEASUREMENT AND PAYMENT The payment for "CRACK SEALING" will be made on a contract LUMP SUM basis. The above contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in crack sealing, clean-up and traffic control as specified in the Standard Specifications and these Special Provisions. F11 F2-6 DIGOUTS/BASE REPAIRS F2-6.1 GENERAL The work of digouts/base repairs consists of removing the existing asphalt concrete and base if necessary to the specified depth by cold planing and replacing the void with asphalt concrete as shown on the plans. F2-6.2 MATERIALS Asphalt concrete for digouts/base repairs shall conform to Section F2-10. Asphalt concrete binder shall be PG 64-10 and aggregate gradation shall be Class B (dense medium coarse) per Table 203-6.4.3 (A) of the Standard Specifications unless specified on the plans or approved by the Engineer. F2-6.3 CONSTRUCTION The Engineer will mark the locations of each digout based on the plans and field observations. The CONTRACTOR shall accompany the Engineer during markings of the digouts/base repair areas and the marked, measured, and agreed on areas will constitute the final pay quantity. The asphalt concrete within the marked digout/base repair areas shall be removed to a uniform depth as specified. The edges of the removal area shall be saw cut or vertical grind. Any removed material shall be removed from the site. If base rock is exposed, the surface shall be proof -rolled. The area to be paved shall be cleaned and its vertical edges tack coated in accordance with Section F2-9. Asphalt concrete shall be placed and compacted as specified in Subsection 302-5 of the Standard Specifications. At areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, the CONTRACTOR shall employ excavation and grading techniques which do not worsen the subgrade condition. Prior to placing asphalt concrete in the digout/base repair areas, the area shall be proof -rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent in the presence of the Engineer. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed to a depth of 6 inches and replaced with asphalt concrete. If the areas were caused or significantly worsened by the CONTRACTOR's operations, these areas shall be replaced at the CONTRACTOR's expense. In the event that the underlying material is soft, yielding, unstable, or unsuitable as determined by the Engineer, it shall be excavated to the depth of 6 inches below the initial digout/base repair depth required and disposed of in accordance with these Special Provisions. The limits of removal shall be designated, marked, and recorded by the Engineer. The resulting space shall be filled with a single lift of asphalt concrete and compacted according to Section 302-5.6.2 of the Standard Specifications. Payment for removing unsuitable subgrade and replacing with asphalt concrete pavement will be made under the Bid Item "Over -Excavation (Revocable Item)". Over -excavation shall be considered revocable as it is not known if unsuitable subgrade requiring over -excavation will be encountered during construction. For bidding purposes the Bid Schedule assumes that 5% of the digout/base repair areas will require over -excavation based on potentially encountered unsuitable subgrade. F12 Unsuitable material is defined as material the Engineer determines to be: 1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or 2. Too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or 3. Otherwise unsuitable for the planned use. Remove only what can be replaced during the same work period - F2 -6.4 MEASUREMENT AND PAYMENT Payment for "DIGOUTS/BASE REPAIRS" complete in place will be made at the contract unit price bid per SQUARE FOOT. Such payment shall be considered full compensation for furnishing all labor, material, proof -rolling, compaction, asphalt concrete, tack coat, tools, and equipment necessary to complete the work including the removal and proper disposal of the excavated material, in accordance with the Standard Specifications and these Special Provisions. Section 3-2.2.2 "Increases of More Than 25 Percent' and Section 3-2.2.3 "Decreases of More Than 25 Percent' shall not apply to the bid items related to removing and replacing pavement or digouts/base repairs. Payment for "OVER -EXCAVATION (REVOCABLE ITEM)" complete in place will be made at the contract unit price bid per SQUARE FOOT. Such payment shall be considered full compensation for furnishing all labor, material, excavation, compaction, proof -rolling, asphalt concrete, tools, and equipment necessary to complete the work including the removal and proper disposal of the excavated material, in accordance with the Standard Specifications and these Special Provisions. F2-7 SLURRY SEAL F2-7.1 SCOPE The work consists of constructing Type I and Type II slurry seals. The Type I and Type II emulsion -aggregate slurry seal shall be constructed in accordance with Section 203-5 and 302- 4 and as modified herein. F2-7.2 MATERIALS The materials for slurry seal immediately prior to mixing shall conform to the following requirements: Aggregate — Aggregate shall conform to Type I and Type II. Asphalt Emulsion - Polymer modified asphaltic emulsion shall be composed of a bituminous material uniformly emulsified with water and an emulsifying or stabilization agent and shall contain a polymer. The polymer used in the manufacture of polymer modified asphaltic emulsions shall be at the option of the CONTRACTOR, either neoprene, or a copolymer of F13 butadiene and styrene. The polymer used in the polymer modified asphaltic emulsion shall be homogenous and shall be milled into the product at the colloid mill. The polymer modified asphalt emulsion Cationic shall be grade PMCQS1h and shall conform to the following requirements: Type Grade PMCQS1h Properties Min. Max Tests on Emulsion: Viscosity SSF @ 25°C, sec 15 90 AASHTO Designation T-59 Sieve Test, % 0.30 AASHTO Designation T-539 Storage Stability, 1 day, % — 1 AASHTO Designation T-59 Residue by Evaporation, % 57 — California Test 331 Particle Charge AASHTO Designation T-59 Positive Tests on Residue from Evaporation Test Penetration, 25°C 40 90 AASHTO Designation: T 49 Ductility, 25°C, mm 400 — AASHTO Designation: T 51 Torsional Recovery, % 18 — California Test 332 or Polymer Content, % 2.5 — California Test 401 Note: When the test for polymer content of polymer modified asphaltic emulsion is used, see sampling requirements in Section 94-1.03, "Sampling" of the Standard Specifications. At the time of delivery of each shipment of asphalt, the vendor supplying the material shall deliver to the purchaser certified copies of the test report. The test report shall indicate the name of the vendor, type and grade of asphalt delivered, date and point of delivery, quantity delivered, delivery ticket number, purchase number, and results of the specified tests. The test report signed by an authorized representative of the vendor shall certify that the product delivered conforms to the specifications of the type and grade indicated. The certified test reports and the testing required in connection with the reports shall be at no cost to the City. Until the certified test reports and samples of the materials have been checked by the Engineer to determine conformity with the prescribed requirements, the material to which the report related and any work in which it may have been incorporated as an integral component will be only tentatively accepted F14 by the City. Final acceptance will be dependent upon the determination of the City Inspector that the material involved fulfills the prescribed requirements. The retardant shall be of a type that will prevent slurry mix from setting up prematurely in the spreader box and to ensure the applied slurry mix can support vehicular traffic within 60 minutes after the last application. A retardant, when used, shall be in liquid form when added to the slurry mix in the mixing chamber of the continuous mixer. Any proposed retardant and proportioning system shall be subject to evaluation and approval by the City Inspector at the pre -construction meeting. Sufficient water must be used to obtain a mix consistency that is smooth and homogeneous and does not segregate on standing. F2-7.3 CONSTRUCTION F2-7.3.1 Scheduling The CONTRACTOR shall prepare the roadway and place the Slurry Seal within a 5 working day period. Some of the streets require either leveling courses or digouts/base repairs. This work shall be accomplished no more than 2 weeks or 10 working days prior to the placement of the slurry seal. Failure to comply with these provisions shall incur a liquidated damage of $250 per calendar day per street segment. The CONTRACTOR shall comply with Section 172-2 of this project manual including all traffic control and notice requirements. F2-7.3.2 Slurry Application Each machine shall have a spray bar attached to enable the fogging of the pavement surface with water. The CONTRACTOR shall apply the slurry using a minimum of two continuous mixers, one mixer to be applying slurry, while the other machine is in transit to and from the batch site. The CONTRACTOR shall provide a coordinator, at least one competent quickset mixing person, one driver for the mixer applying the slurry, and one shuttle driver for the machine en route to reload. The CONTRACTOR shall also provide sufficient laborers for any handwork and cleanup required to ensure proper progress of work. Transit mix trucks shall not be used. Prior to placement, all existing utility lids and covers shall be located and referenced so they can be exposed after the slurry seal placement. Prior to applying slurry seal, the surface to be sealed shall be cleaned by the CONTRACTOR, to the approval of the City Inspector, of all loose material, silt, vegetation, and other objectionable material by a method approved by the City Inspector. The surface may be pre -wetted by fogging ahead of the slurry box if required by local conditions. Water used in pre -wetting the surface shall be applied at such a rate that the entire surface is damp with no ponding of water. F15 Slurry seal shall only be placed when both pavement and air temperatures are at least 50°F and rising. Do not place slurry seal if either the pavement or air temperature is below 50°F and falling or during unsuitable weather. The expected high temperature must be at least 65°F within 24 hours after placement. Slurry seal shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours. Craft paper or felt shall be used for initial startup and subsequent stop/start sequences to avoid double application or gaps in application. Slurry seal shall be uniform in appearance and texture. The applied slurry seal shall be rolled with a minimum of three passes with a pneumatic roller prior to opening to traffic, following sufficient cure and inspection to ensure tracking of material does not occur Protection and maintenance of the street surface to the condition required for proper slurry application shall be the sole responsibility of the CONTRACTOR and no additional expense will be allowed. The CONTRACTOR shall, at the direction of the City Inspector repair and reseal all areas of the streets which have not been sealed properly and completely or have been damaged by traffic. The CONTRACTOR shall exercise care to prevent slurry from being deposited on concrete surfaces. The CONTRACTOR shall remove slurry from surfaces not designated to be sealed each day. No additional streets shall be slurry sealed until this clean-up has been performed. The method of slurry removal shall be approved by the City Inspector. All streets to be slurry sealed shall be sealed from edge of pavement to edge of pavement. Spreaders to be used for this operation shall meet the approval of the City Inspector. The sites for stockpiling and batching materials shall be clean and free from objectionable materials and shall be located outside the road right-of-way. Arrangements for these sites shall be the responsibility of the CONTRACTOR. If on private property, a written agreement shall be approved by the Planning Department prior to commencing operations. Requests for changes in the schedule must be submitted to the City Inspector for approval at least 48 hours prior to sealing the streets affected. CONTRACTOR shall tie off survey monuments, manholes, water valves, etc. prior to application of the slurry seal. The CONTRACTOR shall take precautions to remove any slurry that may cover these appurtenances. Immediately before commencing the slurry seal operation, all surface metal utility covers (including survey monuments) shall be protected by thoroughly covering the surface with an appropriate adhesive and oiled or plastic paper. No adhesive material shall be permitted to cover, seal or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned of slurry material by the end of the same work day. Raised pavement markers shall be covered or cleaned after the application of the seal coat as approved by the Engineer. Hand tools shall be available to remove spillage. Ridges or bumps in the finished surface will not be permitted. F16 F2-7.3.3 Street Maintenance and Sweeping After completing, setting, and rolling of the slurry seal, any loose material shall be immediately removed by sweeping with a power sweeper the day of application following sufficient curing time and testing to ensure there will be no damage from sweeping equipment. Interim sweeping using a power sweeper shall be accomplished as more loose material appears. As a minimum, interim sweeping shall be accomplished on the 3`d 7t" 14t" and 28t" day after slurry sealing. A final post construction sweeping of all the slurry seal streets shall be performed 5 days after completion of all of the slurry sealing. The entire street surface shall be swept to the satisfaction of the CITY. No loose material will be allowed in the street, gutters, sidewalks or other areas. Special attention shall be directed to the cul-de-sac areas. If necessary, the CONTRACTOR will employ additional vacuum sweepers to remove the loose materials. Notifications when sweeping will occur shall be sent to homeowners at least one week prior to the scheduled days when sweeping is to occur according to the sweeping schedule. "No Parking" signs shall be posted a minimum of 48 hours prior to the scheduled day when sweeping is to occur. The CONTRACTOR shall maintain a sweeping log and sweeping schedule that indicates the project areas and times when weeping shall occur. The sweeping log shall be submitted to the City weekly. In addition, all misapplied slurry on gutter lips shall be removed the same day as the slurry is placed. Failure to provide cleaning or sweeping shall preclude the CONTRACTOR from continuing with further slurry sealing work until this work is performed. Failure to complete sweeping as required or directed by the engineer shall subject the CONTRACTOR to a liquidated damage of $500 per day per street. F2-7.3.4 Final Cleaning Final cleaning of the Slurry Seal streets shall include removal of any tracked material, misapplied tack coat; or slurry seal; cleaning of all utility covers of any new or old materials; and removal of any miscellaneous debris resulting from construction activities. 172-7.4 MEASUREMENT & PAYMENT SLURRY SEAL (TYPE 1) and SLURRY SEAL (TYPE II) will be measured and paid for at the contract unit price per TON for each type of aggregate used in the Work. The unit price paid per Ton shall include all costs associated with surface preparation, including crack filling, furnishing and placing all materials required for the Type I and Type II Emulsion -Aggregate Slurry, including but not limited to emulsified asphalt, water, set control agent, final cleanup and all labor, equipment, sweeping, tools and incidentals needed to complete the work in place per plans, specifications and details. F2-8 DOUBLE FIBERIZED MICRO SURFACING Fiberized micro surfacing shall consist of mixing a polymer modified cationic quickset emulsion, glass fibers, aggregate, mineral filler, set -control additives, and water and spreading the mixture F17 on a pavement surface where shown on the plans, in conformance with the provisions in these special provisions, and as directed by the Engineer. The fibers shall be added by means of automatic injection into the micro surfacing pug -mill at a consistent length and application rate which is adjustable to meet the approval of the Engineer. F2-8.1 MATERIAL The material for fiberized micro surfacing shall conform to the following requirements: F2-8.1.1 Fiberized Emulsion The asphalt emulsion for fiberized shall be a polymer modified cationic quickset (PMCQS-1 h), shall be homogenous and shall conform to the provisions of these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. Polymer solids must be a minimum of 3.0 % by weight of the emulsion's residual asphalt. Provide a certificate of compliance certifying the amount of polymer. The PMCQS-1 h emulsion shall conform to the following requirements when tested in conformance with the following test methods: Polymer Modified, Cationic Quickset Emulsion Requirement Specification Designation (Test Method Viscosity SSF @ 77°F (25°C) KA_ SHTO T 59 15-90 Seconds Sieve, max. AASHTO T 59 0.30 Percent Settlement, 5 days, max.'` ASTM D 244 5 Percent Residue by Evaporation, min. AASHTO T59 62 Percent *Waived if to be used within 48 hours o manufacture. Specification Designation for Residue Specification Designation Penetration @ 77°F (25°C) 100g, 5s ,0.1 mm Softening Point OF (°C) min. Torsional Recovery min. F2-8.1.2 Fiber est Method ,ASHTO T 51 ,ASHTO T 53 ;alifornia Test 332 Requirement 135 (57) The fiber used in the fiberized micro surfacing shall be RoadChem Fiber 1 or equivalent chemical resistant glass fiber meeting the following specifications. It shall be cut to 3/8 +/- 1/8 inch in length prior to adding to the PMCQS-1 h emulsion. The fiber shall be added at a rate of 0.15 % - 0.40 % by dry weight of aggregate for bottom lifts and 0.05 % - 0.30 % by dry weight of aggregate for surface lifts. The fiber shall meet the following requirements: F18 Linear Alkali and Acid Resistant Glass Fiber Moisture Linear Weight Weight of of Strand o Content (/o) Specific Softening Tensile th Strength Roving (tex) (tex) Gravity Point (°C) ISO 3344 (MPa) ISO 1889 ISO 1889 2500 min. 82 min. 0.35 max. 2.68 g/cm3 860 min. 1700 min. 4800 min. 1100 min. F2-8.1.3 Water and Additives The water shall be potable and free of harmful soluble salts or reactive chemicals and other contaminants. If necessary for workability, a set -control agent may be used and must be included as part of the mix design and be compatible with the other components of the mix. F2-8.1.4 Mineral Filler Mineral filler shall be Portland cement or hydrated lime that is free of lumps. The type of mineral filler shall be determined by the CONTRACTOR based on laboratory mix designs and will be considered part of the aggregate gradation. F2-8.1.5 Aggregate The mineral aggregate used shall be of the type and grade specified for the particular use of the fiberized micro surfacing. Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. All aggregate shall be free of caked lumps and oversize particles. The aggregate, prior to the addition of emulsion, shall conform to the requirements of this section. If aggregates are blended each component aggregate shall meet the sand equivalency and abrasion resistance and shall be 100% crushed. The percentage composition by weight of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with AASHTO T 27 and AASHTO T 11: F19 Layer 2 Type II Top Sieve Size Percentage Passing 3/8" 100 No. 4 94-100 No.8 65-90 _ No. 16 40-70 No. 30 25-50 No. 200 5-15 Layer 1 Type III Sieve Size Percentage Passing 3/8" 100 No. 4 70-90 No. 8 45-70 No. 16 28-50 No. 30 19-34 No. 200 5-15 The aggregate (excluding mineral filler) shall conform to the following quality requirements If the results of the aggregate grading do not meet the specified gradation, the fiberized micro surfacing represented by the test shall be removed. However, if requested in writing by the CONTRACTOR and approved by the Engineer, the fiberized micro surfacing may remain in place and the CONTRACTOR shall pay to the City $2.00 per ton for the aggregate represented by the tests and left in place. Test Test Method Requirements 65 60 Sand Equivalent (Min.) AASHTO T 176 Durability Index (Min.) AASHTO T 210 Percentage of Crushed Particles (Min.) ASTM D 5821 100% Loss Angeles Rattler Loss at 500 Rev. (Max.)' AASHTO T 96 35% Notes: 1. Los Angeles Rattler shall be performed on the parent aggregate before crushing If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the fiberized micro surfacing represented by the test shall be removed. However, if requested in writing by the CONTRACTOR and approved by the Engineer, the fiberized micro surfacing may remain in place and the CONTRACTOR shall pay to the City $2.00 per ton for the aggregate represented by the tests and left in place. When the results of both the aggregate grading and the Sand Equivalent tests do not conform to the specified requirements, both payments to the City shall apply. The Agency may deduct these amounts from any moneys due or to become due to the CONTRACTOR. No single aggregate grading or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller. F 20 F2-8.2 MIX DESIGN At least 7 working days before the fiberized micro surfacing placement commences, the CONTRACTOR shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project. The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits: Residual Asphalt 5.5% to 10.5% by dry weight aggregate Mineral Filler 0.5% to 3% by dry weight of aggregate Top Lift: 0.05% to 0.30% by dry weig of aggregate Glass Fiber Bottom Lift: 0.15% to 0.40% by d eight of aggregate Additive and s needed Water Adjustments may be required during construction based on field conditions. The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed fiberized micro surfacing mixture shall conform to the specified requirements when tested in conformance with the following tests: The laboratory that performed the tests and designed the mixture shall sign the laboratory report Test ISSA Test Method Requirements Wet Cohesion @ 30 Minute (Set) (Min.) TB* 139 @ 60 Minute (Traffic) (Min.) Excess Asphalt Wet Stripping (Min.) Wet Track Abrasion 6 -day Soak Loss (Max.) Displacement Lateral (Max.) Specific Gravity After 1000 Classification Compatibility Mix Time @ 77°F (25°C) ITB* = Technical Bulletin TB* 109 TB* 114 TB* 100 TB* 147A TB* 144 TB* 113 F21 12 kg -cm 20 kg -cm 540 g/m2 90% 810g/m2 5% 2.10 (AAA, BAA) 11 Grade Points I Controllable to 120 Seconds and shall be AMRL certified and/or participate in the AASHTO Proficiency Program. The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, fiber, filler (minimum and maximum), water (minimum and maximum), set control additive, and PMCQS-1 h solids content (minimum and maximum) based on the dry weight of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months. The component materials used in the mix design shall be representative of the fiberized micro surfacing materials proposed by the CONTRACTOR for use on the project. Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer. The completed mixture, after addition of water and set control agent, if used, shall be such that the fiberized micro surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in Section F2-2 of these special provisions, the fiberized micro surfacing mixture shall be sufficiently cured to support unrestricted traffic. F2-8.3 PROPORTIONING Aggregate, mineral filler, PMCQS-1 h, fiber, water, and additives, including the set -control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend. The aggregate shall be proportioned using a belt feeder operated with an adjustable cut off gate. The height of the gate opening shall be determinable. The PMCQS-1 h shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump's calibrated condition in conformance with the ISSA Inspector's Manual MA -1 prior to usage. The delivery rate of aggregate and PMCQS-1 h per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer -spreader truck used on the project in conformance with ISSA Inspector's Manual MA -1 and in conformance with the provisions of these special provisions. The aggregate belt feeder shall deliver aggregate to the pug -mill with such volumetric consistency that the deviation for any individual aggregate delivery rate check -run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver PMCQS-1 h to the pug -mill with such volumetric consistency that the deviation for any individual delivery rate check -run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pug -mill with such volumetric consistency that the deviation for any individual delivery rate F 22 check -run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The PMCQS-1 h storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the PMCQS-1 h level is lowered to a point where the pump suction line is exposed. A temperature -indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the PMCQS-1 h and shall be accurate to within 10°F. The fiber shall be added at a rate of 0.05 to 0.40% by weight of dry aggregate. The mixer - spreader trucks shall be equipped with a fiber chopper, fiber storage and control systems for injecting fibers into the micro surfacing mix. It shall be capable of providing up to 7 lbs./min. of fiber injection. The chopper shall cut from 3 to 4 bobbins of fiber into 3/8 +/- 1/8 inch long pieces and feed them into the aggregate as it enters the inlet hopper. The system shall turn on and off with the main start of the mixer -spreader truck. The system shall be powered by the main hydraulic system of the mixer -spreader truck. The mixer -spreader truck shall be capable of providing 3-5 cu.ft./min. of air from the truck air compressor for nozzle cooling and chopper flushing. The mixer -spreader truck shall include an enclosure/mounting and feed system for up to 4 bobbins of fiber roving. The belt delivering the aggregate to the pug -mill shall be equipped with a device to monitor the depth of aggregate being delivered to the pug -mill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation. F2-8.4 MIXING AND SPREADING EQUIPMENT The fiberized micro surfacing shall be mixed in continuous pug -mill mixers of adequate size and power for the type of fiberized micro surfacing to be placed. All indicators shall be in conformance with the provisions of these special provisions and shall be in working order prior to commencing mixing and spreading operations. Mixer -spreader trucks shall be equipped to proportion the PMCQS-1h, water, aggregate, mineral filler, and set -control additives by volume. Rotating and reciprocating equipment on mixer -spreader trucks shall be covered with metal guards. The mixer -spreader truck shall not be operated unless low -flow and no -flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators required by these special provisions shall be visible while walking alongside the mixer -spreader truck. F 23 Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one-tenth of a revolution. In addition to the requirements of the fourth paragraph of Section 5 1.10, "Equipment and Plants," of the Standard Specifications, the identifying number of mixer -spreader trucks shall be at least three inches in height, located on the front and rear of the vehicle. The fiberized micro surfacing mixture shall be spread by means of a spreader box conforming to the requirements in the "Spreader Box" section of these specifications. F2-8.4.1 Spreader Box For Type II fiberized micro surfacing the spreader box shall be capable of spreading a lane width and equipped with a material such as flexible rubber belting on each side and in contact with the pavement. If the spread width is wider than 7.5 feet, a spreader box shall be equipped with a means, such as baffles or reversible motor -driven augers, to uniformly apply micro surfacing on superelevated sections and shoulder slopes. The spreader box shall be equipped with rear flexible strike -off blades making close contact with the pavement and adjustable to various crown shapes in order to apply a uniform micro surfacing. The spreader box shall be equipped with flexible drags attached to the rear and cleaned daily and changed if longitudinal scouring occurs. The spreader box shall be clean and free of excess micro surfacing and/or PMCQS-1 h at the start of each work shift. For Type III fiberized micro surfacing the spreader box shall be capable of placing the a minimum of 12 feet wide and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent the loss of fiberized micro surfacing from the box. Spreader boxes over eight feet in application width shall have baffles and be double shafted reversible motor driven augers. Spreader box skids shall be maintained in such manner as to prevent chatter (wash boarding) in the finished mat. The spreader box in use shall be clean and free of fiberized micro surfacing and PMCQS-1 h at the start of each work shift. For Type III fiberized micro surfacing the spreader box shall have a series of strike -off devices at the rear of the box. The leading strike -off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike -off devices shall be determined by the CONTRACTOR. The first strike -off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform fiberized micro surfacing finished surface. The final strike -off device shall be fabricated of flexible material and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the fiberized micro surfacing. The final strike -off device shall be cleaned or changed daily if problems with longitudinal scouring occur. 172-8.4.2 Wheel Path Depression (Rut) Box The wheel path depression (rut) box shall be designed to have adjustable strike -off devices to regulate the depth and shall have a width of between five feet and six feet. Hydraulic augers, or similar devices, shall be installed and shall be capable of moving the mixed material from the rear to the front of the filling chamber. These devices shall also be capable of guiding the larger F 24 aggregate into the center, deeper section of the wheel path depression, and forcing the finer material toward the outer edges of the spreader box. The fiberized micro surfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer. F2-8.5 PREPARATION FOR FIBERIZED MICRO SURFACING Before placing the fiberized micro surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, and other extraneous material. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement. A tack coat of asphaltic emulsion shall be applied to all Portland cement concrete surfaces when there is a contract item for the work or when the work is required in these special provisions. The asphaltic emulsion for tack coat shall be grade SS -1, SS -1 h, CSS -1 or CSS -1 h and shall conform to the provisions in Section 94, "Asphaltic Emulsions," of the Standard Specifications. The asphaltic emulsion shall be mixed in the proportion of one part of emulsion (which contains up to 43 percent water) to 3 parts water. The mixture shall be applied at the approximate rate of 0.04 — 0.08 gal/yd2. When asphaltic emulsion is used as a tack coat, fiberized micro surfacing shall not be placed until the asphaltic emulsion has cured. F2-8.6 PLACING The fiberized micro surfacing mixture shall be uniformly spread on the existing surface within the rate specified without spotting, rehandling or otherwise shifting of the mixture. The fiberized micro surfacing mixture shall only be placed when both pavement and air temperatures are at least 50°F and rising. Do not place fiberized micro surfacing if either the pavement or air temperature is below 50°F and falling or during unsuitable weather. The expected high temperature must be at least 65°F within 24 hours after placement. Fiberized micro surfacing shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours. When wheel path depressions have a cross section that is deformed 1/2 inch or more, the individual wheel paths shall first be filled with fiberized micro surfacing utilizing a wheel path depression (rut) box in conformance with the provisions of the special provisions. The depth of the wheel path depression shall be determined after the adjacent ridges have been removed, when applicable. The maximum single application for wheel path depressions shall be one inch. Wheel path depressions of depths greater than one inch shall require multiple applications in each depression. Wheel path depression repair shall be constructed with a slight crown to allow for initial compaction by traffic on the fiberized micro surfacing. Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of fiberized micro surfacing material are placed for rut filling purposes or as surface courses. F 25 Fiberized micro surfacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard: Fiberized Micro Surfacing Type Location Type II Full Traffic Width Type III Full Traffic Width Spread Rate (Ibs. agg./sq.yd.) 14-16 30-32 Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product. Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traffic lanes shall be (butt joints) with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the fiberized micro surfacing. Other suitable methods to avoid double placement of the fiberized micro surfacing will be allowed. Hand tools shall be available to remove spillage. The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the PMCQS-1 h and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities. Adequate means shall be provided to protect the fiberized micro surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the fiberized micro surfacing will not adhere to or be picked up by the tires of vehicles. When placing multiple layers of fiberized micro surfacing (excluding wheel path depressions) the second layer shall not be placed until the following day or later. After the initial break of the fiberized micro surfacing and within a minimum of 2 hours after placement the fiberized micro surfacing shall be rolled with a pneumatic tire roller meeting the following requirements: 1. 9.3 tons minimum weight 2. The roller shall be equipped with 7 total wheels, 4 in the rear and 3 in the front of the roller. The roller shall make a minimum of three passes on the surface. Placement of the fiberized micro surfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in Section F2-2 of these special provisions, unless the CONTRACTOR proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours. F 26 F2-8.7 TEST STRIP The CONTRACTOR shall construct a test strip for evaluation by the Engineer. The test strip shall be 300 feet to 500 feet long and shall consist of the application courses specified. The test strip shall be constructed at the same time of day or night that the full production of fiberized micro surfacing will be placed and may be constructed in 2 days or nights when multiple course applications are specified. The Engineer will evaluate the completed test strip after 12 hours of traffic on the completed test strip to determine if the mix design and placement procedure are acceptable. If the mix design or the placement procedure is determined by the Engineer to be unacceptable, the test strip will be rejected, the CONTRACTOR shall make modifications, and a new test strip shall be constructed and evaluated by the Engineer. The cost of materials and placement of the test strips, which have been rejected, shall be borne by the CONTRACTOR and will not be considered as part of the contract work. If ordered by the Engineer, rejected test strips shall be removed at the CONTRACTORs expense. If approve by the Engineer, the CONTRACTOR may continue with production work after placement of the test strip at his own risk. If the test strip is rejected, all production work shall be stopped and evaluated by the Engineer. The production work will be evaluated in the same manner as the placement of the test strip and shall conform to the same requirements for the test strip material. F2-8.8 REPAIR OF EARLY DISTRESS If bleeding, raveling, delamination, rutting, or wash boarding occurs within 60 days after placing the fiberized micro surfacing, the CONTRACTOR shall diligently pursue repairs by any method approved by the Engineer. The CONTRACTOR shall not be relieved from maintenance until repairs have been completed. F2-8.9 MEASUREMENT The contract price paid for fiberized DOUBLE MICROSURFACE will be measured by the TON. The quantity of fiberized slurry to be for paid for will be the combined weight of the aggregate (including mineral filler) and PMCQS-1 h slurry emulsion used in the fiberized slurry mixture. The weight of added water and set -control additives used in the fiberized slurry mixture will not be included in the weight of the fiberized slurry to be paid for. The weight of aggregate (including mineral filler) and PMCQS-1 h slurry emulsion will be determined by the ton as provided in CalTrans Section 9-1.02, "Measurement," of the Standard Specifications except that no deduction will be made for water in the aggregate and PMCQS-1 h Slurry Emulsion. F2-8.10 PAYMENT The CONTRACTOR shall submit to the Engineer an itemized invoice listing the quantity of each contract pay item. The invoice shall include: Aggregate: A chronological list of all delivery tickets by gradation type and stockpile, listing delivery date, ticket number and tonnage. A list of current stockpiles and the amounts left from the weight tickets listed and the waste amount in each stockpile. A copy of all delivery tickets will be turned into the engineer. F 27 Asphalt Emulsion: A chronological list of all delivery tickets, listing delivery date, ticket number and amount. Also list amount of emulsion currently at stockpile, from delivery tickets used. A copy of all delivery tickets will be turned into the engineer. Aggreqate and Emulsion Delivery Tickets The Engineer shall be notified 24 hours in advance of scheduled delivery of aggregate and emulsion. The CONTRACTOR shall provide delivery tickets to the Engineer on the same day as delivery. A certificate of compliance for the emulsion shall accompany each delivery of emulsion. Excess aggregate or emulsion returned to the source or to other projects shall be scaled at a commercial scale within 25 miles of project on the same day as the material is removed from the jobsite. The scale tickets shall be provided to the Engineer at the end of the day that the return material was removed from the site. The contract price paid for fiberized micro surfacing shall be by the ton and include full compensation for furnishing all labor, materials including fiber, tools, equipment, and incidentals, and for doing all the work involved in placing fiberized micro surfacing, complete in place, including testing for and furnishing mix design, cleaning the surface, furnishing added water and set -control additives, and protecting the fiberized micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. No payment will be made for quantities of aggregate and/or asphaltic emulsion which exceed 105% of the calculated quantity required to cover the application area shown on the plans in compliance with the approved mix design. F2-9 ASPHALT TACK COAT F2-9.1 SCOPE Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to furnish and apply, complete in place tack coat in conjunction the asphalt concrete overlay and other asphalt paving work. All such work shall conform to the applicable provisions of the Standard Specifications, and these Special Provisions. F2-9.2 MATERIALS The tack coat shall be an emulsified asphalt grade HPS (Non -tracking) tack coat or approved equivalent. A certificate of compliance shall be submitted prior to construction. F2-9.3 CONSTRUCTION The tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the asphalt concrete overlay as permitted by the Engineer / Inspector. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete overlay additional tack coat shall be applied, as directed by the Engineer to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work. F 28 Tack coat shall be applied to all vertical edges after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. The tack coat application shall not extend above the level of the finished surface by more than 1 inch. Gutter pans and curb faces not to be tack coated shall be protected by shields or other methods. Any overspray beyond the 1 inch shall be removed by means approved by the Engineer. Existing concrete curb faces and driveways shall be protected against disfigurement from the asphalt. Residue of the material shall be removed from curb faces and driveways by sandblasting to the extent required by the Engineer. The tack coat shall be applied as specified in Subsection 302-5.4 of the Standard Specifications and these Special Provisions. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40° Fahrenheit in the shade. The CONTRACTOR shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or thermoplastic legends and crossbars within the project limits and along truck haul routes used by the CONTRACTOR or his SUBCONTRACTORS. All haul routes for the work shall be designated. The haul routes shall be inspected by the City and CONTRACTOR prior to initiating work to photographically establish the existing conditions. Within 10 calendar days of completion of final paving, the City and CONTRACTOR shall re- inspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within 10 calendar days after the City delivers a written copy of the locations of required cleaning. Failure to meet this schedule, whether to reinspect or to perform cleaning, shall subject the CONTRACTOR to a liquidated damage of $100 per calendar day per location. F2-9.4 MEASUREMENT AND PAYMENT No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features shall be considered included in the price bid for "Digouts/Base Repairs" and no additional compensation will be allowed therefor. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. F2-10 ASPHALT CONCRETE (AC) F2-10.1 SCOPE Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to construct asphalt concrete at digouts/base repair areas. All such work shall conform to the dimensions of the plans, the applicable provisions of the Standard Specifications, and these Special Provisions. F2-10.2 MATERIALS Material used shall be asphalt concrete as specified in Subsection 203-6 of the Standard Specifications. The class of combined aggregate grading shall be Class B, C2 or D2 as shown on the typical sections. The grade of asphalt for these mixes shall be PG 64-10. Ndesign for Gyration compaction shall be 75 for residential, 75 for collector streets, and 85 for arterial F 29 streets. Air void content for mix design shall be 4%. The mix properties indicated in Table 203-6.4.3(A) shall be modified as follows: F2-10.2.1 Layout For paving related to digouts/base repairs, which incorporates new quarterpoints or gradebreaks due to keycuts or other conditions, the CONTRACTOR shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. The profile adjustments shall be within twelve inches of the actual quarterpoint or gradebreak. The CONTRACTOR shall take sufficient measurements during laydown to assure that the full design asphalt concrete layer depth is provided at each quarterpoint, gradebreak, or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new asphalt concrete from the road edge to the centerline or nearest inside lane line and repaving. The minimum length of the milled and corrected area shall be fifty feet. F2-10.2.2 Rolling and Compaction The finished repair shall be tight, level, and shall match the grade and profile of the existing grade prior to application of final surface treatment. In addition to the requirements of Subsection 39-5.02 of the State of California Department of Transportation Standard Specifications, the number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of the asphalt concrete mixture drops below 240 degrees Fahrenheit. Breakdown rolling shall commence when the asphalt concrete is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line. From the second paragraph of Section 302-5.6.2 "Density and Smoothness" to the end shall be deleted and replaced by the following: The in place density shall be between 91.0% and 97.0% of the maximum theoretical unit weight as determined by nuclear gauge. The Engineer will randomly determine and mark test locations at the rate of one test per 250 tons or portion thereof. No fewer than 3 gauge readings shall be taken for a day's production. The CONTRACTOR shall have hand -compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand -compaction shall be performed concurrently with breakdown rolling. If for any reason hand -compaction falls behind breakdown rolling, further placement of asphalt concrete shall be suspended until hand -compaction is caught up. Hand - F 30 Design and Production Air Mix Production Stability Target Air Voids Voids B 37 min. 4.0% 2.5%-5.5% C2 37 min. 4.0% 2.5%-5.5% D2 30 min. 4.0% 2.5%-5.5% F2-10.2.1 Layout For paving related to digouts/base repairs, which incorporates new quarterpoints or gradebreaks due to keycuts or other conditions, the CONTRACTOR shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. The profile adjustments shall be within twelve inches of the actual quarterpoint or gradebreak. The CONTRACTOR shall take sufficient measurements during laydown to assure that the full design asphalt concrete layer depth is provided at each quarterpoint, gradebreak, or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new asphalt concrete from the road edge to the centerline or nearest inside lane line and repaving. The minimum length of the milled and corrected area shall be fifty feet. F2-10.2.2 Rolling and Compaction The finished repair shall be tight, level, and shall match the grade and profile of the existing grade prior to application of final surface treatment. In addition to the requirements of Subsection 39-5.02 of the State of California Department of Transportation Standard Specifications, the number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of the asphalt concrete mixture drops below 240 degrees Fahrenheit. Breakdown rolling shall commence when the asphalt concrete is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line. From the second paragraph of Section 302-5.6.2 "Density and Smoothness" to the end shall be deleted and replaced by the following: The in place density shall be between 91.0% and 97.0% of the maximum theoretical unit weight as determined by nuclear gauge. The Engineer will randomly determine and mark test locations at the rate of one test per 250 tons or portion thereof. No fewer than 3 gauge readings shall be taken for a day's production. The CONTRACTOR shall have hand -compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand -compaction shall be performed concurrently with breakdown rolling. If for any reason hand -compaction falls behind breakdown rolling, further placement of asphalt concrete shall be suspended until hand -compaction is caught up. Hand - F 30 compaction includes vibraplates and hand tampers. Hand torches shall be available for rework of areas which have cooled. After compaction, the surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any course or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of asphalt concrete placement until the areas are satisfactorily addressed, unless otherwise allowed by the Engineer. F2-10.2.3 Sampling The Engineer may sample the asphalt concrete from the truck bed, windrow, hopper for the spreading machine, or the mat at various intervals. The CONTRACTOR shall facilitate the sampling process. F2-10.3 MEASUREMENT AND PAYMENT No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Concrete." Full compensation for such work and features shall be considered included in the price bid for "Digouts/Base Repairs" and no additional compensation will be allowed therefor. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. F2-11 AGGREGATE BASE F2-11.1 SCOPE Aggregate Base shall be placed in areas where unsuitable material has been excavated under concrete repair areas and where called for by the Plans and these Special Provisions. F2-11.2 MATERIALS Aggregate Base shall conform to the W Class 2 Aggregate Base requirements of Section 26 of the Caltrans Standard Specifications or for Fine Crushed Miscellaneous Base per Section 200- 2.4 of the Standard Specifications. F2-11.3 CONSTRUCTION Aggregate base shall be installed in accordance with Section 301-2 "Untreated Base" of the Standard Specifications. F2-11.4 MEASUREMENT AND PAYMENT Payment for Aggregate Base shall be included in the prices bid for other items of work and no additional compensation will be allowed therefor unless noted on Plans and bid proposal as part of this contract. Such payment shall be considered full compensation for furnishing and F31 maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. F2-12 TRAFFIC STRIPING, MARKINGS & SIGNS The work consists of replacing all existing pavement striping and markings, installing signs or making modifications indicated on the plans and in the specifications. F2-12.1 MATERIALS Traffic striping & marking materials shall be per the provisions of Section 210-1 and 214 of the Standard Specifications. F2-12.2 CONSTRUCTION Striping and marking shall be replaced on all affected streets. Methods of application shall conform to Section 310-1 and 310-5.6 of the Standard Specifications. The CONTRACTOR shall be responsible for compiling an existing striping and marking plan including but not limited to stop bars, legends, parking stall stripes, crosswalks and other traffic delineation markings within the project prior to removing, obliterating, covering any existing striping, or starting work on the affected street. This plan must be submitted to the Engineer and approved prior to commencing any striping and marking operations on the affected street. All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement markings shall be performed by the CONTRACTOR. The City will not provide any assistance, information, or materials to the CONTRACTOR. It will be entirely the responsibility of the CONTRACTOR to perform all necessary pre -construction and construction layout work, obtain all necessary measurements and information, and prepare all plans for performing the striping and marking work as specified. All traffic control systems necessary for performing striping and marking, as directed by the Engineer, shall be the responsibility of the CONTRACTOR. The CONTRACTOR shall layout the traffic striping and marking pattern with temporary "cat track" striping after the construction is completed and before the roadway is made available for use by traffic. Finished striping and marking shall not be applied until fourteen (14) days after construction has been completed and shall be applied within five (5) working days after the initial fourteen (14) days. The CONTRACTOR shall be responsible for the maintenance of temporary striping until the completion of final striping and marking operations. Multiple mobilizations of the striping crews and equipment may be required throughout the project. Temporary striping may be different from final striping. Narrower temporary lanes will be allowed. Minimum allowable width will be approved by the City Traffic Engineer. Lane delineators shall be installed as shown on the plans and/or as directed by the Owner. Lane delineators shall be in accordance with CA MUTCD 2014, surface mounted, white, 36 -inch F 32 tall "Channelizers" by Traffic Technologies or approved equivalent. Lane Delineators shall be installed at 2.5 -foot spacing. F2-12.3 MEASUREMENT AND PAYMENT The unit prices for traffic striping and markings as listed in the Bid Schedule shall include full compensation for furnishing all labor, materials, tools, equipment, sketches, striping inventory, tie -downs, layout, and placing of all temporary, including cat tracking or temporary tabs, and final traffic striping; and for doing the work involved in or appurtenant to any locations where damaged striping has occurred with equal to or better, layout, and placing of all traffic striping, thermoplastic, markings and markers as shown on the plans or described in these Special Provisions. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. The quantity for payment for Lane Delineators shall be the actual number of EACH installed. F 33 APPENDIX "A" CONSTRUCTION MATERIALS RECYCLING PLAN (C&DMMP) RECYCLING PLAN 2015-16 Annual Slurry Seal Project Bid No. ENG-15-16-MO109SS Project No. M0109 City of Santa Clarita, California RECYCLING PLAN: Within 7 days of award of Contract, the Contractor shall submit a Construction and Demolition Materials Management Plan (C&DMMP) in accordance with Chapter 15.46, Construction and Demolition Materials Management, of the City of Santa Clarita Municipal Code. This plan shall outline the quantity of inert material (including dirt, rock, brick, sand, and gravel) and construction material that may be recycled or reused and the possible recycling methods. The C&DMMP must be approved by the Environmental Services Division prior to construction. When preparing the C&DMMP, the Contractor must name the hauler or haulers that the Contractor plans on using for the project. The Contractor must use a hauler that currently has a franchise agreement with the City of Santa Clarita. (See attached for a list of franchised haulers) Contractors are urged to contact the Environmental Services Division at (661) 286-4098 if there are any questions prior to the submission of the C&DMMP. If the Contractor selects to self -haul, the Contractor must name the facility where the material is going to be hauled on the C&DMMP. In accordance with Chapter 15.46, Construction and Demolition Materials Management of the City of Santa Clarita Municipal Code, at least fifty percent (50%) of all Construction and Demolition Materials and Inert Wastes from construction, demolition, grading, and renovation projects shall be diverted from landfills. At least 50% of the construction and demolition materials on this project must be recycled. All weight tickets and estimates of materials shall be given to the city's project inspector. All surplus material shall become the property of the Contractor and shall be disposed of at the Contractor's expense. All materials removed from the work area to be disposed off site unless otherwise specified. Contractor shall dispose of all debris in full compliance with all government regulations having jurisdiction. All vegetation, trash, demolished structures and pavement materials shall be removed in clearing and site maintenance operations and shall become the property of the Contractor and shall be disposed of outside the site of the work and at the expense of the Contractor. The Contractor shall keep the project site clean and free from rubbish and debris at all times, as well as any adjacent areas, which are affected by the construction operations. 2015 CONSTRUCTION AND DEMOLITION MATERIALS MANAGEMENT PLAN FORM If you have any questions, please contact the Environmental Services Division at (661) 286-4098 Pro ect Information Contact Information Name: Name: Address: Phone: Permit: Email: Inerts (concrete, sand, dirt, clean 1111, rock, gravel, etc.) Material Recycle? Reuse? What Est. Recycling Method/Franchised Hauler percentage? quantity Lin tons Total utner l,onsirlJVuvn dnO UUMUIMUF1 MiIUMU1s (WU'JU, rrrCrrlr, of rrtlrr, C:l PU1, GUIUMMIY, C914./ Material Recycle? Reuse? What Est. Recycling Method/Franchised Hauler percentage? quantity (in tons) I nnri rloarinn rtohric Icanrl dirt rloan €llf rnrk nrwvaf franc ctiimna. vanataflnn.iatr__i Material Per CA Green Building Est. Recycling Method/Franchised Hauler Total Amount Due: Standards Code, 100% of land quantity clearing debris must be reused (in tons) or recycled for non-residential projects. " 100% 100% 100% Total Pursuant to 2013 California Green Building Standards Code, 100 percent of trees, stumps, rocks, and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. " If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. On June 28, 2005, the City Council passed a Construction and Demolition (C&D) Ordinance (05-09) requiring all demolition projects, new construction projects valued over $500,000 and all tenant improvements valued over $100,000 to recycle a minimum of 50 percent of all inert materials and 50 percent of all other materials. There is a deposit required which is calculated at three percent (3%) of the City's valuation or $25,000 whichever is less. It is the responsibility of the applicant to ensure the recycling requirements are met by working closely with the approved waste hauler(s). Please make sure you keep records from your waste hauler(s) or weight tickets from the C&D recycling center/landfill. These records will be necessary to prove your recycling tonnages and will be required to have your deposit returned at the end of the project. Please note deposits take up to three weeks to be refunded. Signature Zip Cash - Check - CC - LOC Date CITY STAFF USE ONLY ❑ C&DMMP Approved ❑ Deposit Accepted ❑ Plans Stamped ❑ E- Plans Yes/ No Cleared? ❑ Valuation: Deposit: (Acct -102-2013.002) 3°/n Total Amount Due: Pre-constructlon survey: 1) Will materials be sorted on-site or mixed for transportation to a diversion facility? 2) Do you employ any construction methods to reduce the amount of waste generated on the project? Examples: salvage useful materials, advanced framing, etc. ❑ Sorted on-site ❑ Co -mingled or mixed ❑ Yes (describe below) ❑ No Past -construction checklist: *anth items must be completed prior to requesting the deposit refund. 1) Has the project received a final inspection with a City Building & Safety Inspector? 2) Have you collected all weight tickets or diversion reports to submit to the City? Disposing Materials Generated From Your Prosect Temporary Bin and Roll -Off Box As of January 1, 2006, all temporary bin and roll -off box services in the City of Santa Clarita are franchised by the following companies. If you wish to use temporary bin and roll -off box services, you must use one of the franchised haulers below. AN Equipment Rental (661) 259-2155 24933 Railroad Avenue, Santa Clarita Blue Barrel/Waste Management (661) 259-2398 25772 Springbrook Avenue, Santa Clarita Burrtec Waste Industries (661) 222-2249 26000 Springbrook Avenue, Suite 101, Santa Clarita Consolidated Disposal Service (800) 299-4898 12949 Telegraph Road, Santa Fe Springs Recology Los Angeles (800) 633-9933 9189 DeGarmo Avenue,Sun Valley Self -Haul Contractors may self -haul their waste and recyclable materials if they possess a valid California contractor's license for their scope of work. For example, in order for a demolition contractor to self -haul, the demolition contractor shall be licensed with the California State Licensing Board to conduct demolition services. General contractors who subcontract service shall ensure all subcontractors are either using a City franchised hauler or are eligible to self -haul. p,. i City of SANTA CLARITA REFUND FORM `This form /s used for refunds when the payee /s NOT currently set up /n Fin Plus. All field are required. Date submitted: Staff Name: Payee name: Mailing address: City: State: Zip: Phone number: Refund for Reason: Payee Signature" "signature verifies that the person signing /s requesting a refund from the City Staff Signature"" -signature verifies that the person signing assumes responsibility for refund request RETURN FORM TO PURCHASING (JKILLIAN@SANTA-CLARITA.COM) For Purchasing: Entered by: Fin Plus v# assigned:_ Date: RFUND/2015/JK APPENDIX "B" LABOR COMPLIANCE PROGRAM CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM Effective Date of Approval: November 20, 2003 Updated: January 24, 2012 LA # 135134 v2 CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM IMPLEMENTATION PLAN & OPERATIONAL MANUAL Table of Contents Section I. Introduction II Labor Compliance Program III. Implementation Plan IV. Operational Manual • Site Visitation /Interviewing Requirements V. Procedures • Certified Payroll Verification • Labor Compliance Site Monitoring VI. Forms Public Works Contract Award Information (DAS 140) • Training Funds Contributions (CAC 2) • Contractor Fringe Benefit Statement • Certified Payroll Reporting (sample) • DIR Public Works Payroll Reporting Form A-1-131(2-80) • Prevailing Wage Determination (sample) ■ Rules of Engagement • Labor Compliance Site Visitation Interview Form • Site Visitation Log • Pre -Award Letter (sample) • Post -Award Letter (sample • 1st Request for Certified Payrolls Letter (sample) • Missing Documents List • Certified Payroll Worksheet • Certified Payroll Correction Letter (sample) • Report of Action for Prevailing Wage Violations LA # 135134 v2 Section I CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM LA #135134 Q INTRODUCTION The City of Santa Claribi the "Cit institutes this Labor Compliance Pra ram "LCV" for the ur ose of identifying and im lemen t ing its policy relative to the labor compliance provisions of state and federally funded public works contracts. This program is established for those applicable public works that commence construction after November 1, 2003. California Labor Code Section 1770, et seq., requires that contractors on public works projects pay their workers based on the prevailing wage rates which are established and issued by the Department of Industrial Relations, Division of Labor Statistics and Research. California Labor Code Section 1776 requires contractors to keep accurate payroll records of trades workers on all public works projects and to submit copies of certified payroll records upon request. California Labor Code Section 1777.5 requires contractors to employ registered apprentices on public works projects. This LCP" contains the labor compliance standards required by state and federal laws, regulations, and directives, as well as City policies and contract provisions, which include, but are not limited to, the following: 1. All bid invitations and public works contracts shall contain appropriate language concerning the requirements of this chapter. 2. A pre job conference shall be conducted with the contractor and subcontractors to discuss federal and state labor law requirements applicable to the contract. 3. Contractors' payment of applicable general prevailing wage rates. 4. Contractors' employment of properly registered apprentices. 5. Contractors' providing weekly certified payroll records upon request but not less than monthly. 6. Program's monitoring City construction sites for the verification of proper payments of prevailing wage rates and work classification. 7. Program's conducting pre job conferences with contractors/subcontractors. 8. Program's withholding contract payments and imposing penalties for noncompliance. 9. Program's preparation and submittal of annual reports. 10. Program's Notice of Labor Compliance Program Approval shall be included in the Call for Bids, in the contract/purchase order and shall also be posted at the job site. The Labor Compliance Officer ("LCO") is the City's representative for enforcement of the LCP. Questions regarding the California Labor Code, including issues relating to this LCP, should be directed to Harry Corder, the City's Labor Compliance Officer, at (661) 286-4025. Section II CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM LABOR COMPLIANCE PROGRAM CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM TABLE OF CONTENTS Introduction Page I. Public Works Subject to Prevailing Wage Laws......................................1 A. Types of Contracts to Which Prevailing Wage Requirements Apply.................................................................... 1 B. Applicable Dates for Enforcement of the LCP ............................... 1 II. Competitive Bidding on City Public Works Contracts ............................ 2 III. Job Start Meeting........................................................................................ 2 IV. Review of Certified Payroll Records., ... ....... — ......................................... 3 A. Certified Payroll Records Required ................................................ 3 B. Apprentices.....................................................................................5 C. Audit of Certified Payroll Records ................................................. 6 D. Complaints......................................................................................6 E. Review of Certified Payroll Records .............................................. 7 F. Confirmation of Payroll Records .................................................... 7 G. Written Summary of Labor Compliance Activities ........................ 7 V. Reporting of Willful Violations to the Labor Commissioner .................. 8 A. Failure to Comply with Prevailing Wage Requirements ................ 8 B. Falsification of Payroll Records, Misclassification of Work and/or Failure to Accurately Report Hours of Work ...................... 8 C. Failure to Submit Certified Payroll Records ................................... 8 D. Failure to Make Employee Payments ............................................. 8 E. Failure to Pay the Correct Apprentice Rates and/or Misclassification of Workers as Apprentices ................................. 8 F. For the Taking of Kick Backs......................................................... 8 VI. Enforcement Action....................................................................................8 A. Duty of the Awarding Body........................................................... 8 B. Withholding Contract Payments when Payroll Records are Delinquent or Inadequate ............................................ 9 C. Withholding Contract Payments, When After Investigation, It is Established That Underpayment or Other Violation Has Occurred 10 D. Forfeitures Requiring Approval by the Labor Commissioner.......................................................... , .................... 10 E. Determination of Amount of Forfeiture by the Labor Commissioner.................................................................... 11 F. Deposits of Penalties and Forfeitures Withheld ............................ 12 G. Debarment Policy......................................................................... 13 VII. Notice of Withholding and Review Thereof ............................................ 13 A. Notice of Withholding of Contract Payments (NWCP)................ 13 B. Review of NWCP......................................................................... 13 C. Settlement Authority..................................................................... 14 VIII. Priority Distribution of Forfeited Sums .................................................. 15 IX. Outreach Activities................................................................................... 15 A. Providing Information to the Public... - - .... ............................... 15 B. In-service Management training on the Labor Compliance Program .................... •• ....................................16 X. Annual Reports......................................................................................... 16 A. Annual Report on Prevailing Wage Monitoring tothe City Council........................................................................ 16 ATTACHMENTS A. Checklist of Labor Law Requirements for Review at Job Start Meetings........................................................................ 17 B. Audit Record Worksheets............................................................. 19 C. Request for Approval of Forfeitures (suggested format) .............. 23 D-1. Notice of Temporary Withholding of Contract Payments Due to Delinquent of Inadequate Payroll Records ................................... 25 D-2. Notice of Withholding of Contract Payments ............................... 27 E. Notice of Transmittal.................................................................... 30 F. Notice of Opportunity to Review Evidence Pursuant To Labor Code Section 1742(b) ................................................... 31 G. Prevailing Wage Hearing Regulations, 8 CCR Sections 17201 -17270 .....................................................34 H. Suggested Single Project Labor Compliance Review and Enforcement Report Form........................................................... 35 INTRODUCTION The City of Santa Clarita institutes this Labor Compliance Program ("LCP") for the purpose of implementing its policy relative to the labor compliance provisions of state and federally -funded public works contracts and specifically to comply with the provisions of Labor Code Section 1771.5. This LCP contains the labor compliance standards required by state and federal laws, regulations, and directives, as well as City policies and contract provisions. The California Labor Code Section 1770, et seq. requires that contractors on public works projects pay their workers based on the prevailing wage rates which are established and issued by the Department of Industrial Relations, Division of Labor Statistics and Research. In establishing this LCP, the City adheres to the statutory requirements as enunciated in Section 1771.5(b) of the Labor Code. Further, it is the intent of the City to actively enforce this LCP by monitoring City construction sites for the payment of prevailing wage rates, and by requiring contractors and subcontractors having workers on City sites to submit copies of certified payroll records demonstrating their compliance with the payment of prevailing wage rates. The failure of the City to comply with any requirement imposed by the California Code of Regulations shall not of itself constitute a defense to the failure to pay prevailing wages or to comply with any other obligations imposed by Chapter I (commencing with Section 1720), Part 7, Division 2 of the Labor Code. Should applicable sections of the Labor Code or Title 8 of the California Code of Regulations undergo alteration, amendment, or deletion, the City will modify the affected portions of this program accordingly. SECTION I PUBLIC WORKS SUBJECT TO PREVAILING WAGE LAWS State prevailing wage rates apply to all public works contracts as set forth in Labor Code Sections 1720 et seq., and include, but are not limited to, such types of work as construction, alteration, demolition, repair, or maintenance work. The Division of Labor Statistics and Research (DLSR) predetermines the appropriate prevailing wage rates for particular construction trades and crafts by county. A. T es of Contracts to Which Prevailing Wage Requirements Apply Applicable projects under Labor Code Section 1720 et seq. B. ARR[icable Dates for Enforcement of the LCP The applicable dates for enforcement of awarding body Labor Compliance Programs is established by Title 8, Section 16425 of the California Code of Regulations. Contracts are not subject to the jurisdiction of the Labor Compliance Program until after the program has received approval. SECTION II COMPETITIVE BIDDING ON CITY PUBLIC WORKS CONTRACTS The City publicly advertises upcoming public works projects to be awarded according to a competitive bidding process. All City bid advertisements (or bid invitations) and public works contracts shall contain appropriate language concerning the requirements of the Labor Code. SECTION III JOB START MEETING After the City awards the public works contract, and prior to the commencement of the work, a mandatory Job Start meeting (Pre -Job conference) shall be conducted by the LCO with the contractor and those subcontractors listed in its bid documents. At that meeting, the LCO will discuss the federal and state labor law requirements applicable to the contract, including prevailing wage requirements, the respective record keeping responsibilities, the requirement for the submittal of certified payroll records to the City, and the prohibition against discrimination in employment. The LCO will provide the contractor and each subcontractor with a Checklist of Labor Law Requirements (presented as Attachment A to this document) and will discuss in detail the following checklist items: 1. The contractor's duty to pay prevailing wages (Labor Code Section 1770 et seq.); should the project exceed the exemption amounts; 2. The contractor's duty to employ registered apprentices on public works projects under Labor Code Section 1777.5); 3. The penalties for failure to pay prevailing wages (for non-exempt projects) and to employ apprentices, including forfeitures and debarment under Labor Code Sections 1775, 1776, 1777.1,1777.7 and 1813 4. The requirement to keep and submit copies of weekly certified payroll records to the City, as required under Labor Code Section 1776, and penalties for failure to do so (Labor Code Section 1776(g)); The requirement includes and applies to all subcontractors performing work on City projects even if their portion of the work is less than one half of one percent of the total amount of the contract. 5. The prohibition against employment discrimination under Labor Code Sections 1777.6; the Government Code; and Title VII of the Civil Rights Act of 1964, as amended; 6. The prohibition against taking or extracting kickback from employee's wages under Labor Code Section 1778; 7. The prohibition against accepting fees for registering any person for public works under Labor Code Section 1779; or for filing work orders on public works under Labor Code Section 1780; 8. The requirement to list all subcontractors that are performing one-half of one percent of the total amount of the contract (Public Contract Code Section 4100 et seg.); 9. The requirement to be properly licensed and to require all subcontractors to be properly licensed, and the penalty for employing workers while unlicensed under Labor Code Section 1021 and under the California Contractors License Law, found at Business and Professions Code Section 7000, et seq.); 10. The prohibition against unfair competition under Business and Professions Code Sections 17200- 17208); 11. The requirement that the contractor and subcontractor be properly insured for Workers' Compensation under Labor Code Section 1861); 12. The requirement that the contractor abide by the federal and state Occupational Safety and Health laws and regulations that apply to the particular public works project; 13. The federal prohibition against hiring undocumented workers, and the requirements to secure proof of eligibility/citizenship from all workers; and 14. The requirements to provide itemized wage statements to employees under Labor Code Section 226. Certification: I acknowledge that I have been informed and am aware of the foregoing requirements and that I am authorized to make this certification on behalf of (name of subcontractor). Date Name of person signing and company The contractors and subcontractors present at the Job Start meeting will be given the opportunity to ask questions of the LCO relative to the items contained in the Labor Law Requirements Checklist. The checklist will then be signed by the contractor's representative, a representative of each subcontractor, and the LCO. At the Job Start meeting, the LCO will provide the contractor with a copy of the City's LCP package which includes: a copy of the approved LCP, the checklist of Labor Law Requirements, applicable Prevailing Wage Rate Determinations, blank certified payroll record forms, fringe benefit statements, State apprenticeship requirements, and a copy of the Labor Code relating to Public Works and Public Agencies (Part 7, Chapter 1, Sections 1720-1861). It will be the contractor's responsibility to provide copies of the LCP package to all listed subcontractors and to any substituted subcontractors. SECTION IV REVIEW OF CERTIFIED PAYROLL RECORDS A. Certified Payroll Records Required The contractor and each subcontractor shall maintain payrolls and basic records (timecards, canceled checks, cash receipts, trust fund forms, accounting ledgers, tax forms, superintendent and foreman daily logs, etc.) during the course of the work and shall be retained until the later of (1) at least one year after the acceptance of the public work or five years after the cessation of all labor on a public work that has not been accepted, or (2) one year after a final decision or judgment in any litigation under Labor Code Section 1742. Certified Payroll Records on Federally -assisted shall be maintained for a minimum of three years after acceptance of the public work. Such records shall include the name, address, and social security number of each worker, his or her classification, a general description of the work each employee performed each day, the rate of pay (including rates of contributions for, or costs assumed to provide fringe benefits), daily and weekly number of hours worked, and actual wages paid. 1. Submittal of Certified Payroll Records The contractor and each subcontractor shall maintain weekly certified payroll records for submittal to the City of Santa Clarita LCO, as required. The contractor shall be responsible for the submittal of payroll records of all its subcontractors. All certified payroll records shall be accompanied by a statement of compliance signed by the contractor or each subcontractor under penalty or perjury pursuant to Labor Code Section 1771.5(b)(3) indicating that the payroll records are correct and complete, that the wage rates contained therein are not less than those determined by the Director of the Department of Industrial Relations, and that the classifications set forth for each employee conform with the work performed. Time cards, front and back copies of cancelled checks, daily logs, employee sign -in sheets and/or any other records maintained for the purposes of reporting payroll may be requested by the Labor Compliance Officer at any time and shall be provided within 10 days following the receipt of the request. 2. Use of Electronic Reporting Forms a. Certified payroll records required by Labor Code Section 1776 may be maintained and submitted electronically, subject to the following conditions: (1) Reports must contain all of the information required by Labor Code Section 1776; (2) Information must be organized in a manner that is similar or identical to the Department of Industrial Relations "Public Works Payroll Reporting Form" (Form A-1-131); (3) Reports shall be in a format and use software that is readily accessible and available to Contractors, Subcontractors & the District, LCP and the Department of Industrial Relations; (4) Reports must be in the form of a non -modifiable image or record: and (5) Reports must bear an electronic signature or include a copy of an original certification made on paper or printed out and submitted on paper with an original signature. b.No contractor or subcontractor shall be mandated to submit or receive electronic reports when it otherwise lacks the resources or capacity to do so, nor shall any contractor or subcontractor be required to purchase or use proprietary software that is not generally available to the public. 3. Full Accountability Each individual, laborer or craftsperson working on a public works contract must appear on the payroll. The basic concept is that the employer who pays the trades worker must report that individual on its payroll. This includes individuals working as apprentices in an apprenticeable trade. Owner -operators are to be reported by the contractor employing them; rental equipment operators are to be reported by the rental company paying the workers' wages. Sole owners and partners who work on a contract must also submit a certified payroll record listing the days and hours worked, and the trade classification descriptive of the work actually done. The contractor shall make generally available for inspection such records by the Department of Industrial Relations, and shall permit representatives of each to interview tradesworkers during working hours on the project site. 4. Responsibility for Subcontractors The contractor shall be responsible for ensuring adherence to labor standards provisions by its subcontractors. Moreover, the prime contractor is responsible for Labor Code violations of its subcontractors in accordance with Labor Code Section 1775. 5. Payment to Employees Employees must be paid unconditionally, and not less often than once each week, the full amounts, that are due and payable for the period covered by the particular payday. Thus, an employer must establish a fixed workweek (Sunday through Saturday, for example) and an established payday (such as every Friday or the preceding day should such payday fall on a holiday). On each and every payday, each worker must be paid all sums due as of the end of the preceding workweek and must be provided with an itemized wage statement. If an individual is called a subcontractor, whereas, in fact, he/she is merely a journey level mechanic supplying only his/her labor, such an individual would not be deemed a bona fide subcontractor and must be reported on the payroll of the prime contractor as a trades worker. Moreover, any person who does not hold a valid contractor's license cannot be a subcontractor, and anyone hired by that person is the worker or employee of the general contractor for purposes of prevailing wage requirements, certified payroll reporting and workers' compensation laws. The worker's rate for straight time hours must equal or exceed the rate specified in the contract by reference to the "Prevailing Wage Determinations" for the class of work actually performed. Any work performed on Saturday, Sunday, and/or on a holiday, or portion thereof, must be paid the prevailing rate established for those days regardless of the fixed workweek where required by the Labor Code. The hourly rate for hours worked in excess of 8 hours in a day and 40 hours in a workweek shall be premium pay. All work performed on Saturday, Sunday and holidays shall be paid pursuant to the Prevailing Wage determination where required by the Labor Code. B. Annrentices Apprentices shall be permitted to work as such only when they are registered, individually, under a bona fide apprenticeship program registered and approved by the State Division of Apprenticeship Standards. The allowable ratio of apprentices to journeypersons in any craft/classification shall not be greater than the ratio permitted to the contractor as to its entire workforce under the registered program. Any worker listed on a payroll at an apprentice wage rate who is not registered shall be paid the journey level wage rate determined by the Department of Industrial Relations for the classification of the work he/she actually performed. Pre -apprentice trainees, trainees in non-apprenticeable crafts, and others who are not duly registered will not be permitted on public works projects unless they are paid full prevailing wage rates as journeypersons. Compliance with California Labor Code Section 1777.5 requires all public works contractors and subcontractors to: 1. Submit contract award information to the apprenticeship committee for each apprenticeable craft or trade in the area of the Project; 2. Request dispatch of apprentices from the applicable Apprenticeship Program(s) and employ apprentices on public works projects in a ratio to journeypersons which in no case shall be less than one (1) hour of apprentice work to each five (5) hours of journeyperson work; and 3. Contribute to the applicable Apprenticeship Program(s) or the California Apprenticeship Council in the amount identified in the prevailing wage rate publication for journeypersons and apprentices. If payments are not made to an Apprenticeship Program, they shall be made to the California Apprenticeship Council, Post Office Box 420603, San Francisco, CA 94142. 4. Pay properly registered apprentices no less than the prevailing apprentice rate. 6. Pay the regular prevailing wage rate (i) to any worker who is not a duly registered apprentice and (ii) for all hours in excess of the maximum ration permitted under Labor Code Section 1777.5(g), as determined at the conclusion of the employing contractor or subcontractor's work on the public works contract. If the contractor is registered to train apprentices, it shall furnish written evidence of the registration (i.e., Apprenticeship Agreement or Statement of Registration) of its training program and apprentices, as well as the ratios allowed and the wage rates required to be paid thereunder for the area of construction, prior to using any apprentices in the contract work. It should be noted that a prior approval for a separate project does not confirm approval to train on any project. The contractor/subcontractor must check with the applicable Joint Apprenticeship Committee to verify status. The City will inform contractors and subcontractors bidding public works projects about apprenticeship requirements, send copies of awards and notices of discrepancies to the Division of Apprenticeship Standards as required under Section 1773.3 of the Labor Code; and refer complains and promptly report suspected violations of apprenticeship requirements to the Division of Apprenticeship Standards. The Labor Compliance Program shall be responsible for enforcing prevailing wage requirements for apprentices consistent with the practice of the Labor Commissioner. C. Audit of Certified Payroll Records An Audit, as defined in the California Code of Regulations, shall be prepared by the Labor Compliance Program whenever the Labor Compliance Program has determined that there has been a violation of the Public Works Chapter of the Labor Code resulting in the underpayment of wages. An "Audit" for this purpose shall be defined as a written summary reflecting prevailing wage deficiencies for each underpaid workers, and including any penalties to be assessed under Labor Code Section 1775 and 1813, as determined by the Labor Compliance Program after consideration of the best information available as to the actual hours worked, amounts paid, and classifications of workers employed in connection with the public work. Such available information may include, but is not limited to, worker interviews, complaints from workers or other interested persons, all time cards, cancelled checks, cash receipts, trust fund forms, books, documents, schedules, forms, reports, receipts or other evidences which reflect job assignments, work schedules by days and hours, and the disbursement by way of cash, check, or in whatever form or manner, of funds to a person(s) by job classification and/or skill pursuant to a public works project. An Audit is sufficiently detailed when it enables the Labor Commissioner, if requested to determine the amount of forfeiture under section 16437, to draw reasonable conclusions as to compliance with the requirements of the Public Works Chapter of the Labor Code, and to enable accurate computation of underpayments of wages to workers and of applicable penalties and forfeitures. An Audit using the forms in Attachment B, when accompanied by a brief narrative identifying the Bid Advertisement Date of the contract for public work and summarizing the nature of the violation and the basis upon which the determination of underpayment was made, presumptively demonstrates sufficiency. After the Labor Compliance Program has determined that violations of the prevailing wage laws have resulted in the underpayment of wages and an audit has been prepared, notification shall be provided to the contractor and affected subcontractor of an opportunity to resolve the wage deficiency prior to a determination of the amount of forfeiture by the Labor Commissioner pursuant to these Labor Compliance Program regulations. The contractor and affected subcontractor shall be provided at least 10 days following such notification to submit exculpatory information consistent with the "good faith mistake" factors set forth in Labor Code Section 1775(a)(2)(A)(i) and (ii). If, based upon the contractor's submission, the Labor Compliance Program reasonable concludes that the failure to pay the correct wages was a good faith mistake, and has no knowledge that the contractor and affected subcontractor have a prior record of failing to meet their prevailing wage obligations, the Labor Compliance Program shall not be required to request the Labor Commissioner for a determination of the amount of penalties to be assessed under Labor Code Section 1775 if the underpayment of wages to workers is promptly corrected and proof of such payment is submitted to the Labor Compliance Program. D. Complain_t_s Upon receipt of a written complaint alleging that a contractor or subcontractor has failed to pay prevailing wages as required by the Labor Code, the LCP shall do all of the following: 1. Within 15 days after receipt of the complaint, send a written acknowledgment to the complaining party that the complaint has been received and identifying the name, address, and telephone number of the investigator assigned to the complaint; 2. Within 15 days after receipt of the complaint, provide the affected contractor with the notice required under Labor Code section 1775(c) if the complaint is against a subcontractor; 3 Notify the complaining party in writing of the resolution of the complaint within ten days after the complaint has been resolved by the LCP; 4. Notify the complaining party in writing at least once every 30 days of the status of a complaint that has not been resolved by the LCP; and 5. Notify the complaining party in writing at least once every 90 days of the status of a complaint that has been resolved by the LCP but remains under review or in litigation before another entity. E. Review of Certified Pgyroll Records Payroll records furnished by contractors and subcontractors in accordance with section 16421(a)(3) of the California Code of Regulations, and in a format prescribed at section 16401 of Title 8 of the California Code of Regulations, shall be reviewed by the Labor Compliance Program as promptly as practicable after receipt thereof, but in no event more than 30 days after such receipt. "Review" for this purposed shall be defined as inspection of the records furnished to determine if (1) all appropriate data elements identified in Labor Code Section 1776(a) have been reported; (2) certification forms have been completed and signed in compliance with Labor Code Section 1776(b); and (3) the correct prevailing wage rates have been reported as paid for each classification of labor listed thereon, with confirmation of payment in the manner and to the extent described in subpart (f) below. F. Confirmation of Payroll Records "Confirmation" of payroll records furnished by contractors and subcontractors shall be defined as an independent corroboration of reported prevailing wage payments. Confirmation may be accomplished through worker interviews, examination of paychecks or paycheck stubs, direct confirmation of payments from third party recipients of "Employer Payments" (as defined at section 16000 of Title 8 of the California Code of Regulations, or any other reasonable method of corroboration. For each month in which a contractor or subcontractor reports having workers employed on the public work, confirmation of furnished payroll records shall be undertaken randomly for at least one worker for at least one weekly period within that month. Confirmation shall also be undertaken whenever complaints from workers or other interested persons or other circumstances or information reasonably suggest to the Labor Compliance Program that payroll records furnished by a contractor or subcontractor are inaccurate. G. Written Summary of Labor Compliance Activities For each public work project subject to a Labor Compliance Program's enforcement of prevailing wage requirements, a separate, written summary of labor compliance activities and relevant facts pertaining to that particular project shall be maintained. This summary shall demonstrate that reasonable and sufficient efforts have been made to enforce prevailing wage requirements consistent with the practice of the Labor Commissioner. Attachment H "Suggested Single Project Labor Compliance Review and Enforcement Report Form" is the suggested format. SECTION V REPORTING OF WILLFUL VIOLATIONS TO THE LABOR COMMISSIONER If an investigation reveals that a willful violation of the Labor Code has occurred, the LCO will make a written report to the Labor Commissioner which shall include: (1) an audit consisting of a comparison of payroll records to the best available information as to the actual hours worked, (2) the classification of workers employed on the public works contract. Six (6) types of willful violations are reported: A. Failure to Comply with Prevailing Wage Rate Requirements Failure to comply with prevailing wage rate requirements (as set forth in the Labor Code and City contracts) is determined a willful violation whenever less than the stipulated basic hourly rate is paid to tradesworkers, or if overtime, holiday rates, fringe benefits, and/or employer payments are paid at a rate less than stipulated. B. Falsification of Payroll Records Misclassification of Work and/or Failure to Accurately Report Hours of Work Falsification of payroll records and failure to accurately report hours of work is characterized by deliberate underreporting of hours of work; underreporting the headcount; stating that the proper prevailing wage rate was paid when, in fact, it was not; clearly misclassifying the work performed by the worker; and any other deliberate and/or willful act which results in the falsification or inaccurate reporting of payroll records. C. Failure to Submit Certified Pa roll Records The contractors and subcontractors shall have ten (10) days upon notification by the LCO in which to comply with the requirement of submittal of weekly and/or to correct inaccuracies or omissions that have been detected. D. For Failure to Pay Fringe Benefits Fringe benefits are defined as the amounts stipulated for employer payments or trust fund contributions and are determined to be part of the required prevailing wage rate. Failure to pay or provide fringe benefits and/or make trust fund contributions on a timely basis is equivalent to payment of less than the stipulated wage rate and shall be reported to the Labor Commissioner as a willful violation, upon completion of an investigation and audit. E. Failure to Pgy the Correct Apprentice Rates and/or Misclassification of Workers as Apprentices Failure to pay the correct apprentice rate or classifying a worker as an apprentice when not properly registered is equivalent to payment of less than the stipulated wage rate and shall be reported to the Labor Commissioner, as a willful violation, upon completion of an investigation and audit. F. For the taking of Kickbacks Accepting or extracting kickbacks from employee wages under Labor Code Section 1778 constitutes a felony and may be prosecuted by the appropriate enforcement agency. SECTION VI ENFORCEMENT ACTION A. Duty of the Awarding >3ody The City of Santa Clarita, as the awarding body having an approved LCP, has a duty to the Director of the Department of Industrial Relations to enforce Labor Code Section 1720 et seq. and the procedural regulations of the Department of Industrial Relations in a manner consistent with the practice of the Labor Commissioner and DLSE and regulations found at Title 8, California Code Regulations, Section 16000 et seq. B. Withholding Contract Payments When Pa roll Records are Delin uent or Inadequate 1. "Withhold" means to cease payments by the awarding body, its agents or others who pay on its behalf to the contractor. Where the violation is by a subcontractor, the contractor shall be notified of the nature of the violation and reference made to its rights under Labor Code Section 1729. 2. "Contracts" except as otherwise provided by agreement, means only contracts under a single master contract, or contracts entered into as stages of a single project which may be the subject of withholding; 3. "Delinquent payroll records" means those not submitted on the basis set forth in the City Contract; 4. "Inadequate payroll records" are any one of the following: a. A record lacking the information required by Labor Code Section 1776; b. A record which contains all of the required information but is not certified, or is certified by someone not an agent of the contractor or subcontractor; c. A record remaining uncorrected for one payroll period, after the awarding body has given the contractor notice of inaccuracies detected by audit or record review. However, prompt correction will stop any duty to withhold if such inaccuracies do not amount to 1 percent of the entire certified weekly payroll in dollar value and do not affect more than half the persons listed as workers employed on that certified weekly payroll, as defined in Labor Code Section 1776 and Title 8 CCR Section 16401. Prompt correction will stop any duty to withhold if such inaccuracies are de minimus. The withholding of contract payments when payroll records are delinquent or inadequate is required by Labor Code Section 1771.5(b)(5), and it does not require the prior approval of the Labor Commissioner. The LCP shall only withhold those payments due or estimated to be due to the contractor or subcontractor whose payroll records are delinquent or inadequate, plus any additional amount that the Labor Compliance Program has reasonable cause to believe may be needed to cover a back wage and penalty assessment against the contractor or subcontractor whose payroll records are delinquent or inadequate; provided that a contractor shall be required in turn to cease all payments to a subcontractor whose payroll records are delinquent or inadequate until the Labor Compliance Program provides notice that the subcontractor has cured the delinquency or deficiency. When contract payments are held under this section, the Labor Compliance Program shall provide the contractor and subcontractor, if applicable, with immediate written notice that includes all of the following: (1) a statement that payments are being withheld due to delinquent or inadequate payroll records, and that identifies what records are missing or states why records that have been submitted are deemed inadequate; (2) specifies the amount being withheld; and (3) informs the contractor or subcontractor of the right to request an expedited hearing to review the withholding of contract payments under Labor Code Section 1742, limited to the issue of whether the records are delinquent or inadequate or the Labor Compliance Program has exceeded its authority under this section. No contract payments shall be withheld solely on the basis of delinquent or inadequate payroll records after the required records have been produced. In addition to withholding contract payments based on delinquent or inadequate payroll records, penalties shall be assessed under Labor Code Section 1776(g) for failure to timely comply with a written request for certified payroll records. The assessment of penalties under Labor Code Section 1776(g) does require the prior approval of the Labor Commissioner under section 16436 of these regulations. C. Withholding Contract Payments When After Investigation, It Is Established That Underpayment or Other Violation Has Occurred 1. "Withhold and "contracts" have the same meaning set forth in sections 16435(a) and 16435(b) of the California Code of Regulations. 2. Where the violation is by a subcontractor, the general contractor shall be notified of the nature of the violation and reference made to its right Under Labor Code Section 1720. 3. "Amount equal to the underpayment" is the total of the following determined by payroll review, audit, or admission of contractor or subcontractor: a. The difference between the amounts paid to workers and the correct General Prevailing Wage Rate of Per Diem Wages as defined in Labor Code Section 1773, and determined to be the prevailing rate due workers in such craft, classification or trade in which they were employed and the amounts paid; b. The difference between the amounts paid on behalf of workers and the correct amounts of Employer Payments, as defined in Labor Code Section 1773.1 and determined to be part of the prevailing rate costs of contractors due for employment of workers in such craft, classification, or trade in which they were employed and the amounts paid; c. Estimated amounts of "illegal taking of wages"; and d. Amounts of apprenticeship training contributions paid to neither the program sponsor's training trust nor the California Apprenticeship Council; e. Estimated penalties under Labor Code Sections 1775, 1776 and 1813. 4. The withholding of contract payments, when after investigation, it is established that underpayment or other violations have occurred requires the prior approval of the Labor Commissioner under sections 16436 and 16437 of the California Code of Regulations. 10 2. Provisions relating to the penalties under Labor Code Sections 1775, and 1813: a. Pursuant to Labor Code Section 1775, the contractor shall, as a penalty to the City, forfeit up to two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing wages. b. Pursuant to Labor Code Section 1813, the contractor shall, as a penalty to the City on whose behalf the contract is awarded, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week without payment of 1 '/Z times the rate of pay. D. Forfeitures ReQuiring AppLoval by the Labor Commissioner 1. For purposes of this section,"Forfeitures" means the amounts of wages, penalties, and forfeitures assessed by the Labor Compliance Program and proposed to be withheld pursuant to Labor Code Section 1771.6(a), and includes the following: (1) the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate by the contractor or subcontractor; and (2) penalties assessed under Labor Code Sections 1775, 1776 and 1813. 2. If the aggregate amount of forfeitures assessed as to a contractor or subcontractor is less than $1,000.00, the forfeitures shall be deemed approved by the Labor Commissioner upon service and the Labor Commissioner's receipt of copies of the following: (1) The Notice of Withholding of Contract Payments authorized by Labor Code Section 1771.6(a); (2) an Audit as defined in section 16432(e) of the California Code of Regulations; and (3) a brief narrative identifying the Bid Advertisement Date of the contract for public work and summarizing the nature of the violation, the basis of the underpayment, and the factors considered in determining the assessment of penalties, if any, under Labor Code Section 1775. 3. For all other forfeitures, approval by the Labor Commissioner shall be requested and obtained in accordance with Section 16437 of the California Code of Regulations (subsection E) E. Determination of Amount of Forfeiture by the Labor Commissioner 1. Where the LCO requests a determination of the amount of forfeiture, the request shall include a file or report to the Labor Commissioner which contains at least the information specified in subparts (1) through (9) below: a. Whether the public work has been accepted by the awarding body and whether a valid notice of completion has been filed, the dates if any of those events occurred, and the amount of funds being held in retention by the Awarding Body; b. Any other deadline which, if missed, would impede collection; c. Evidence of violation, in narrative form; d. Evidence of violation obtained under section 16432 of the California Code of Regulations and a copy of the Audit prepared in accordance with section 16432(e) of the California Code of Regulations setting forth the amounts of unpaid wages and applicable penalties; e. Evidence that before the forfeiture was sent to the Labor Commissioner (A) the contractor and subcontractor were given the opportunity to explain why there was no violation; or that 11 any violation was caused by good faith mistake and promptly corrected when brought to the contractor or subcontractor's attention, and (B), the contractor and subcontractor either did not do so or failed to convince the Labor Compliance Program of its position; f. Where the City seeks not only amounts of wages but also a penalty as part of the forfeiture, and the contractor has unsuccessfully contended that the cause of violation was a good faith mistake that was promptly corrected when brought to the contractor or subcontractor's attention, a short statement should accompany the proposal for a forfeiture, with a recommended penalty amount, pursuant to Labor Code Section 1775(a); g. Where the City seeks only wages or a penalty less than $200 per calendar day as part of the forfeiture because the contractor or subcontractor has successfully contended that the cause of violation was a good faith mistake that was promptly corrected when brought to the contractor or subcontractor's attention, the file should include the evidence as to the contractor or subcontractor's knowledge of its obligation, including the Program's communication to the contractor or subcontractor of the obligation in the bid invitations, at the pre job conference agenda and records, and any other notice given as part of the contracting process. Included with the file should be a statement similar to that described in subsection (f) above and recommended penalty amounts, pursuant to Labor Code Section 1775(a); h. The previous record of the contractor and subcontractor in meeting their prevailing wage obligations; and i. Whether the Labor Compliance Program has been granted approval on only an interim or temporary basis under section 16425 and 16426 of the California Code of Regulations or whether it has been granted extended approval. 2. The file or report shall be served on the Labor Commissioner as soon as practicable after the violation has been discovered, and not less than 30 days before the final payment, but in no event not less than 30 days before the expiration of the limitations period set forth in Labor Code Section 1741. 3. A copy of the recommended forfeiture and the file of report shall be served on the contractor and subcontractor at the same time as it is sent to the Labor Commissioner. The Labor Compliance Program may exclude from the documents served on the contractor and subcontractor copies of documents secured from the contractor or subcontractor during an audit, investigation, or meeting if those are clearly referenced in the file of report. The City may exclude from the documents served on the contractor/subcontractor or surety copies of documents secured from these parties during an audit, investigation, or meeting if those documents are clearly referenced in the file or report. 4. The Labor Commissioner shall affirm, reject, or modify the forfeiture in whole or in part as to the wages and penalties due. The determination of the forfeiture by the Labor Commissioner is effective on the following date: For all Programs other than those having extended authority under section 16427 of the California Code of Regulations, on the date Labor Commissioner serves by first class mail on the City of Santa Clarita , on the contractor and on the subcontractor, if any an endorsed copy of the proposed forfeiture, or a newly drafted forfeiture statement which sets out the amount of forfeiture approved. Service on the contractor is effective if made on the last address supplied by the contractor or subcontractor in the record. The Labor Commissioner's approval, modification 12 or disapproval of the proposed forfeiture shall be served within 30 days of receipt of the proposed forfeiture. F. Deposits of Penalties and Forfeitures Withheld 1. Where the involvement of the Labor Commissioner has been limited to a determination of the actual amount of penalty, forfeiture, or underpayment of wages, and the matter has been resolved without litigation by or against the Labor Commissioner, the City shall deposit penalties and forfeitures into its General Fund. 2. Where collection of fines, penalties, or forfeitures results from court action to which the Labor Commissioner and the City of Santa Clarita are both parties, the fines, penalties, or forfeitures shall be divided between the General Funds of the State and the City of Santa Clarita, as the court may decide. 3. All amounts recovered by suit brought by the Labor Commissioner, and to which the City of Santa Clarita is not a party, shall be deposited in the General Fund of the State of California. 4. All wages and benefits which belong to a worker and are withheld or collected from a contractor or subcontractor, either by withholding or as a result of court action pursuant to Labor Code Section 1775, and which have not been paid to the worker or irrevocably committed on the worker's behalf to a benefits fund, shall be deposited with the Labor Commissioner, who will deal with such wages and benefits in accordance with Labor Code Section 96.7. G. Debarment Poli It is the policy of the City that the public works prevailing wage requirements set forth in the California Labor Code, Section 1720-1861, be strictly enforced. In furtherance thereof, construction contractors and subcontractors found to be repeat violators of the California Labor Code shall be referred to the Labor Commissioner for debarment from bidding on or otherwise being awarded any public work contract, within the state of California, for the performance of construction and/or maintenance services for the period not to exceed three (3) years in duration. The duration of the debarment period shall depend upon the nature and severity of the labor code violations and any mitigating and/or aggravating factors, which may be presented at the hearing conducted by the Labor Commissioner for such purpose. SECTION VII NOTICE OF WITHHOLDING AND REVIEW THEREOF A. Notice of Withholding of Contract Payments After determination of the amount of forfeiture by the Labor Commissioner, the City shall provide notice of withholding of contract payments to the contractor and subcontractor, if applicable. The notice shall be in writing and shall describe the nature of the violation and the amount of wages, penalties, and forfeitures withheld. Service of the notice shall be completed pursuant to Section 1013 of the Code of Civil Procedure by first-class and certified mail to the contractor and subcontractor, if applicable. The notice shall advise the contractor and subcontractor, if applicable, of the procedure for obtaining review of the withholding of contract payments. The awarding body shall also serve a copy of the notice by certified mail to any bonding company issuing a bond that secures the payment of wages covered by the notice and to any surety on a bond, if their identities are known to the awarding body. A copy of the Notice of Withholding of Contract Payments (NWCP) to be utilized by the City is found as Attachment D to this document. 13 B. Review of NWCP 1. An affected contractor or subcontractor may obtain review of a NWCP under this chapter by transmitting a written request to the office of the Labor Compliance Officer ("LCO") that appears on the NCWP within 60 days after service of the NWCP. If no hearing is requested within 60 days after service of the NWCP, the NWCP shall become final. 2. Within ten days following the receipt of the request for review, the LCO shall transmit to the Office of the Director -Legal Unit the request for review and copies of the Notice of Withholding of Contract Payments, any audit summary that accompanied the notice, and a proof of service or other documents showing the name and address of any bonding company or surety that secures the payment of the wages covered by the notice. A copy of the required Notice of Transmittal to be utilized by the City is found as Attachment E to this document. 3. The City may be represented by an attorney in prevailing wage hearings conducted pursuant to Labor Code Section 1742(b) and sections 17201-17270 of Title 8 of the California Code of Regulations. 4. Upon receipt of a timely request, a hearing shall be commenced within 90 days before the director, who shall appoint an impartial hearing officer possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The appointed hearing officer shall be an employee of the department, but shall not be an employee of the Division of Labor Standards Enforcement. The contractor or subcontractor shall be provided an opportunity to review evidence to be utilized by the LCO at the hearing within 20 days of the receipt of the written request for a hearing. Any evidence obtained by the LCO subsequent to the 20 -day cutoff shall be promptly disclosed to the contractor or subcontractor. A copy of a Notice of Opportunity to Review Evidence Pursuant to Labor Code Section 1742(b) form is found as Attachment F to this document. The contractor or subcontractor shall have the burden of proving that the basis for the NWCP is incorrect. The NWCP shall be sufficiently detailed to provide fair notice to the contractor or subcontractor of the issues at the hearing. Within 45 days of the conclusion of the hearing, the director shall issue a written decision affirming, modifying, or dismissing the assessment. The decision of the director shall consist of a notice of findings, findings, and an order. This decision shall be served on all parties pursuant to Section 1013 of the Code of Civil Procedure by first-class mail at the last known address of the party on file with the LCO. Within 15 days of the issuance of the decision, the director may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. The director has adopted regulations setting forth procedures for hearings under this subdivision. The regulations are found as Attachment G to this document. 5. An affected contractor or subcontractor may obtain review of the decision of the director by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the decision. If no petition for writ of mandate is filed within 45 days after service of the decision, the order shall become final. If it is claimed in a petition for writ of mandate that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in the light of the whole record. 6. A certified copy of a final order may be filed by the Labor Commissioner in the office of the clerk of the superior court in any county in which the affected contractor or subcontractor has 14 property or has or had a place of business. The clerk, immediately upon the filing, shall enter judgment for the state against the person assessed in the amount shown on the certified order. 7. A judgment entered pursuant to this procedure shall bear the same rate of interest and shall have the same effect as other judgments and shall be given the same preference allowed by law on other judgments rendered for claims for taxes. The clerk shall not charge for the service performed by him or her pursuant to this section. 8. This procedure shall provide the exclusive method for review of a NWCP by the City to withhold contract payments pursuant to Labor Code Section 1771.7. C. Settietneaxt Authority If a contractor or subcontractor seeks review of a Labor Compliance Program enforcement action, the Labor Commissioner may intervene to represent the City, or to enforce relevant provisions of the Labor Code consistent with the practice of the Labor Commissioner, or both. Except in cases where the Labor Commissioner has intervened pursuant to subpart (1) above, the Labor Compliance Program shall have the authority to prosecute, settle, or seek the dismissal of an Notice of Withholding of Contract Payments issued pursuant to Labor Code Section 1771.6 and any review proceeding under Labor Code Section 1742, without any further need for approval by the Labor Commissioner. Whenever a Labor Compliance Program settles in whole or in part or seeks and obtains the dismissal of a Notice of Withholding of Contract Payments or a review proceeding under Labor Code Section 1742, the Labor Compliance Program shall document the reasons for the settlement or request for dismissal and shall make that documentation available to the Labor Commissioner upon request. SECTION VIII PRIORITY DISTRIBUTION OF FORFEITED SUMS 1. Before making payments to the contractor of money due under a contract for public work, the City shall withhold and retain therefrom all amounts required to satisfy the NWCP. The amounts required to satisfy the NWCP shall not be disbursed by the City until receipt of a final order that is no longer subject to judicial review. 2. Pending a final order, or the expiration of the time period for seeking review of the notice of the withholding, the City shall not disburse any contract payments withheld. 3. From the amount recovered, the wage claim shall be satisfied prior to the amount being applied to penalties. If insufficient money is recovered to pay each worker in full, the money shall be prorated among all workers employed on the public works project who are paid less than the prevailing wage rate shall have PRIORITY over all Stop Notices filed against the prime contractor. Wages for workers who cannot be located shall be placed in the Industrial Relations Unpaid Fund and held in trust for the workers pursuant to Labor Code Section 96.7. Penalties shall be paid into the General Fund of the City that has enforced this chapter pursuant to Labor Code Section 1771.7. 15 SECTION IX OUTREACH ACTIVITIES To ensure the successful implementation of the City's Labor Compliance Program, there shall be several outreach activities initiated and maintained. A. Providing Information to the Public The Labor Compliance Officer shall be responsible for communication and outreach activities relative to public information on the City's Labor Compliance Program: 1. Regular presentations to contractors at all City Job Walk Meetings (Pre -Bid conferences) and Job Start Meetings (Pre -Job conferences); 2. Ongoing communication via correspondence and with workers at the City's job sites when review of the certified payroll records reveals the possibility of prevailing wage violations. 3. Periodic meetings with contractor organizations, prime contractors and subcontractors interested in public works contracting with the City. B. In-service Management training on the Labor Compliance Program The Labor Compliance Program shall provide ongoing management in -servicing and workshops for Facilities, Business, Accounting and legal staff relative to the terms, requirements and administration of the Labor Compliance Program. SECTION X ANNUAL REPORTS A. Annual Report on Prevailing Wage Monitoring to the City Council The Labor Compliance Program Officer shall submit to the Director an annual report on its operation within 60 days after the close of its annual reporting period. For purposes of this section, the annual reporting period shall be deemed to commence on July 1 and shall conclude on June 30 of the fiscal year. Annual Reports are due to the Department of Industrial Relations by no later than August 31 and shall be completed on form LCP-AR2. Information in the Annual Report shall be reported in sufficient detail to afford a basis for evaluation the scope and level of enforcement activity of the Labor Compliance Program. An annual report shall also include such additional information as the Labor Compliance Program may be required to report as a condition of its approval. 16 ATTACHMENT A CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM CHECKLIST OF LABOR LAW REQUIREMENTS FOR REVIEW AT JOB START MEETINGS The federal and state labor law requirements applicable to the contract are composed of, but not limited to, the following: 1. Payment of Prevailing Wage Rates The contractor's duty to pay prevailing wages (Labor Code Section 1770 et seq.); should the project exceed the exemption amounts; 2. Apprentices The contractor's duty to employ registered apprentices on public works projects under Labor Code Section 1777.5); Penalties The penalties for failure to pay prevailing wages (for non-exempt projects) and to employ apprentices, including forfeitures and debarment under Labor Code Sections 1775, 1776, 1771.1 1777.7 and 1813;. 4. Certified Payroll Records The requirement to keep and submit copies of weekly certified payroll records to the City, as required under Labor Code Section 1776, and penalties for failure to do so (Labor Code Section 1776(g)); The requirement includes and applies to all subcontractors performing work on City projects even if their portion of the work is less than one half of one percent of the total amount of the contract. Under Labor Code Section 1776, contractors and subcontractors are required to keep accurate payroll records showing the name, address, social security number and work classification of each employee and owner performing work; also the straight time and overtime hours worked each day and each week, the fringe benefits, and, the actual per diem wage paid to each owner, journey person, apprentice worker or other employee hired in connection with the public works project. Employee payroll records shall further be certified and shall be made available for inspection at all reasonable hours at the principal office of the contractor/subcontractor, or shall be furnished to any employee, or to his or her authorized representative on request pursuant to Labor Code Section 1776. The final certified payroll record submitted by the contractor and subcontractors shall be marked "final." Contractors and subcontractors shall maintain their certified payrolls on a weekly basis and shall submit said payrolls weekly to the LCO. In the event that there has been no work performed during a given week, the Certified Payroll Record shall be annotated "No Work" for that week. 5. Nondiscrimination _in_Employment The prohibition against employment discrimination under Labor Code Sections 1777.6; the Government Code; and Title VII of the Civil Rights Act of 1964, as amended; 6. Kickback Prohibited 17 The prohibition against recapturing wages illegally or extracting kickback from employee's wages under Labor Code Section 1778; 7. Acceptance of Fees Prohibited The prohibition against accepting fees for registering any person for public works under Labor Code Section 1779; or for filing work orders on public works under Labor Code Section 1780; 8. Listing of Subcontractors The requirement to list all subcontractors that are performing one-half of one percent of the total amount of the contract (Public Contract Code Section 4100 et seq.); 9. Proper Licensing The requirement to be properly licensed and to require all subcontractors to be properly licensed, and the penalty for employing workers while unlicensed under Labor Code Section 1021 and under the California Contractors License Law, found at Business and Professions Code Section 7000, et seq.); 10. Unfair Competition Prohibited The prohibition against unfair competition under Business and Professions Code Sections 17200- 17208); 11. Workers' Compensation Insurance The requirement that the contractor and subcontractor be properly insured for Workers' Compensation under Labor Code Section 1861); 12. OSHA The requirement that the contractor abide by the federal and state Occupational Safety and Health laws and regulations that apply to the particular public works project; 13. Undocumented Workers The federal prohibition against hiring undocumented workers, and the requirements to secure proof of eligibility/citizenship from all workers; and 14. Itemized Wage Statements The requirements to provide itemized wage statements to employees under Labor Code Section 226. Certification: I acknowledge that I have been informed and am aware of the foregoing requirements and that I am authorized to make this certification on behalf of (name of subcontractor). Date Name of person signing and company 18 ATTACHMENT B CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE LABOR COMPLIANCE PROGRAM AUDIT RECORD WORKSHEETS (For Use with Title 8 CCR Section 16432 Audits) •Public Works Investigation Worksheet •Public Works Audit Worksheet •Prevailing Wage Determination Summary 19 20 iNil III1010101ME I lolmill"I MIS 20 21 i�MIN 21 22 ATTACHMENT C Labor Compliance Program Regulations (referred to as Appendix D) REQUEST FOR APPROVAL OF FORFEITURE -- Suggested format CITY OF SANTA CLARITA LCP: Name and Contact Information: Date of Request: Name and Contact Information for Awarding Body if different from LCP Approval Status (specify if either LCP: interim or temporary or if LCP has extended Notice of Completion/Date Recorded with County Recorder: authority): 2.PROJECT INFORMATION: Project Name: Contract Number: Project Location: Bid Advertisement Dates: Estimated Date Project is to be completed: Acceptance Date of Project by the Awarding Body: Notice of Completion/Date Recorded with County Recorder: Other Relevant Deadline (specify): Amount being held in Retention: 3.CONTRACTOR INFORMATION: Name and address of Affected Contractor: I Name and address of Affected Subcontractor: General Description of Scope of Work of the Entire Project: General Description of Scope of Work covered in the proposed Forfeiture (describe and attach relevant portions of contract or subcontract): 23 4. LABOR COMPLIANCE PROGRAM INVESTIGATION AND FINDINGS: Total Amount of Request for Notice of Withholding of Contract Payments: Wages Due: Training Funds Due: Total Penalties Due: Potential Liquidated Damages [Wages + Training Funds]: LC 1775 Penalties Due: LC 1813 Penalties LC 1776 Penalties Due: Other: Due: [Provide narrative summaries covering the following]: A.Statement of Issues. B.Investigative Report (detailed narrative including but not limited to how the investigation was conducted including worker declarations, reviewing certified payroll records, verification of employer payment contributions, etc.). C.Audit Report (detailed explanation of how audit was completed addressing each of the issues above). D. Affected contractor and subcontractor information (how affected contractor and subcontractor were informed of potential violations; summary of their response with respect to violations and penalty issues; and any other information considered in determining recommended penalties). E.Recommended penalties under Labor Code Section 1775(a) and basis for recommendation, including how factors in subsection (a)(2) of Section 1775 were applied to arrive at the recommended amount(s). ATTACHMENTS 1. Audit Summary (Appendix B) 2. 1" Bid Advertisement Publication 3. Notice of Completion 4. Scope of Work 5. Complaint form(s) and Declarations, if any Send the Request and all Atlaehments to: Division of Labor Standards Enforcement Bureau of Field Enforcement Attn.: Regional Manager 300 Oceangate Blvd., No. 850 Long Beach, CA 90802 COPIES OF THIS REQUEST, INCLUDING ALL ATTACHMENTS, SHALL BE SERVED ON THE AFFECTED CONTRACTOR AND AFFECTED SUBCONTRACTOR AT THE SAME TIME THAT IT IS SENT TO THE DIVISION OF LABOR STANDARDS ENFORCEMENT. 24 ATTACHMENT D-1 [Name and Contact Information for person issuing Notice] Date: Case or Contract No.: NOTICE OF TEMPORARY WITHHOLDING OF CONTRACT PAYMENTS DUE TO DELINQUENT OR INADEQUATE PAYROLL RECORDS (8 CCR §16435) Awarding Body: Project Name and Number (if any): Prime Contractor: Subcontractor: Work performed in County of: Pursuant to Labor Code §1771.5(b)(5) and 8 CCR §16435, contract payments are being withheld due to delinquent or inadequate payroll records. Contractor or subcontractor whose payroll records are delinquent or inadequate: ❑The following payroll records are delinquent (specify weeks and due dates): ❑ The following payroll records are inadequate (specify weeks and ways in which records are deemed inadequate under 8 CCR §16435(d)): Estimated amount of contract payments due to contractor or subcontractor that are being withheld pursuant to this Notice: See page 2 for additional information, including appeal rights. Labor Compliance Officer 25 Prime Contractor Obligations: If contract payments are being withheld due to the delinquency or inadequacy of your subcontractor's payroll records, you are required to cease all payments to that subcontractor until the Labor Compliance Program provides notice that the subcontractor has cured the delinquency or deficiency. Notice of Right to Obtain Review — Expedited Hearing An affected contractor or subcontractor may request review an expedited hearing to review this Notice of Withholding of Contract Payments under Labor Code § 1742. The only issue in any such review proceeding is whether the specified payroll records are in fact delinquent or inadequate within the meaning of 8 CCR §16435 or whether the Labor Compliance Program has exceeded its authority under 8 CCR §16435. To obtain an expedited hearing, a written request must be transmitted to the both the Labor Compliance Program and to the Lead Hearing Officer for the Director of the Department of Industrial Relations, as follows: [Name of Labor Compliance Officer, address, and fax number] Office of the Director — Legal Unit Attention: Lead Hearing Officer Expedited Hearing Request Fax to: (415) 703-4277 The request for expedited hearing should specify the basis for challenging this Notice and include a copy of this Notice as an attachment. The request should also identify and provide contact information for the person who will represent the contractor or subcontractor at the hearing. Important Additional Information: This is a Notice of Temporary Withholding of Contract Payments for Delinquent or Inadequate Payroll Records only. This is not a determination of liability for wages or penalties under Labor Code §§1775 and 1776 or any other statute. Contract payments cannot continue to be withheld pursuant to this notice, once the required records have been produced However, the contractor and subcontractor may still be subject to the assessment of back wages and penalties and the withholding of contract payments if, upon investigation, a determination is made that the contractor or subcontractor violated the public works requirements of the Labor Code. This Notice only addresses rights and responsibilities under state law. Awarding bodies, labor compliance programs, and contractors may have other rights or responsibilities under federal or local law, where applicable, and may also have additional rights or remedies under the public works contract. 26 ATTACHMENT D-2 Labor Compliance Program (SEAL) Phone: Fax: Date: In Reply Refer to Case No Notice of Withholding of Contract Payments Awarding Body ❑ Work Performed in County of Project Name ❑ Project No. Prime Contractor Subcontractor After an investigation concerning the payment of wages to workers employed in the execution of the contract for the above- named public works project, the Labor Compliance Program for (A Labor Compliance Program) has determined that violations of the California Labor Code have been committed by the contractor and/or subcontractor identified above. In accordance with Labor Code Sections 1771.5 and 1771.6, the Labor Compliance Program hereby issues this Notice of Withholding of Contract Payments. The nature of the violations of the Labor Code and the basis for the assessment are as follows: The Labor Compliance Program has determined that the total amount of wages due is The Labor Compliance Program has determined that the total amount of penalties assessed under Labor Code Sections 1775 and 1813 is: $ The Labor Compliance Program has determined that the amount of penalties assessed under Labor Code Section 1776 is: LABOR COMPLIANCE PROGRAM 13y:- 27 Notice of Right to Obtain Review - Formal Hearing In accordance with Labor Code Sections 1742 and 1771.6, an affected contractor or subcontractor may obtain review of this Notice of Withholding of Contract Payments by transmitting a written request to the office of the Labor Compliance Program that appears below within 60 days after service of the notice. To obtain a hearing, a written Request for Review must be transmitted to the following address: Labor Compliance Program Review Office -Notice of Withholding of Contract Payments A Request for Review either shall clearly identify the Notice of Withholding of Contract Payments from which review is sought, including the date of the notice, or it shall include a copy of the notice as an attachment, and shall also set forth the basis upon which the notice is being contested. In accordance with Labor Code Section 1742, the contractor or subcontractor shall be provided an opportunity to review evidence to be utilized by the Labor Compliance Program at the hearing within 20 days of the Labor Compliance Program's receipt of the written Request for Review. Failure by a contractor or subcontractor to submit a timely Request for Review will result in a final order which shall be binding on the contractor and subcontractor, and which shall also be binding, with respect to the amount due, on a bonding company issuing a bond that secures the payment of wages and a surety on a bond. Labor Code Section 1743. In accordance with Labor Code Section 1742(d), a certified copy of a final order may be filed by the Labor Commissioner in the office of the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business. The clerk, immediately upon the filing, shall enter judgment for the State against the person assessed in the amount shown on the certified order. (continued on next page) 28 Opportunity for Settlement Meeting In accordance with Labor Code Section 1742.1 (b), the Labor Compliance Program shall, upon receipt of a request from the affected contractor or subcontractor within 30 days following the service of this Notice of Withholding of Contract Payments, afford the contractor or subcontractor the opportunity to meet with the Labor Compliance Program's designee to attempt to settle a dispute regarding the notice. The settlement meeting may be held in person or by telephone and shall take place before the expiration of the 60 -day period for seeking a hearing as set forth above under the heading Notice of Right to Obtain Review. No evidence of anything said or any admission made for the purpose of, in the course of, or pursuant to, the settlement meeting is admissible or subject to discovery in any administrative or civil proceeding. No writing prepared for the purpose of, in the course of, or pursuant to, the settlement meeting, other than a final settlement agreement, is admissible or subject to discovery in any administrative or civil proceeding. This opportunity to timely request an informal settlement meeting is in addition to the right to obtain a formal hearing, and a settlement meeting may be requested even if a written Request for Review has already been made. Requesting a settlement meeting, however, does not extend the 60 -day period during which a formal hearing may be requested. A written request to meet with the Labor Compliance Program's designee to attempt to settle a dispute regarding this notice must be transmitted to at the following address: Liquidated Damages In accordance with Labor Code Section 1742.1, after 60 days following the service of this Notice of Withholding of Contract Payments, the affected contractor, subcontractor, and surety on a bond or bonds issued to secure the payment of wages covered by the notice shall be liable for liquidated damages in an amount equal to the wages, or portion thereof that still remain unpaid. If the notice subsequently is overturned or modified after administrative or judicial review, liquidated damages shall be payable only on the wages found to be due and unpaid. If the contractor or subcontractor demonstrates to the satisfaction of the Director of the Department of Industrial Relations that he or she had substantial grounds for believing the assessment or notice to be an error, the Director shall waive payment of the liquidated damages. Notwithstanding the above, in accordance with Labor Code 1742.1 (b), there shall be no liability for liquidated damages if the full amount found due in this Notice, including penalties, has been deposited with the Department of Industrial Relations, within 60 days following service of this Notice, for the Department to hold in escrow pending administrative and judicial review. The Department shall release such funds, plus any interest earned, at the conclusion of all administrative and judicial review to the persons and entities who are found to be entitled to such funds. In lieu of a cash deposit, the contractor may post an undertaking with the Department in full amount of the Notice of Withholding of Contract Payments. The undertaking shall be on the condition that, if any decision is issued by the Director upholding this Notice in any respect, the contractor shall pay the amount owed pursuant to a decision that is final under Labor Code Section 1742, unless the parties have executed a settlement agreement for the payment of some other amount, in which case the contractor shall pay the amount that the contractor is obligated to pay under the terms of the settlement agreement. The undertaking must provide that if the contractor fails to pay the amount owed within 10 days of the date the decision is final or the execution of the settlement agreement, a portion of the undertaking equal to the amount owed, or the entire undertaking if the amount exceeds the undertaking is forfeited to the Labor Commissioner for the State of California for the purpose of satisfying the amounts owed under this Notice. A payment bond obtained by a contractor for the public works project which is the subject to this Notice shall not be accepted as an undertaking unless the following two conditions are completely satisfied: (1) the payment bond provides the payment of the full amount of this Notice, including but not limited to, all wages, training, trust contributions, and penalties, and (2) the conditions of payment set forth above are expressly agreed to by the affected contractor(s) and the surety which issued the payment bond. The undertaking should be forwarded to the Department as directed below. The Department's Accounting Office will hold the undertaking until the administrative and judicial review is completed. The disbursement of the bond funds will follow the same process as described above for a cash deposit. Deposits must be made by check or money order payable to the Department of Industrial Relations with a letter and a copy of the Notice of Withhold Contract Payments and mailed to: Department of Industrial Relations Attention Cashiering Unit P.O. Box 420603 San Francisco, CA 94142 29 The Amount of Liquidated Damages Available Under this Notice is $ Distribution: Prime Contractor Subcontractor Surety(s) on Bond Attach: Audit Summary Proof of Service 30 ATTACHMENT E LABOR COMPLIANCE PROGRAM Review Office - Notice of Withholding of Contract Payments (SEAL) Phone: Fax: Date: In Reply Refer to Case No Notice of Transmittal To:Department of Industrial Relations Office of the Director -Legal Unit Attention: Lead Hearing Officer P. O. Box 420603 San Francisco, CA 94142-0603 Enclosed herewith please find a Request for Review, dated , postmarked , and received by this office on Also enclosed please find the following: Copy of Notice of Withholding of Contract Payments Copy of Audit Summary LABOR COMPLIANCE PROGRAM By: cc:Prime Contractor Subcontractor Bonding Company Please be advised that the Request for Review identified above has been received and transmitted to the address indicated. Please be further advised that the governing procedures applicable to these hearings are set forth at Title 8, California Code of Regulations Sections 17201-17270. These hearings are not governed by Chapter 5 of the Government Code, commencing with Section 11500. 31 ATTACHMENT F LABOR COMPLIANCE PROGRAM Review Office - Notice of Withholding of Contract Payments (SEAL) Phone: Fax: Date: In Reply Refer to Case No,: Notice of Opportunity to Review Evidence Pursuant to Labor Code Section 1742(b) To:Prime Contractor Subcontractor Please be advised that this office has received your Request for Review, dated , and pertaining to the Notice of Withholding of Contract Payments issued by the Labor Compliance Program in Case No. In accordance with Labor Code Section 1742(b), this notice provides you with an opportunity to review evidence to be utilized by the Labor Compliance Program at the hearing on the Request for Review, and the procedures for reviewing such evidence. Rule 17224 of the Prevailing Wage Hearing Regulations provides as follows: A(a) Within ten (10) days following its receipt of a Request for Review, the Enforcing Agency shall also notify the affected contractor or subcontractor of its opportunity and the procedures for reviewing evidence to be utilized by the Enforcing Agency at the hearing of the Request for Review. (b) An Enforcing Agency shall be deemed to have provided the opportunity to review evidence required by this Rule if it (1) gives the affected contractor or subcontractor the option at said party's own expense to either (i) obtain copies of all such evidence through a commercial copying service or (ii) inspect and copy such evidence at the office of the Enforcing Agency during normal business hours; or if (2) the Enforcing Agency at its own expense forwards copies of all such evidence to the affected contractor or subcontractor. (c) The evidence required to be provided under this Rule shall include the identity of witnesses whose testimony the Enforcing Agency intends to present, either in person at the hearing or by declaration or affidavit. This provision shall not be construed as requiring the Enforcing Agency to prepare or provide any separate listing of witnesses whose identities are disclosed within the written materials made available under subpart (a). (d) The Enforcing Agency shall make evidence available for review as specified in subparts (a) through (c) within 20 days of its receipt of the Request for Review; provided that, this deadline may be extended by written request or agreement of the affected contractor or subcontractor. The Enforcing Agency's failure to make evidence available for review as required by Labor Code Section 1742(b) and this Rule, shall preclude the enforcing agency from introducing such evidence in proceedings before the Hearing officer or the Director. (e) This Rule shall not preclude the Enforcing Agency from relying upon or presenting any evidence first obtained after the initial disclosure of evidence under subparts (a) through (d), provided that, such evidence is promptly disclosed to the affected contractor or subcontractor. This Rule also shall not preclude the Enforcing Agency from presenting previously undisclosed evidence to rebut new or collateral claims raised by another party in the proceeding. RX In accordance with the above Rule, please be advised that the Labor Compliance Program's procedure for you to exercise your opportunity to review evidence is as follows: Within five calendar days of the date of this notice, please transmit the attached Request to Review Evidence to the following address: Attention: 33 Request to Review Evidence To: From: Regarding Notice of Withholding of Contract Payments Dated Our Case No.: The undersigned hereby requests an opportunity to review evidence to be utilized by the Labor Compliance Program at the hearing on the Request for Review. Phone No.: Fax No.: 34 ATTACHMENT G PREVAILING WAGE HEARING REGULATIONS SEE CALIFORNIA CODE OF REGULATIONS TITLE 8, CHAPTER 8, SUBCHAPTER 6 (SECTIONS 17201 through 17270) 35 ATTACHMENT H Suggested Single Project Labor Compliance Review and Enforcement Report Form [Appendix C following 8 CCR §164341 Awarding Body: Project Name: Name of Approved Labor Compliance Program: Bid Advertisement Date: Acceptance Dale: Notice of Completion Recordation Date: SiuTimary of 1 alcor ('omrii-ince AcdAias 1. Contract Documents Containing Prevailing Wage Requirements (Identify) 2. Projob Conference(s) -- Attach list(s) of attendees and dates 3. Notification to Project Workers of Labor Compliance Program's Contact Person. (Explain Manner of Notification for each project work site.) 4. Certified Payroll Record Review a, CPRS Received From: Contractor/Subcontractor Far w e s c di "wfc" tlrrouah - c 36 b. Classifications Identified In CPRS and applicable Prevailing Wage Determinations Classification Determination No. 5. Further investigation or audit due to CPR review, information or complaint from worker or other interested person, or other reason: a. Independent Confirmation of CPR Data Worker Interviews Reconciled CPRs with Pay- ContractorlSubcunln'tckrl (Yes/No) a leeks or 4luys (Y '"o b. Employer Payments (Health & Welfare, Pension, Vacation/I-Ioliday) Confirmation Recipients of Whiten confirmation Comrt lnriSuhcnnlraclor F.nmlayerPivnirm Oblainedfyck(N, 91 C, Contributions to California Apprenticeship Council or Other Approved Apprenticeship Program Recipients of Written confirmation CanlraclodSulxottlraclar Ccoullibull4ns Oblaincd(Yc,ltiioj 37 d. Additional Wage Payments or Training Fund Contributions Resulting from Review of CPRs Additional amounts Additional Lxpla- C'ontraclor'Subcunlractur Paid to Workclx Training Fund nation r r r r ' Use separate page(s) for explanation C. Complaints Received Alleging Noncompliance with Prevailing Wage Requirements. Name of Resolution or ['nnu�l,iiu.uu Date Received t'urrcnt Syth►¢ r r r 4 *Use separate page(s) to explain resolution or current status 7. Requests for Approval of Forfeiture to Labor Commissioner ContracloriSubcontraetor BaleoLR,,!uucsI Aporo4ed2Al3dificclllhnird 11. Litigation Pending Under Labor Code Section 1742 I • o r.' t •o r ac r VIA Cass Number 9. (Check one): Final report this project Annual report this project Authorized Representative for Labor Compliance Program 38 Section III CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE Implementation Plan 39 Section III IMPLEMENTATION PLAN • Labor Compliance Officer or designee receives construction contract awards/work schedules from the Parks, Recreation and Community Services, Field Services and Engineering Departments. • Labor Compliance Officer prepares and electronically issues project specific DAS 13/PW-100 form to the Department of Industrial Relations ■ Labor Compliance Officer or designee participates in job -start meeting. • Labor Compliance Officer provides site monitors with work schedules. • Site monitors, both City employees and others, conduct interviews and return interview sheets to Labor Compliance Officer. • Labor Compliance Officer or designee enters information from interviews into database. • Labor Compliance Officer or designee verifies information from certified payroll records. ■ Labor Compliance Officer notifies contractor in writing of any discrepancies with certified payroll records. • If clarification/correction is not received from the contractor within 10 days, Labor Compliance Officer will commence an investigation. • Upon completion of the investigation, a report will be sent to the Department of Industrial Relations with recommendations for penalties to be applied to the contractor. • Labor Compliance Officer prepares and submits public works violation reports to Labor Commissioner as required. • Labor Compliance Officer communicates on a regular basis with contractors, workers, building and trade organizations, and other community entities and in-service management to City personnel. • Labor Compliance Officer prepares and submits annual program reports to the Santa Clarita City Council, and the Director of the Department of Industrial Relations. • Labor Compliance Officer manages all facets and is the primary contact for the City's Labor Compliance Program. • Labor Compliance Officer provides non -City site monitors with site visitation training and assigns projects when applicable. 40 Section IV CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE Operational Manual 41 SECTION IV OPERATION MANUAL Site Visitations Representatives of the Labor Compliance Proeram shall conduct in-person inspections at the site or sites at which the contract for public work is bein2 i3erforrued "On -Site Visits"), On -Site Visits may be undertaken randomly or as deemed necessary by the Labor Compliance Program, but shall be undertaken during each week that workers are prewntat sites at which the contract for public work is beine performed. All On -Site Visits shall include visual inspection of (1) the copy of the determinations of the Director of Industrial Relations of the prevailing wage rate of per diem wanes required to be posted at each •ob site in compliance with Labor Code Section 1773.2 and 2 the Notice of Labor Compliance Program Approval required to be posted at the lob site in accordance with Section 16429 of the of the California Code of Regulations, listing telephone number to call for innuiries, questions, or assistance with re and to the Labor Compliance Pra rare. On -Site Visits may include other activities deemed necessary by the Labor Compliance Program to independently corroborate prevailing wage payments reported on payroll records furnished by contractors and subcontractors. 1. Safety is the paramount factor for any site visit to any City of Santa Clarita construction projects. Do not enter any area that appears unsafe. Site monitor is expected to exercise reasonable caution at all times. 2. All authorized personnel visiting any City of Santa Clarita construction site are required to be properly identified as a City representative by wearing visible picture ID's (badge), or identifying themselves as such. Additionally, all authorized personnel are required to wear hard hats and safety shoes. 3. Authorized personnel shall visit all sites on a non-interference basis and take a minimum amount of the workers' time for interview purposes. 4. Upon arrival at a site, the site monitor will check in at the site superintendent's (contractor's) trailer prior to any interviewing. In the event there is not a construction trailer, you will check in at the site's administrative office. Identify yourself and state the purpose of the visit. Sign in if required to do so. If the site superintendent cites some reason that denies access to the site, promptly and politely remove yourself. Make a note of this occurrence and include in your report to the LCO. 5. Check to see that the following are displayed in the contractor's trailer: • Prevailing wage Determinations are posted • Notice of Labor Compliance Program Approval ■ Sign -in Log • Listing of subcontractors on site If any of these items are not readily visible, remind the contractor that these postings are part of the contractual requirements. On subsequent visits, make sure that these items are posted, or the contractor will be found to be in noncompliance. 6. There will be times when the site superintendent is somewhere on the site and/or there is no contractor present in the trailer. You should check in at the City's Inspector of Record (IOR) trailer. The IOR will also be able to tell you which contractors are on the site at that time. If all trailers are empty or locked, try to locate the site superintendent or IOR on the site prior to commencing interviewing. 42 Interviewing 1. Once you have checked in with the site superintendent and obtain access to the site, try to locate tradespersons working in clusters. For instance, several painters, electricians, roofers, etc. working in one area. Approach the workers individually in a non -threatening, professional manner. Identify yourself, indicate that you are City's representative, and that you need only a few seconds of their time to ask some very generic questions to ensure that they are receiving the proper rate of pay for the type of work they are doing. Again, do not endanger yours or any tradesperson's safety in conducting these interviews. Do not insist that someone on a scaffold 40 feet in the air come down for an interview. Do not ask anyone to form a line until you can get to them; allow them to continue working until you can get to them individually. These interviews are random; two or three tradespersons for each subcontractor are more than sufficient for one visit. Any persons missed are usually picked up on the next visit. If only one tradesperson is at the site, then interview that person if possible. If you are told that the rest of the crew will be there in an hour, do not wait, unless your total site interviewing will take that length of time. Thirty minutes of interviewing per site is typically sufficient, depending upon the site size and/or number of subcontractors present. Contractor tradesperson should also be interviewed. 2. Using the Labor Compliance Site Visitation Interview form, ask each person the following: name, social security number, employer, title (trade), rate of pay, and task being performed at the time of interview. 3. Should someone decline to speak with you, respect those wishes. If someone asks if this is union -related, tell them no. The City of Santa Clarita works with both open and closed shop trades. 4. If you try to interview someone who does not speak English and you cannot communicate in the appropriate language, try to locate a coworker who can interpret for you. If you find an entire crew unable to speak English and no interpreter, include this in your report to the LCO. 5. If someone refuses to disclose his social security number to you, respect those wishes. However, assure that person that all information given is kept strictly confidential. 6. If someone does not know their rate of pay (most tradespersons don't know), ask for a guesstimate. If the response is, "whatever prevailing wage is", so indicate on the form. 7. If someone indicates that he is an apprentice, make sure that you ask him what period. These can be anywhere from 13` to 10`". If he's not sure, ask him how many years he's been apprenticed in the specific trade and/or to guesstimate and so indicate on the interview form. 8. ALWAYS thank them for their time. 9. Keep in mind that you are there to collect information only, do not tell them how to do their jobs. Should you witness what you consider a potentially unsafe or unwarranted condition, you are to contact the site inspector or job superintendent of your findings immediately and make a note on your site visitation log of what you observed. Upon your return to the office, report your findings to the LCO. Reporting 1. All original interview forms shall be submitted to the LCO no later than the end of each workweek. 43 Section V CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE Procedures 44 SECTION V PROCEDURES Certified f :wr'oll Verification l'roceclin•es 1. The Parks, Recreation and Community Services, Field Services and Engineering Departments will provide the Labor Compliance Officer with construction work schedules. 2. Upon receipt of weekly certified payroll reports from general/subcontractors, compare information from the Labor Compliance visitation log to the contractors certified payroll and the prevailing wage schedule. 3. Compare name and social security number with trade classification listed. 4. Ensure prevailing wage listed is correct for the classification listed using the prevailing wage schedule 5. Check for employment of apprentices, correct rate of pay, and proper ratio to journey workers. 6. Contact the contractor in writing and send by certified mail any inaccuracies in the verification of its certified payroll. 7. If clarification/correction is not received within ten (10) days from the contractor, the Labor Compliance Officer will commence an investigation. 8. Upon completion of the investigation, a report will be sent to the Department of Industrial Relations with recommendations for penalties to be applied to the contractor. 9. Retain all original interview forms and annotate the database as applicable. Site Monitor Procedure~ 1. Receive construction site work schedule from Labor Compliance Officer. 2. Check in with site administrative office/site superintendent 3. Utilizing the Labor Compliance Site Visitation Interview form, conduct interviews with workers. 4. Note on your form any infractions you may observe while conducting the interview. 5. Return interview form to the Labor Compliance Officer. 6. Report any infractions you observed to the Labor Compliance Officer. 45 Section VI CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM Forms 46 PUBLIC WORKS CONTRACT AWARD INFORMATION Contract award Information must be sent to your Apprenticeship Committee if you are approved to train If you are not approved to train, you must send the Information (which maybe this form) to ALL applicable Apprenticeship ODmmittees in your craft or trade In the area of the site of the public work. Go to: http://www.dir.ca.gov/das/PublicWorksForms.him for information about programs in your area and trade. You may also consult your local Division of Apprenticeshlp Standards (DAS) office whose telephone number maybe found In your local directory under California, State of, Industrial Relations, Division of Apprenticeship Standards. Do not send this form to the Division of Apprenticeship Standards. NAME OF YOUR COMPANY CONTRACTOR'S STATE LICENSE NO MNUN(i ACORESS PI! WBER &STREET CITY, DP CCOE AREA C*[E &TELEPHOrE NO NAV &AN)RP'7i OF PUNIC WOW PROXCT DATT YOUR CONTRACT r)..TCUTCD CATE CF E)FECTEV On ACTUAL START OF -RNECT NAI.f&AnrA7;S CF PUN IC ACINf.Y AWARIN; CONTRACT rATINNTrn NUNnERCr KAARNr_YATN11CAAR5 OCCVVAI ION pF An71EN INS IHISFORMISBEINGSENI IU. NAME&AULVRESSOFAH'IRENIICESHIPPFWORAM(Sr ESI IMAI EU NUMBER OF APIRENI ICE HOURS A1711O)"IE UAIES 10& EWLUTEU This is not a request for dispatch of apprentices. Contractors must make a separate request for actual dispatch, in accordance with Section 230.1(a) California Code of Regulations Check One Of The Boxes Below We are already approved to train apprentices by the Apprenticeship Committee. We will employ and train under their Standards. Enter name of the committee 2 ❑ We will comply with the standards of Apprentioeship Committee for the duration of this joh only Enter name of the Committee 3, F—] We will employ and train apprentices in accordance with the California Apprenticeship Council regulations, including § 230.1 (c) which requires that apprentices employed on public projects can only be assigned to perform work of the craft or trade to which the apprentice is registered and that the apprentices must at all times work with or under the direct supervision of journeyman/men. Signature Typed Name Title Date State of California - Department of Industrial Relations DIVISION U.a; Ina pTFv u4tl OF APPRENTICESHIP STANDARDS 47 Department of Industrial Relations P.O. Bo 420603 San Francisco, CA 94142 Please use a separate form for each jobsite, listing the occupations for the jobsite. One check, payable to the California Apprenticeship Council, may be submitted for all jobsites and/or occupations. Training fund contributions are not accepted by the California Apprentice Council for federal public works projects, or for non-apprenticable occupations such as laborers, utility technicians, teamsters, etc. TRAINING FUND CONTRIBUTIONS California Apprenticeship Council Name and Address of Contractor/Subcontractor making Contribution Contractor's License Number Contract or Project Number Name and Address of Public Agency Awarding Contract Jobsite Location (Including County) Period Covered by Contribution Signature i Date Title [Area Code & Telephone Number CAC 2 48 CITY OF SANTA CLARITA CONTRACTOR FRINGE BENEFIT STATEMENT Contract Number / Name: lContract Location: Today's Date: contractor i Subcontractor Name: Business Address: In order that the proper Fringe Benefit rates can be verified when checking payrolls on the above contract, the hourly rates for fringe benefits, subsistence and/or travel allowance payment made for employees on the various classes of work are tabulated below. Classification: Effective Date. Subsistence or Travel Pay: LL w $ Address: Health & $ PAID TO: Name: Welfare Address: LU Vacation/ $ PAID TO: Name: H Pension $ PAID TO. Name: LL W W Address: z Address: m Vacation/ $ PAID TO: Name: z Training $ W Holiday Address: And/or Other Address: z Training S PAID TO: Name: LL and/or Other Address: assi ication: Effective Date: Subsistence or Travel Pay: $ Health & $ PAID TO: Name: Welfare Address: Pension $ PAID TO: Name: LL W Address: mVacation/ $ PAID TO: Name: W Holiday Address: 0 z Training $ PAID TO: Name: � _ And/or Other r Address: asstication: Effective Date: Subsistence or Travel Pay: $ Health & $ PAID TO: Name: Welfare Address: Submitted: Contractor / Subcontractor 49 By: Name / Title Pension $ PAID TO: Name: LL w Address: z LU Vacation/ $ PAID TO: Name: m LU Holiday Address: z Training $ PAID TO: Name: LL And/or Other Address: Supplemental statements must be submitted during the progress of work should a change in rate of any of the classifications be made. Submitted: Contractor / Subcontractor 49 By: Name / Title v * -0 — mCDn .. v CL < �o ,< 0 v ZC- - , CU j m c' 3 CD 0 0 O O CCD 8 8 a a N (D O S(7 C1 CD O v CD () y (O C Er m n m a FnO m c 3 c CD rr 3 3 CD (D 7 C U) Cl -a w O CL 0, 7 0 7 0 (� Cn Eft C 8= (n cn 3 O N � cn 0 CD O s CD j s y CD CU CD < �_ 'C. S (D O O 7 3 o g O 0 n CCD N O c0 n CL, vo+ a O cr o s =r Cy CL CD <. O O a 9 p� O N .. 7 O 7 N � N CD 2 CD W PL CD o(� -, C r to �° 7 CCD 7 L y co 8 7 m a 0— o 8R, T CDICD r. 0 0- C s ° 7 CD a O CD O N Cn 0 N 2 0 C En (U CD 0 0 T N y CD 3 D fn n O c 7 m Cn 3 CD OL cA CA rn co co co (0 aT 3, A. C < CD mm L O m CD O C 0 N O � N CSC- � nv o m 5' 3 M. 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D) 7 T C r n O M X N D X 0 Tr N m T Z In X 3 d (D 0 N a c CLCD n O Co Dpi N O ON in mn o{�m— mCD Z� m�� OD v A =1 `L -n o' Dz.� mz—OrO=s — — — — — — — --------- ViZO _iA;mXm 31 -n O r O Z O O O (n O co O y T 2 O 9 � A m O T m m N N Z O � �° 2 s rn <mjv m A z z m m= m= m= `m = O z A cn N 1 y -I 1 m w c 19 o� o� o� oc U) Vi 9z ccn CCA m z En ry O Dm i cD i o z G) o z G a m o N.N o 0 D o 0 71 in R m o c 0 o" O O Z Z O N O m D ; Z Z O N n m >z 3 N O m D 9 z Z O N m D 0 0 0 n 1 O O 1 N 1 O b y 1 z N m vmi m N m (7 O Z 1 m o m M o m v m o C w ?ZJ N N N N A = D 0 0 < z = D 0 0 < 2 = D ° o G E = D 0 0 D Z Q m m N z N N g A o p_ m O m m x m m m T S m T= m � O D ZC O j y � O O O Z O NG 0 m0P z D C m O m T T. O O Z= o0 x m m c O m 0 m m ti x o O 0 N N N O C 0 N 3. D) 7 T C r n O M X N D X 0 Tr N m T Z In X 3 d (D 0 N a c CLCD n O Co Dpi GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # CARPENTER DETERMINATION: SD -23-31-4-2000-1 ISSUE DATE: February 22, 2000 EXPIRATION DATE OF DETERMINATION: June 30,2000** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at (415) 703-4774. LOCALITY: All localities within Contra Costa County Employer Payments Straieht-Time_ Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Hours Total Daily Saturday u Sunday (JOURNEYPERSON) Hourly and Holiday Hourly and Rate Welfare Rate 11/2X 11/2X Holiday ENGINEERING CONSTRUCTION Carpenter (Heavy and Highway work) $25.25 2.30 1.01 2.72 b .30 8 31.58 44.205 44.205 56.83 Light Commercial 20.40 2.30 1.01 2.72 b .30 8 26.73 36.93 36.93 47.13 Bridge Carpenter (Highway work) 25.38 2.30 1.01 2.72 b .30 8 31.71 44, 44.40 57.09 Millwright 25.75 2.30 1.01 2.72 b .30 8 32.08 .955 44.955 57.83 Pile Driver 25.38 2.30 1.01 2.72 b .30 8 31.71 44.4 4.40 57.09 Diver, Wet (up to 50 ft. depth)cd 55.76 2.30 1.01 2.72 b .30 8 62.09 89. 8 7 117.85 Diver, Standby 28.38 2.30 1.01 2.72 b 30 8 34.71 48.90 48 63.09 Diver's Tender 27.38 2.30 1.01 2.72 b .30 8 33.71 47.40 47.40 61.09 DETERMINATION: SD -23-31-4-2000-1A ISSUE DATE: February 22, 2000 EXPIRATION DATE OF DETERMINATION: July 1, 2000** The rate to be pa r w per fo ed fter thi dat ias bee etermmed. If ark will extend past this date, the new rate must be paid and should be incorporated in contracts entered into ow. Coma t th ivision of L• r Statistic and Rc ch for specific rates at (415) 703-4774. LOCALITY: All localities within Santa Clarita County BUILDING CONSTRUCTION Carpenter $23.402'30 1. 2.7 .30 8 29.18 40.88 40.88 52.58 Light Commercial 18.72 0 1.0 2.1 b 0 8 24.50 33.86 33.86 43.22 DETERMINATION: SD -31 - ISSUE DATE: FFBRU 22, EXPIRATION DAT' F�: the Division of Labor Std istics LOCALITY: All locali Classification - with' (Joumeyperson) Terrazzo Installer Terrazzo Finisher -2000-1 ER Ma 000• E by a new determination issued by the Director of Industrial Relations. Contact h 5) 73-4774 a tes after 10 days from the expiration date, if no subsequent determination is issued. Clarit C unty. Y Employer Payments Straight -Time Oycrdme_HUurly Rate B c Health Pension Vacation/ Training Hours Total Daily Saturday o Sunday ourly and Holiday Hourly and Rate Welfare Rate 11/2X 11/2X Holiday $29.55 2.30 1.01 1.72 b 23.05 2.30 1.01 1.72 b 34.58 49.355 49.355 64.13 28.08 39.605 39.605 51.13 # Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. a Saturday in the same workweek may be worked at straight -time rate for the first 8 hours if the employee was unable to complete the 40 hours during the normal workweek. b Includes supplemental dues. c Shall receive a minimum of 8 hours pay for any day or part thereof. d For specific rates over 50 ft. depth, contact the Division of Labor Statistics and Research. DESCRIPTION: Engineering Construction Refers to construction which requires a Class A license and includes bridges, highways, dams and also power plants and other heavy industrial type projects. Building Construction Requires a Class B license and includes non-residential buildings (such as hospitals, government buildings, public schools) and commercial buildings (with the exception of industrial buildings). RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at [ltip',//%Yww.dir.,ca.gov/DLSRfPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774. CITY OF SANTA CLARITA LABOR COMPLIANCE SITE VISITATION INTERVIEW FORM FORMA DE INTREVISTA DEL SITIO SOBRE CONDECENCIA LABORARIA SITE NAME: SITIO: PROJECT NAME: CONTRACT #: CONTRACTOR: CONTRANTE: SUBCONTRACTOR: SUBCONTRATANTE Person Interviewed: Nombre de Persona Entrevistada S/S Number / Numero de Seguro Social Position Title: Possion O Titulo del Entrevistado Task Being Performed at Time of This Interview: Clase de Labor Desenpenando al Tiempo de Entrevista Hourly Pay Rate: $ Salario Horario OBSERVATIONS: Site Inspector: Project Superintendent Total number of workers observed on the visit: Type of work observed: Type of workers observed: Was the worker believable? Yes No Did the superintendent or foreman accompany you on the site? Explain additional information received from the worker Interview Conducted by: DATC_ FECHA: Interior / Exterior (circle) Telephone Telephone Yes No _N m a 0 z r O O CITY OF SANTA CLARITA July 21, 2000 Certified Mail Mr. John Doe ACME Painting 13414 Labor Street Los Angeles, CA 90605 LC' Dear Mr. Doe: The City of Santa Clarita has identified your firm as the apparent low bidder for Contract #90-225 Portable Contract Moving Services and has scheduled board approval of a contract requiring your compliance with Division 2 Part 7 of the California Labor Code. This will require the payment of prevailing wages to all workers employed on the project and the reporting of the certified weekly payroll to the LCO. The Labor Code requires, prior to the start of work, that a person qualified to certify documents for your firm attend a review meeting with the awarding body concerning the Labor Code prevailing wage laws. The LCO is formally requesting the appearance of the certifying person for the code review, the submittal of the required weekly certified payroll records or nonperformance reports, and the monthly submittal of employment utilization reports, all identified in the contract general conditions. This request is made pursuant to, and authorized by, California State Labor Code Section 1776(b) (2), which states, "A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations" and California Code of Regulations Section 16430 (a) (2). The goal of the LCO is to provide the necessary information, assistance, forms and procedures to allow your project to move forward on schedule and in compliance with the State's Labor Code. Please call the City of Santa Clarita's Labor Compliance Officer at (661) 286-4025 to set an appointment and receive the necessary forms prior to the start of your project. Respectfully, Harry Corder Labor Compliance Officer CITY OF SANTA CLARITA July 27, 2000 Certified Mail Jane Doe �� f7. ACME Flooring 8320 Camino Santa Fe , Santa Clarita, CA 92121 Dear Ms. Doe; The City of Santa Clarita has awarded your firm a contract requiring your compliance with Part 7, chapter 1 of the California Labor Code. This will require the payment of prevailing wages to all workers employed on the project and the reporting of the weekly payroll to the City's Labor Compliance Officer. The Labor Code requires, prior to the start of work, that a person qualified to sign and certify for your firm attend a review with the awarding body of the Labor Code prevailing wage laws. The Labor Compliance Officer goal is to provide the necessary information, assistance, forms and procedures to allow your project to move forward on schedule and in compliance with the State's Labor Code. Please call the City of Santa Clarita's Labor Compliance Officer at (661) 286-4025 to set an appointment and receive the necessary forms prior to the start of your project. Respectfully, Harry Corder Labor Compliance Officer CITY OF SANTA CLARITA March 23, 2000 John Doe ACME Construction Co. 3170 Labor Street Vista, CA 92083-8318 Mr. Doe: Certified Mail � = � ►F�L� � , GAS t f�1" G�.rti ►end Ir'a}�r�/Is The City of Santa Clarita's Labor Compliance Officer is formally requesting copies of Certified Payroll Records and Monthly Utilization Reports for the modernization of Cubberly, Jones and Fletcher schools. We are requesting the records from the beginning of the project through project completion for your firm and all subcontractors. This request is made pursuant to, and authorized by, California State Labor Code Section 1776 (b) (2) and Section 1776 (g) (3) and the contract general conditions requiring weekly employee payments and weekly certified payroll submittals. Labor Code Section 1776 (b) (2) states: "A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations." Labor Code 1776 (g) (3) states: "The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10 -day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit one hundred dollars ($100) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated." Please forward all weekly Certified Payroll Records and Monthly Utilization Reports and state approved forms previously provided to: City of Santa Clarita, Labor Compliance Officer, 23920 Valencia Boulevard, Suite 300, Santa Clarita, CA 91355-2196. If you have any questions, contact me at (661) 286-4025. Respectfully, Harry Corder Labor Compliance Officer Prime Contractor: Project: Original Request: 02/08/00 This Request: 02/08/00 1. Monthly Utilization Forms must be provided for: 2. Apprenticeship Training Agreement (similar to Form DAS 1) must be provided for: 3. Apprenticeship Training Agreement (similar to Form DAS 7) must be provided for: 4. Training Fund Contributions (Form CAC 2 or equivalent) must be provided for: S. Public Works Contract Award Information (Form DAS 140) with the name, address and phone number of the training program notified by all project contractors must be provided for: 6. Fringe Benefits Statements must be provided for: 7. Signed certified Payroll report or statement of Non -Performance with original sicinatures must be provided for: contractors are responsible for submittal of their payrolls and those of their respective subcontractors as one package, which must be in the City's Labor Compliance Officer within one week of each weekiv paycheck. In the event there has been no work performed during a given week, the certified payroll record shall be annotated with the words "No Work" for that week. 8. To determine the required hours for apprentices on this project we will need the contractor to Identify all sub -contractors who will perform work in involving less than $30,000 or who will be on the project less than 20 calendar days or both. Either the Public Works Payroll Reporting Form (Form A-1-131) or the City of Santa Clarita reporting form must be used.. m- L-IL-J[-c��L_IiLJ-.S-i ■' ��..fiY..J1�.lL ��-!��-!�L7, r C�,t--!r�-?I CITY OF SANTA CLARITA March 1, 2000 Mr. Doe ACME Construction Co. 115 Market Place, Suite A Los Angeles, CA 92029-1353 Dear Mr. Doe: Certified Mail "ho C �fcfred Payro�l �o rec lion Leffer The City of Santa Clarita's Labor Compliance Officer has formally requested copies of Certified Payroll Records and Monthly Utilization Reports for Bid Project Portable Contract 82 - Phase 2. We have reviewed your submittal and require additional information. This new request is made pursuant to, and authorized by, California State Labor Code Sections 1774, 1775, 1776, 1777.5, 1777.7, 1810, 1813 and 1815. Additionally, the contract general conditions require weekly certified payroll record submittals to the City of Santa Clarita's Labor Compliance Officer and weekly payment of employee wages. Labor Code § 1776 (b) (2) states: "A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations." Labor Code § 1776 (g) states: "The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10 -day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit one hundred ($100) for each calendar day, or portions thereof, for each worker, until strict compliance is effectuated." Please correct and supply the data requested in the attachments and submit on approved forms to: City of Santa Clarita, Labor Compliance Officer, 23920 Valencia Boulevard, Suite 300, Santa Clarita, CA 91355-2196. If you have any questions, contact me at (661) 286-4025. Respectfully, Harry Corder Labor Compliance Officer Enc. (2) Name of Project: Contract Number: CITY OF SANTA CLARITA Report of Action for Prevailing Wage Violations First Advertised Date: County Where Work Is Performed: Date Notice of Completion Filed: Date of Project Acceptance or Current Percent Complete: Name and Address of Prime Contractor: Project's Scope of Work: Contractors in Violation of the Labor Code and their Scope of Work: Statement of the Issues Identified to the Contractor: Summary of the Audit Investigation: CPR Spread Sheets Labor Code Sections Violated: Summary of Penalty Assessment Justification: Identify Labor Code 1775 and 1813 Penalties Requested with Calculated Totals: Is the Violation Due to Mistake, Inadvertence or is it a Willful Failure to Pay the Correct Wages: Previous Record in Meeting Prevailing Wage Obligations: Identify and Provide All Correspondence: Identify and Provide Any Contractor Response: Recommend Penalty Assessment: eng-civi\labor compliance program.doc APPENDIX "C" QUANTITY SPREADSHEET QAi N A W N R� •G W V OW] N A W N� O [NO m V ONi f!I A� N� P M CD J� tlI A w N� o W m V 01 f1M A W N - � 3 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N J V O) T fO\ N 00 0 5 r ti -1 x x mmmmmmmm 1 ti x 2 1 2 m x 2 mmmmmmmmm m z 2 2 1 2 x m ti x mmmm y x mmmmmmm x 2 2 m mmCccmda-� p x gj W W r r O O G- n 3 O rtcimmmmmmmm o � i3�33��3333�33�3��33��333�rmm 0000 mmmmmm oodoo mmmmmmm'mmmm 000 mmvm�mmmmonm m m m oxzOZD_D §❑ par, m`0 2 a vv�vvvrv�vvvvvvvv��o� moom«,�.w�a -0 mmmvvvvv 55 55��5£��n v vgmW06Tx � Om 0 N mmvvvvvvvvvvvvvvvv� x Day aaa>DDn aaaaaam��bmm ��{�� 0 mmmmm T7 �zmDor�z dCn05600000M0000 j << C � << j1C1 C� G << G D D T D D T D� T� D D�>>> TSI a D(y __ d m y D mmmmmmmmmmmmm moon❑c�nnclnc�c�nc�cinn �1 icy jlj 0 a -zzzl��WWm WWWWW WWWWW m o as <mmmmmmmmmmmmmm aaa naann avvvvro�svvvvvv��v�� m-----`g-z----------- m o T, �c 7C 7c x 7CTX Y-.T-.GZi0G)i 0 Lz7O G7 cZi�Lz'7 czi Gz')��Gz?Gx1�� mzz Go zzzz G) GS G)G)..... zzzzz z G) , o; < W <Ao 0 0 00000 0o a O ]. 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O m OI A w N � W W z 7 _ N �• d W S. i Ri CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BID ALTERNATES April 11, 2016 hem Specification SpecificationDescription Unit Centre Pointe Santa Clara Rainbow Glen Parkway (W) Bike Drive Trall SPlrltoGolden Bouquet Canyon VkPdnce to South Valley to Newhal Rench End ALT 1 ALT 2 ALT 3 TOTAL 1 F2.1 MOBILIZATION LS 1 1 1 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 1 1 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 1 1 1 5 F2-6 OWLITS/BASE REPAIRS SF 1,389 1,389 6 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 69 69 7 F2-7 SLURRY SEAL TYPE I TON 16 18 8 F2-7 SLURRY SEAL TYPE III TON 154 69 223 9 172.6 DOUBLE MICROSURFACE TON 10 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 800 468 1,268 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL -13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 4,093 4.093 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 2,040 2,040 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 1,G59 205 1964 19 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 5,107 2,070 7,177 20 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF41 21 62 23 F2.12 THERMOPLASTIC TRAFFIC STRIPING -YIELD MARKING EA 24 F2.12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 181 lot 26 F2.12 THERMOPLASTIC TRAFFIC STRIPING- WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2.12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA B 7 15 3D F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2.12 THERMOPLASTIC PAVEMENT MARKINGS -TYPEI ARROW [L3Rj EA 14 2 16 32 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'SLOW" LEGEND EA 39 FZ 12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 2 2 40 F2.12 THERMOPLASTIC PAVEMENT MARKINGS- "TRUCKS" LEGEND EA 41 F2.12 THERMOPLASTIC PAVEMENT MARKINGS- "RING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 1 31 3 43F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 6 6 45 F2.12 JBILLIE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 6 H 46 1 F2-12 ILANE DELINEATOR EA CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM OUANTITIES - S5 April 11, 2016 Rem Specification Section Description Unit Bea Court Kristin Lane Pampllco Mariam Scalllon Ron Ridge Drive Place Drive Drive Pempoiwto Gt-o Pak o em ptt&to seeaonio cemwrooto TOTAL Saulh EM NWh End SauthEM No. EOG W.0 Eod Penpollca to Naicy T F2.1 MOBI{,IXA'f LS 1 1 :2 F2.2 MAINTAIN G CONTROLMNG TRAFFIC LS 7 1 1 ! 1 t , 3 Fl•4 MICRO GRI NG SF 4 FI•$ CRACK SEALING LS 5 101GOUTSMASE REPAIRS sp 2.R3$j 1,557 5948 234 1.034 4917 is'KI 6 F2 -G OVER-EXCATION REVOCABLE ITEM 8F 152 78 87 12 52 8 795 7 F2.7 SLU RY SEAL PEI TON B F2.7 SLURRY SEAL IYPE ll TON 16 24 d, R P2-0 DOII N MIC SLWF E TON 26 10 45 18 107 10 F2.12 THERMOPLASTIC TRAF C t.2 L'NG • OETAIL- 9 LF T1 F2.12 THERMGPLA$TEC 6 UG STAlPINfl - DEfA L - 10 LF 12 F2.12 THERMOPLRSTH: TRAFFIC STRFINV - ❑ETAIL • 11 LF 13 F2-12 THFSiMOPLASTEG TRAFFIC STFIIPlNG - 4ETAIL • f3 LF 1d F2•12 T3IERMQP 5 IC FIC"IPI G-DE7AIL.21 LF 15 F2-12 THFS1I.lOPLA5TIG TRAFFIC STRIPING •DETAIL • 28 LF 1G F2-12 T"CRMOPLASTIC TRAFF3C STRIPE G -Q AILll LF 17 F2.12 T,E W1911E STIC TRAFFIC STRfPING •DETAIL •384 LF 18 F2.12 - AIL - 38C T"EOMOPLASTIC R FFlC STAtPIH._5 LF 19 F2 -L2 THEFMOPLAS IC TRAFF C STAIPINO • l2ETAli • 30 LF 28 F2.12 THERIdOPLASTIC TRAFFIC STRIPING -DETAIL-394 LF 21 F2.12 THE P STIE TRAFFIC STRIPING -DETAIL -40 I.F 22 F2.12 11-110 LA$TIO TRAFFIC STFIPING - ADVANCED STOP LINE LF 22 56 21 99 23 F2.12 iERMOPL43T TAAF;I STRIPING • YIELD MARKING EA 24 172-12 THEHMOPLASTIC TRAFFIC $T PING - 11MP LINES LF 25 F2.12 THERMOPLASTIC TRAF C TAIPINO-WHITE BA5tC CROSSWALK LF 28 F2.12 TFtFRIAGPlA57lC7i41FFICSTRIPING•Wil ECOiJTINENTRLCROSSWALK LF 27 P2.12 NERmop LASTn TRAFFIC STA PI NG - YELLOW ONYlNENYA L CROSSWALK LF 28 F2.12 THERMGPIASTEO TFIAFF C STRIPING • e- YELLOW LINE I.F 29 F2.12 THERMO LAST PAVEMENT MARKT GS • TYPE 1 ARROW EA 30 F2.12 THERMOPLASTIC PA EMEI4 MARKINGS • TYPE Ill ARROW EA 31 F2.12 HEHN1OpLA81PAVFAEENT MARKIhICl5 • TYPE iV ARRGW L8R ER 32 F2.12 TF�RMOPLAST K: 1A ENTMRRKING$ • TYPE V! ARROW EA 39 F2.12 THER PLASTIC PAVEMENT MARKINGS • TYPE NI ARROW 34 F2.12 THERMGP1J43TIC PA.. 'TMARKIN 5 • 'AHEAD' LEGEND 35 F2-12 7WERMOPLASTLC PAVEAICNT MARKINGS • "RUMP' LEGEND F2.12 THERMOPLAS7 C PAVEMENT MARKT GS •'W i-EOEND 37 F2-12 Ti RhIOPLA$TIC P VEMENT MARKINGS •'SDH " LEGEND 38 F2.12 TWERIAOPLA TlC A EAIEr,H MRRKINGS-"5 LOW'LEGEND d1A 89 F2-12 THERMOPLASTIC PAVEMENT MARKINGS"ST " LEGEND C0 P2.12 THERMDPtAETIC PAVEMENT MARKINGS • TRI1gIS' LEGEND 41 F2.12 THERMOPLASTIC PAVEMENT MARKINIS •'XING' LECIEND 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS • 5iKE LANE LW5NO 43 F2.12 THERh90PLA5YC pAVF1V1l;N1' MARKINGS -BIKE LANE SYMBOL W ETH PERSON EA 44 F2.12 THERMOPt-AST{C PAVEMENT MA NGS - 8 E I.RNE ARROW EA 45 F29I2 RLUE RAISF-D F{flE HYDRANT PAVEMENT MARKER 46 F2-12 LANE DELINEATOR FA CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - C30 April 11, 2016 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - C22 April 11, 2016 10 1 F2 -t2 I THERMOPLASTIC TRAFFIC STRIPING -DETAIL -9 Lt i 1 F2-12 THERMOPLASTIC TRAFFIC STRIPING • DETA L • 10 LF 3.859 $ 859 3 859 12 F2-}2 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 11 LF I I'M] 1 828 AU8 468 2 294 13 1 `242 THERMOPLASTIC TRAFFIC STRIPING -DETAIL- 13 Lf' 14 F2-12 rTHERMOPLASTIG TRAFFIC STRIPING - DETAIL - 21 LF l8 I 17 `1z -1K F2.12 I HkHMUrLAs I IU I mAmu 3I mIrnu - UC I Aa - JV THERMOPLASTICTRAFF;STRIPIING - DETAIL -38A LF Vla Ralnbow Glen BASE BID Item Specifics Description Unit Princeaea BASE BID Drive vaP"n` 10 BID AND ALTERNATES ALTERNATE 1 201 Section 19 1`2.12 SnaldontoMay TOTAL seam eaa TOTAL 20 F2-12 S 1 F2.4 MOBILIZATION LS 1 1 1 1 1 2 F2.2 MRINTAINING AND CONTROLLING TRAFFIC LS 1 1 1 1 1 3 F2-4 IMICHO GRINDING SF 168 21 21 130 23 — —1...., I— I S I 1 11 1 1 1 10 1 F2 -t2 I THERMOPLASTIC TRAFFIC STRIPING -DETAIL -9 Lt i 1 F2-12 THERMOPLASTIC TRAFFIC STRIPING • DETA L • 10 LF 3.859 $ 859 3 859 12 F2-}2 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 11 LF I I'M] 1 828 AU8 468 2 294 13 1 `242 THERMOPLASTIC TRAFFIC STRIPING -DETAIL- 13 Lf' 14 F2-12 rTHERMOPLASTIG TRAFFIC STRIPING - DETAIL - 21 LF l8 I 17 `1z -1K F2.12 I HkHMUrLAs I IU I mAmu 3I mIrnu - UC I Aa - JV THERMOPLASTICTRAFF;STRIPIING - DETAIL -38A LF 10 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 1,201 1 201 296 205 1,406 19 1`2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC 5 RI PING • DETAIL -39A LF 100 1a 100 21 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2.12 THERMOPLASTIC TRAFFIC STRIPING • ADVANCED STOP LINE LF 109 168 21 21 130 23 F2.12 THERMOPLASTIC TRAFFIC STRIPING -YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES 25 F2-12 THERMOPLASTIC TRAFFIC STRIP G - WHITE BASIC CR05SWALK IF, 26=FFFRMOPLASTIO MtlPLASTIC7RAFFICSTRIPING - WHITE CON TINEN7A C SWRLH LF 169 169 169 27M PLASCTRFIESTRIPING-YELLOW CONTINENTAL SS LF 28MOPLASTIC TRAFFIC STRIPING -e" YELLOW LINE LF 29RMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 36RMOPLASTIC PAVEMENT MAR INGS - PE II ARROW EA 3 3RMOPLASTIC PAVEMENT MARKINGS • TYPE IV ARROW (LSR) EA 4 4 2 2 fi 39 MARKINGS -'TRUCKS" tEl L•7�.7�J CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - C2 April 11, 2016 Bagby I Felbrldga I Oakmoor I Belnbury Bakerton IArcay Balnbury Drive Street Street Street Avenue Avenue Street Specification w,i,,,,i Item Section Description Unit Svkw 1n wanu sw rqe iu recnaw io eNNW gmvIghli to oauo E, ori w TOTAL Scwth EM D.Nhl B ,y DrYpM DCYplil SaN End OWmoor CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15.16MO109SS BID ITEM QUANTITIES - ARCAY AV April 11, 2016 Item Specification Section Description Unit oty. I F2.1 MOBILIZATION LS I 2 F2-2 MAINTAINING-, AND CaNITRO i NG ToAFF!C LS 1 3 F2.4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2.6 DIGOUTSIBASE REPAIRS SF 189 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 9 7 F2-7 SLURRY SEAL TYPE I TON 6 F2.7 SLURRY SEAL TYPE II TON 25 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING- DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 20 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING -WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTICTRAFFiCSTRIPING -WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE Ili ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW L&R EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE V1 ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 3B F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 1 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BAGBY DR April 11, 2016 Item Specification Section Description Unit aty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 172-4 MICRO GRINDING SF 4 172-5 CRACK SEALING LS 1 5 F2-6 DIGOUTSISASE REPAIRS SF 230 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 1 12 7 F2-7 SLURRY SEAL TYPE h TON e F2-7 SLURRY SEAL ITYPE II TON 9 F2-8 DOUBLE MICROSURFACE TON 16 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 'THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE 111 ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE Vll ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 IBLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 F2-12 ILANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BAINBURY ST (OAKMOOR-OAKMOOR) April 11, 2016 Item Specification Section Description Unit Oty. I F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICROGRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 597 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 29 7 F2-7 SLURRY SEAL(TYPE I TON 6 F2-7 SLURRY SEAL(TYPE II TON 22 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30A LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL .40 L 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2.12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHFTE BASIC CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING • WHITE CONTINENTAL CROSSWALK LF 27 F2.12 THERMOPLASTICTRAFFICSTRIPIN©- YELLOWCONTINENTALCROSSWALK LF 29 F2.12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW UNE LF 29 172.12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE III ARROW EA 31 F2-12 THERMOPLA ST IC PAVEMENT MARKINGS -TYPE IV ARROW (L& R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VIi ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2.12 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 36 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2.12 THERMOPLASTIC PAVEMENT MARKINGS -'STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 FP -12 THERMOPLASTIC PAVEMFNT MARKINGS -BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -HIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 46 F2-12 LANE DELINEATOR I EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BAINBURY ST (BERNINA-DELIGHT) April 11, 2016 ftem Specification Section Description Unit Oty. 1 F2-1 MOBILIZATION LS i 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS i 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 208 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 10 7 F2-7 SLURRY SEAL TYPE I TON 6 F2-7 SLURRY SEAL TYPE II TON 16 _ 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF t3 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 _ LF 77 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP UNE LF 31 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 _ _ THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL' LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW' LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS' LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING- LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA _ 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 F2-12 LANE DELINEATOR I EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BAKERTON AV April 11, 2016 Item Specification Section Description Unit Qty. I F2.1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2.4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 8 F2-6 DIGOUTS/BASE REPAIRS SF 299 6 F2.6 OVER-EXCATION REVOCABLE ITEM SF 1 15 7 F2-7 SLURRY SEAL TYPE I TON 8 F2-7 SLURRY SEAL TYPE 11 TON 17 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 1S F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 14 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - SUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 132 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW j L& R) EA 32 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'BUMP' LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND _ EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA I 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS » TRUCKS" LEGEND EA 41 172-12 THERMOPLASTIC PAVEMENT MARKINGS - "XiNG" LEGEND EA 42 F2-12 ITHERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-121HERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 I BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 F2-12 ILANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MOl09SS BID ITEM QUANTITIES - FELBRIDGE ST April 11, 2016 hem Specification Section Description Unit Qty. I F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF _ 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTSIBASE REPAIRS SF 1,913 6 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 96 7 F2-7 SLURRY SEAL TYPE I TON 0 F2-7 SLURRY SEAL TYPE II TON 9 F2-8 DOUBLE MICROS URFACE TON 84 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LP 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 26 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A _ LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 380 LF 19 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 91 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE Vi ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 2 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'TRUCKS" LEGEND EA 41 F2-12 THE RMOPLASTiC PAVEMENT MARKINGS - "XING- LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - HOT SPRINGS AV April 11, 2016 Item Specification Section Description Unit Qty. 1 F2-1 MCHILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DiGOUTS/BASE REPAIRS SF 2,929 6 F2-6 OVER-EXCATION REVOCABLE ITEM1 SF 1 146 7 F2-7 SLURRY SEAL TYPE I TON 8 F2-7 SLURRY SEAL(TYPE II) TON 59 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 _ LF 15 F2-12 'THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 'THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 _ F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 i THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&A) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 IBLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 1 46 F2-12 ILANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - OAKMOOR ST April 11, 2016 Rem Specification Section Description Unit Ory. 1 F2-1 MOBILIZATION LS i 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS i 3 F2.4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 RIGOUTS/BASE REPAIRS SF 268 6 172-6 OVER-EXCATION REVOCABLE ITEM SF 14 7 172-7 SLURRY SEAL tTYPE I TON 8 F2.7 SLURRY SEAL tTYPE II TON 30 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTiC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW L8ft EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - `BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW' LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 48 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 1 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - OLD FRIEND RD April 11, 2016 Item Specification Section Description Unit oty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 800 6 F2.6 OVER-EXCATION REVOCABLE ITEM SF 1 40 7 F2-7 SLURRY SEAL TYPE I TON 8 F2.7 SLURRY SEAL TYPE II TON 53 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 172-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINE NTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 3 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - RAINBOW GLEN DR April 11, 2016 hem Specification Section Description Unit Qty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTSIBASE REPAIRS SF 1,389 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 69 7 F2-7 SLURRY SEAL TYPE I TON 8 F2-7 SLURRY SEAL TYPE II TON 69 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 468 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 205 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 21 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THEFIMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL. CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 2 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP' LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL' LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 2 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - 'TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THE AMOPLASTIC PAVEMENT MARKINGS -BIKE LANE LEGEND EA 4'F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 6 46 F2-12 LANE DELINEATOR EA vlaakup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - STEINWAY ST April 11, 2016 Rem Specification Section Description Unit Ory. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC _ LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 140 6 I F2.6 OVER-EXCATION REVOCABLE ITEM SF 1 7 7 F2-7 SLURRY SEAL(TYPE 1 TON 8 F2-7 SLURRY SEAL TYPE II TON 5 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 48 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL " 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 135 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING -WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 2B F2-12 THERMOPLASTIC TRAFFIC STRIPING - B" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD' LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW' LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 40 F2-12 THFAMOPLASTiC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING' LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARXINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROWEA 12E2_1? BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 1 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - VIA PRINCESSA April 11, 2016 Rem Specification Section Description Unit Oty. 1 F2-1 MOBILIZATION LS I 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC _ LS I 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DiGOUTSIBASE REPAIRS SF 3.747 6 F2-6 OVER-EXCATION jREVOCABLE ITEM SF 1 187 7 F2-7 SLURRY SEAL TYPE I TON 6 F2-7 SLURRY SEAL TYPE II _ TON 9 F2-8 DOUBLE MICROSURFACE TON 395 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 3.859 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 1.826 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 1,570 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 1,201 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 140 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 149 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 169 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 2B F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 3 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L& R) EA 4 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 1 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 4 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING' LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 3 46 F2-12 LANE DELINEATOR EA 22 vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - WILDWIND RD April 11, 2016 Rem Specification Section Description Unit Qty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2.4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 1,452 8 F2-6 OVER-EXCATION REVOCABLE ITEM SF 1 73 7 F2-7 SLURRY SEAL TYPE I TON 6 F2-7 SLURRY SEAL(TYPE II TON 29 9 F2.8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING -YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - B" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"AHEAD- LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 ITHERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER 1 EA 1 2 46 F2-12 LANE DELINEATOR I EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - CENTRE PT PY (GLDN VLY-SPIRIT) April 11, 2016 Item Specification Section Description Unit Qty. 1 F2-1 MOBILUATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2.8 DIGOUTS/BASE REPAIRS SF 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 7 F2-7 SLURRY SEAL TYPE 11 TON 8 F2-7 SLURRY SEAL TYPE II _ TON 154 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF BD0 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 4,093 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 _ LF 2,040 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 1 059 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 5,107 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 172-12 THERMOPLASTtC TRAFFIC STRIPING - ADVANCED STOP UNE LF 41 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFRC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 191_ 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING -YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 8 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 14 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARXINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA Q F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'TRUCKS' LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 1 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44F2-12 THERMOPLASTIC PAVEMENT MARKINGS • BIKE LANE ARROW EA 6 45 F2-12 IBLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 2 46 F2-12 I LANE DELINEATOR EA vlookup 18 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - BEA CT April 11, 2016 Item Specification Section Description Unit Qty. T F2-1 MOBILIZATION LS 1 _ 2 F2.2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2.4 MICRO GRINDING SF 4 F2.5 CRACK SEALING LS 1 5 F2.6 D IGOU TSIBASE RE PA I RS SF 2,235 0 F2.6 OVER-EXCATION REVOCABLE ITEM SF 112 _ 7 F2.7 SLURRY SEAL(TYPE I TON 6 F2.7 SLURRY SEAL TYPE II TON 9 F2.8 DOUBLE MICROSURFACE TON 26 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF I 1 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF _ 14 F2-12 _ THERMOPLASTIC TRAFFIC STAfPING - DETAIL - 21 I.F 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THE RMOPLASTiC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STAT PING • WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 3D F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW L&R EA 32 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO' LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL' LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKING$ - "STOP" LEGEND EA 40 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS' LEGEND EA 41 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - "XING' LEGEND EA 42 F2-12 'THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 IBLUF RAISED FIRE HYDRANT PAVEMENT MARKER 1 EA 46 F2-12 LANE DELINEATOR I EA vlookup 24 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - KRISTIN LN (GROVE PARK-PAMPLICO April 11, 2016 Item Specification Section Description Unit Ory. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING $F 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 1,276 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 1 64 7 F2-7 SLURRY SEAL TYPE I) TON 8 F2-7 SLURRY SEAL TYPE III TON 9 F2-8 DOUBLE MICROSURFACE TON 100 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 36 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK _ LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARXINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO' LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS • "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 2 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 1 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 1 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 1 48 1 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - KRISTIN LN (PAMPLICO-235E) April 11, 2016 hem Specification Section Description Qty. 1 F2-1 MOBILIZATION 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC fiUnit I 3 F2-4 MICRO GRINDING 4 F2-5 CRACK SEALING 1 5 F2-6 RIGOUTS/BASE REPAIRS 1,557 6 F2-6 OVER-EXCATION (REVOCABLE ITEM) SF 1 78 7 F2-7 SLURRY SEAL TYPE I) TON 8 F2.7 SLURRY SEAL TYPE II TON 9 F2.8 DOUBLE MICROSURFACE TON 19 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 Lr 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE _ LF 22 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE'BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHFE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8` YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 172-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 'THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 1 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TRUCK$" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 ITHERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA r45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 F2-12 ILANE DELINEATOR EA vlookup 29 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - MARIAM PL April 11, 2016 Item Specl}Icatlon Section Description Unit Oty. 1 _ F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2.4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 RIGOUTS/BASE REPAIRS SF 234 6 F2-6 OVER-EXCATION(REVOCABLE ITEM SF 1 12 7 F2-7 SLURRY SEAL TYPE I TON 8 F2-7 SLURRY SEAL TYPE II TON 16 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF Z5 F2-12 'THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW JURI EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - 'AHEAD' LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL' LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS " "SLOW' LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA _ 42 F2-12 THERMOPLASTIG PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43F2-1? THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 4d F&12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 11 46 F2-12 LANE DELINEATOR EA vlookup 30 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - PAMPLICO DR April 11, 2016 hem Specification Section Description Unit aty. 1 F2.1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTS/BASE REPAIRS SF 5,948 8 F2-6 OVER-EXCATION REVOCABLE ITEM) SF 1 297 7 F2-7 SLURRY SEAL TYPE I TON 8 F2-7 SLURRY SEAL TYPE II TON 9 F2-8 DOUBLE MICROSURFACE TON 45 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC_ TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 56 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2.12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASK CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) FA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 3 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2.12 THERMOPLASTIC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12ERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 IBLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 3 46 F2-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - RON RIDGE DR April 11, 2016 Item Specification Section Description Unit Qty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 S F2-6 DIGOUTS/BASE REPAIRS SF 4,913 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 1 246 7 F2-7 SLURRY SEAL TYPE 1 TON 8 F2-7 SLURRY SEAL TYPE II TON 9 F2-8 DOUBLE MICROSURFACE TON 18 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF _ 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE 1 ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS • "XING- LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS • BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 F2-12 LANE DELINEATOR EA vlookup 33 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - SCALLION DR April 11, 2016 hem Specification Section Description Unit Oty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 3 F2-4 MICRO GRINDING SF 4 F2-5 CRACK SEALING LS 1 5 F2-6 DIGOUTSIBASE REPARS SF 1,034 6 F2.6 OVER-EXCATION REVOCABLE ITEM SF 52 7 F2-7 SLURRY SEAL JYPE I TON 8 F2-7 SLURRY SEAL jTYPE 11 TON 24 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING • DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 21 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - RUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHfiE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE Iil ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&A) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'BUMP' LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS • "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 1 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 ITHERMOPLASTfC PAVEMENT MARKINGS - "XING" LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE LEGEND EA 432-1 THERMOPLASTIC PAVEMENT MARKINGS -BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 1 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 48 1 F2-12 LANE DELINEATOR EA vlookup 34 CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - SAN FRANCISQUITO BIKE TRAIL April 11, 2016 Item Specification Section Description Unit aty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDING SF 28,892 4 F2-5 CRACK SEALING _ _ _ LS 1 5 F2-6 DIGOUTS/BASE REPAIRS _ SF 563 6 1 F2-6 OVER-EXCATION REVOCABLE ITEM SF 1 28 7 F2-7 SLURRY SEAL TYPE I TON 18 6 F2-7 SLURRY SEAL TYPE II TON 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 1,392 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 1=2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 28 LF 16 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 1,392 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 8 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE III ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&A) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VI ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "AHEAD" LEGEND EA 35 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "BUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SCHOOL" LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -`TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "XING' LEGEND EA 42 F2-12 THERMOPLASTM PAVEMENT MARKINGS - BIKE LANE LEGEND EA 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER EA 46 172-12 LANE DELINEATOR EA vlookup CITY OF SANTA CLARITA 2015/2016 SLURRY PROJECT Bid No. ENG-15-16MO109SS BID ITEM QUANTITIES - SANTA CLARA RIVER (Vi) BIKE TRAI April 11, 2016 hem Specification Section Description Unit Qty. 1 F2-1 MOBILIZATION LS 1 2 F2-2 MAINTAINING AND CONTROLLING TRAFFIC LS 1 3 F2-4 MICRO GRINDWO SF 4 F2-5 CRACK SEALING LS 1 6 F2-6 DIGOUTS/BASE REPAIRS SF 6 F2-6 OVER-EXCATION REVOCABLE ITEM SF 7 F2-7 _ SLURRY SEAL ITYPE I TON 16 6 F2-7 _ SLURRY SEAL TYPE I! TON 9 F2-8 DOUBLE MICROSURFACE TON 10 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 9 LF 11 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 10 LF 12 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 11 LF 13 F2.12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 13 LF 14 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 21 LF 15 F2-12 THERMOPLASTIC TRAFFIC STRIPING -DETAIL -28 LF 16 F2-12 THE RMOPLASTICTRAFFIC STRIPING -DETAIL-30 LF 17 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 38A LF 18 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL- 36C LF 19 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39 LF 1 2,070 20 F2-12 THERMOPLASTIC TRAFFIC STRIPING - DETAIL - 39A LF 21 F2-12 THERMOPLASTIC TRAFFIC STRIPING- DF AIL - 40 LF 22 F2-12 THERMOPLASTIC TRAFFIC STRIPING - ADVANCED STOP LINE LF 23 F2-12 THERMOPLASTIC TRAFFIC STRIPING - YIELD MARKING EA 24 F2-12 THERMOPLASTIC TRAFFIC STRIPING - BUMP LINES LF 25 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE BASIC CROSSWALK LF 26 F2-12 THERMOPLASTIC TRAFFIC STRIPING - WHITE CONTINENTAL CROSSWALK LF 27 F2-12 THERMOPLASTIC TRAFFIC STRIPING -YELLOW CONTINENTAL CROSSWALK LF 28 F2-12 THERMOPLASTIC TRAFFIC STRIPING - 8" YELLOW LINE LF 29 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE I ARROW EA 7 30 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE Ili ARROW EA 31 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE IV ARROW (L&R) EA 32 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -TYPE V1 ARROW EA 33 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - TYPE VII ARROW EA 34 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'AHEAD" LEGEND EA 35 F2-12 THERMOPL0T2C PAVEMENT MARKINGS • "EIUMP" LEGEND EA 36 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -"NO" LEGEND EA 37 F2-12 THERMOPLASTIC PAVEMENT MARK;NGS -SCHOOL* LEGEND EA 38 F2-12 THERMOPLASTIC PAVEMENT MARKINGS -'SLOW" LEGEND EA 39 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "STOP" LEGEND EA 40 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - "TRUCKS" LEGEND EA 41 F2-12 THERMOPLASTIC PAVEMENT MARKING fi - "RING' LEGEND EA 42 F2-12 THERMOPLASTIC PAVEMENT MARMINGS - 91KE LANE LEGEND EA 3 43 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - BIKE LANE SYMBOL WITH PERSON EA 44 F2-12 THERMOPLASTIC PAVEMENT MARKINGS - WKE LANE ARROW EA 45 F2-12 BLUE RAISED FIRE HYDRANT PAVEMENT MARKER _ EA 46 F2-12 LANE DELINEATOR EA vlookup APPENDIX "D" Plans CITY OF SANTA CLARITA 23920 Valencia Blvd. Santa Clarita, CA 91355 Attention: Mr. Frank J. Lujan SUBJECT: Cost Proposal for Inspection Services Project No. M0109 N V 5 April 18, 2016 Proposal No. 2016.06.0065 Quality Assurance Construction Materials Testing and for The 2015-16 Overlay & Slurry Seal Projects, City NV5 West, Inc. is pleased to present this cost proposal for Quality Assurance Construction Materials Testing and Inspection Services for the 2015-2016 Overlay & Slurry Seal Projects, City Project No. M0109. This proposal provides NV5's proposed fees for the requested services and is submitted in response to the City of Santa Clarita's Request for Proposal. A Fee Schedule for any additional services which may be required is also included. A technical qualifications proposal is submitted under separate cover. NV5 has a uniquely well-qualified team of experienced professionals and the supporting quality management systems to effectively provide whatever construction -quality assurance services that the City may require. Our team brings unique qualifications to the City of Santa Clarita, including: ➢ One of the Largest and Most Capable Testing Labs in California; certified by Caltrans (IA), CCRL, ARML, DSA, OSHPD, and AASHTO (R-18). Extensive Pavement Rehabilitation Experience with hundreds of similar projects in the past 5 years and Caltrans -Certified laboratory & staff. ➢ Accountability: Our close proximity, local staff, and effective quality systems ensure the District the most cost-effective quality assurance program. ➢ Extensive Local Experience combined with broad Regional Expertise including major infrastructure and pavement rehab. projects for both the City and dozens of local and State agencies. This proposal is a firm offer for a 90 -day period. The proposed scope of services shall be performed for the not -to -exceed price indicated in the Cost Proposal (under separate cover). NV5 appreciates this opportunity to present our proposal and we are excited at the prospect of working with the City of Santa Clarita on this exciting project. Respec�ffilly Submitted, NV5 WEST, INC. l env' S tt Moors, 1) ,, CEG, CHg ice President Attachments: Cost Spreadsheets (2) 2016 Fee Schedule Carol Harrison Client Service Manager 1868 PALMA DRIVE, SUITE A I VENTURA, CA 93003 I www.NV5 coM I OFFICE 805.656 6074 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL Wn kn o o kn kn kn kn o N� �T m O m O � C O N m n �n v-) �O M K W kn v-) o kn kn v) v-) v) O1 O kr) v') 00 Cl) 00 CN = O s9 sus s,s GOE� 4�oq s9 Iq � U) O U r0 O r M r M � rM N 0') r M r M r M r M C:) rte+ N ~ ~ o O i N O O O r O O O C) > (D Q r r r M r r r r Q cu E O w m a Mn O co "a Z N 0')0) O) c0 0) O) O) 6) w 0') a U a In E O 0 .T� a '> 0) a w E m o m CC C N w m U W = r r r N r r r r a) •V a) c CL Q a) U N C a m a) U 9 N m U O 0 i M cc i i > > m N 0 E 7 C 31 ._ CL G Q_ m 70 0- 70 C m t 7 a ca E 0 C c N m N N N N C n E CO)� Q •E m J (0 m m m m m m c a) EFL E Q Q U Q o o L a) c U N C) m ca CO C m m (0 m ~ c') a C d c U H E L MCY)(n L UI L (n L UI L ca a 2 w (..) a) 0 C i O d0 d O d O d m n� � a) a LL. r r r Cl) w E C7 0 Cp OLo E Lo E Lo E E m N m m m m 0 m C_ f� 7 7 ti 7 (O N 0 0 cmi p U r ++ L E a) •- L E a) - L E a) .- L E a) •- L a) L a) L a) L a) L (U Q. a r c (n c N d m a-- a- - d d d d a- a) o Y ai z o r r r21r r r r r r "' Q .> c ai Co Xy CD (n cn W C (D a w =C) o� c ) .aw m a Q O a) = U •° E � o o u a m �N a (D i0 v L a) c m Q a) c L a) (D � U m - m a) 6 a a L a) U) o � l3 a) > O O m N U m w U X U U Ln O E m U (U 0 m EU o •� m 0 O 3 N C L Q U L a) Q � i Q O ) m 0 c a) O m m L a L U)_= E E T �' (D Q U)Q = cn Vo o N��,oEE3� M0')E m N m y@ m v ami70 CL N O 0) p C m m m n o .H mw cv O L N f-- N C) � O (O (0 f— U H m a) o - m H 1� d O r 00 U) O N CO (O = n m n o V E r iz ++ N N co a) M N Mm CO c m E O Ea m in to W __ H U 5 H Z �Na� U U U U U U U U o�a v mt._ `j W ^V � W �o c '�- a .Q a E U cm cn +�+ d m 0 0 Cl) 0 O U N O O t- o O O O o O kn O o 0 a+ O 00 [- \10 I'D 110 00 00 00 [l O kn kn fA O 00 [- kn kn v� N N N N 00 00 c (,) 'C N 00 06 N N N N N-- N r. •-- O O ,a N N d a c m r K LU `° ~ c) ~ m c C) C E 69 69 69 69 64 69 64 N (n � _ F 0 a) d� 69 59 59 59 59 59 69 59 O rn a � r+ N > � 6R� 91) � � � GO,) GI) 3 0 0 O _ c U) Q.0 p) 0 C a m m �' 3 M L O O LO O O O O O 04 O LO O Q O 0NLONNNr ++ rO _ to ca m U) W � aQi C> -F, U) U co U m N (1) _0 : , "O -Q w - co O CL U i cB OU u 3 N w O (C0 CO M t U) 0) 4- 0 EC O N 4- co a) .N a) a) O) _0 7 N U Q _0 5 N U Q CO (N O O cn O L U O L U C +-: O L cn C 4--� U U E C 0 o c L Q a) C rn � � (U L � cn � � fo L cLo U � E O cn O O U =' a O -L-m C U) X U - m N a) �) _ Q C U coN U c0 N m > U O N a) 9 x _ c-- N S X m u, a C U U a) C U a) c U a) C a) V) 0 O u1 Cn U) L C Q U '+-� +-' C Q U '+-' +-' "O C a C .0 ° `° a) O Q- �_ a�'i ai Q a) Y �_ Q a) — O �_ L U o U (n o m 0 � E m a = > Q a--� = cn a) .. a3 cn 'O C C U �-' (0 fn a C C C M E V U a Z3 F p NN LL L U }L, u1 s CDCD N O C N cu Q C N a) (u Q U) N L �_ a) _ rn O N C O a CL L C Q Q >, m � _0 .c U O m ma�c// CY L L0=3 i1 L-0 0 i •C Q f`1 n C V% W .� -0 m -O O m C U O O 00 m O O7 m Q O in o cn LU O O U ccn: L C 2 j a) O� Q L C 0 j N O N a) U w N c c N m m N-0 U= a) + a) c O L E U U O) L E U U p) a) p L rn E cC0 O 0 -O m Q M Q 00 N O M Q N Q O C -C Q cn p °' a) N- C C L LLJ a) U U a) U7 C E L a7 U U a) 6 U C E L m U O E o U L m a U 7 a +. i p Y }' Q a) O Q cn C O p U N Q u) C O p U p) (n N Q) O N U C O 0 Q O C O Q O _ o - o E p Q C C c 0 j .L cn 0) c 0 j .L cn 0) = H 0 U m N U U U (6 fL6 C o V O 0 U O (E 0)-C U)i Z, a o W a) .� I- _0 Q CQ C 'E E a) CQ C C L •L C 7 7 a) a< E F E a° ° a a -i._ o �._ C) U 0 o Qa Z L- M M C cu O V M, N M 0 T- C) O T E1 T L 6 O w a o Z �_ N m� 4 O O O O O O O O O O o -a Il- OO I-- LO co (D I,- r � LO W O (A (A 0) N (D M M M cl d N r O� = O r U x W (f) (f} EA (f} b4 Ef} (f} 60- (f} 69} 64 LO v) y = O r M N U 69} F!j 69 69 69 69 69 69 69 64 0 F lC G CO (D O (0 (fl (D (D CD (D (0 U)cn d � F Cj A M M ch M M M M co co M O N E Z co Q N N N N N N N N N N F � � cn LU M T d co L6 r r r r r r r r r r i1 L v/ = O •Q!_ a a !_ I_ v M M MOa a a co -1 Q Q Q Q O V L O O O O L O i 0 ( i 't C d r U) v cn v cn v cn =) c 0) c 0) c cm c 0) N C c C C: � W Q 6 Q O —O O O O N N N N O F Q O Q• O Q. 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Q 4) O rte+ N Z a) O Q O O N C U N O U O-2 f 0 N N V) N .N In C p-0 •s CLU) S la L O) N C N :_ O N O Q N N C a) U > N U ;4l L 1 CO .0 a) Co C O L Q C ca A p E C C N a -00 Q � � ;_ O 1.1. CV .0 L -C CD cu "=IX C�LOS7 O 00 Cu � Q w 0) p U " -C0 L a i cu Q C i U L a) 0 Q O? 'O E N = O E U U s % C E D Q c)'C—I) � U C p Cu) U N a)Q cu. N, cp C0 U N W C6 i s-• O- � 1 C O L C O C .a) OL �, i U a) O V) C Un CO C C U C C Q> O N Qcu O> N Q C C O .� O) S U t T L- y a)C U O .0 — Cu >, >i "' O U .L Cu O [ Q .-- LO •� U O U 7 >' C o o c a .E a- 0 Cd -1 E- U E 6 Vl O ' U 1 C L O 1 : 0 O R 1 N m Qu i m E `m a C cu N N fu O U) � a � (U 0) N to — D N Z N Q 0 0 Q) U rL O E 0) O C N a C (6 n E An 0 .0 l0 a L � N 7 � � U_ 3 C CB O U w � U3 _ O O U Un O 3 c m 1 U Q O U a) w cu U N C N a) j _ U > N U CO .0 a) N N O Q a) a) O O N a Q � � ;_ Q R7 L � Q _ N X g cu Q a 2 a� 'O E N = —_ IOU % C ca L r -- C S. V> �i _ Cu i OC L Cu C O . Q L p � cu T L- O 7 LO Cu a) � In 4- a) C p C N O Cu Q Q L Ca L p) U u) N N C L CT O CD .0 O C6 > Q C V> Cu O C U t CU U 4- C L C > O O CT a) O U U __ O) C C O U Cu 0) C C N �-C S E �' Q E C C E ("D 'C CU - CQ U E FL w U U Cru C l0 O 2 C 0 fl �i a c E m w o N N m UO (U .2 UT .0 Q ; C L E -°0 0 U N U ZT i C > C o U ❑ U N O 2• -0 O U lu an � � N�V�5 NV5 WEST, Inc. Geotechnical, Envitanmental, & Construction Materia! Engineering & Testing Consultants GENERAL CONDITIONS Testing Samples - An hourly preparation charge will be added to all samples submitted that are not ready for testing. Turn -Around -Time - Standard TAT indicated in superscript. RUSH: 50% surcharge. Sample prioritized over other samples in que. PRIORITY: 100% surcharge: Completed as fast as possible per method. See notes regarding TAT at bottom of page 3. Project Setup — A $165 fee applies for setup and administration of On - Call agreements and contracts less than $3,000. Scheduling - A minimum of 24-hour notice is required to schedule personnel (48-hour for DSA projects). For same-day scheduling, a 50% premium applies. Same-day cancellations will incur a 2 -hour charge for technicians or a 4 -hour charge for inspectors. 2016 FEE SCHEDULE over 12 hours in one day or over 8 hours on the 7th consecutive day, or work on holidays will be charged at 2.0 times quoted rates. Holidays - New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day and the following Friday, and Christmas Day. For holidays falling on Saturday or Sunday, the closest previous or following regular workday will be observed. Project Management & Report Distribution - All assignments are under the supervision of a Registered Professional Engineer. Engineering time of 0.1 hour per inspection day or %2-hour/week (min) will be included for scheduling, report review, and data evaluation. Up to 2 hard copies of reports are provided at no additional charge. Additional hard copies will be billed at $2 per report. Outside Services / Subcontractors - Cost plus 15%. Minimum Charges — Special Inspections: A minimum charge of 4 Prevailing Wage — Client agrees to notify the Laboratory, in writing, of any requirement for payment of California Prevailing Wages or other hours applies to inspection call -out between 0 and 4 hours. Eight (8) predetermined contract wage condition. Client agrees to indemnify hours will be charged for work performed over 4 hours up to 8 hours. NV5 against all costs related Client's failure to notify Lab of Technicians: Minimum charge of 2 hours applies to technician call -out predetermined wage requirements. between 0 and 2 hours. Additional time charged in 2 -hour increments. Sample Disposition — Unless previously arranged, all samples will be Travel — Hourly travel is charged portal-to-portal for technicians. Travel disposed of upon completion of testing. Any samples suspected of charges are normally waived for special inspectors within 25 miles of contamination will be returned to Client. if requested, retained samples our laboratory. Mileage/Trip Charges charged at rates listed below. may be archived for a specified period for an agreed monthly fee. Per Diem — Per diem will be charged at 1.15 times the Federal (GSA) Certified Payroll — A $45 per week, per project processing fee for rate for all out-of-town assignments unless otherwise arranged. Certified Payroll will be assessed on Prevailing Wage Projects. Overtime Rates - Rates are based on an 8 -hour workday between the Escalation — Listed rates are subject to annual escalation consistent with hours of 7:00 a.m. and 4:00 p.m., Monday through Friday. Work the Consumer Price Index (www.bls.gov). Prevailing Wage labor rates outside of these hours or in excess of 8 hours in one day or over 40 will be adjusted in accordance with DIR mandated increases plus 50%. hours in one week will be charged at 1.5 times the listed rates. Work (http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm) I. PROFESSIONAL, TECHNICAL, & SUPPORT STAFF (Hourly rales unless othenvise indicated. Charges are portal -to portal fro"r/tn NV5'.c lab) A. Professional Staff Standard Principal Engineer/GeologisUConsultant $180 Senior Engineer/Geologist/Consultant (PE, CEG) $155 Project Engineer/Geologist/Consultant/Manager $130 Staff Engineer/Geol ogist/Consultant $105 B. Field Sampling, Inspection & Testing Prevailing Wage Standard Special (Deputy) Inspector $98 $84 (Concrete, PIT Concrete, Masonry, Structural Steel, Fireproofing, Pile Driving) Roofing/Waterproofing Inspector $98 $88 Concrete/Asphalt Batch Plant Inspection $98 $82 ACI Concrete Technician $96 $80 Senior Technician* (Soil/Asphalt/Special Testing) $98 $85 Nondestructive Exam/Testing (UT/Mag Part./Dye Pen.) $98 $88 " .Sen•ices such as: rnrc/eur gorge, 'Schmid/ Harmner-", pachometer, lorgue lesls and pull tests are perfamed by ,Senior technicians. $65/day C. DSA / OSPHD Inspection & Testing Prevailing Wage/ Standard Project Inspector/ IOR, DSA Class I $105 Project Inspector / IOR, DSA Class II/Ill $90 DSA Masonry / Shotcrete Inspection $100 $90 DSA Form 5 (Inspector Qualifications) $55 ea. Special Inspection Verified Report (SIVR/VR) $195 (min.) ea. Laboratory / Geotech. Verified Rpt (DSA 291/293 — Test Only) $395 (min,) ea. Combined Lab Verified Report (DSA 291 —Tests & Inspections) $545 (min,) ea, D. Sample Pickup Delivery. & Mileage Standard Sample Pickup/Delivery (>25mi, radius or Lab)— plus applicable unit price $60/hr Saturday Pickup (hourly, 4 hr minimum, plus mileage) $90 /hr Mileage— Field Vehicle ($30/day minimum charge) $0 65/mi Mileage — Coring Truck $0.75/mi Vehicle— Field Truck $55/day Trip Charge (wilhin 25 radius of Lab; if>25 mi hourly + mileage) $30/trip 2016 NV5 West Fee Schedule.docx E. Support Staff & Special Services Prevailing Wage Standard Laboratory Technician $90/hr File Search, Reissue of Report $45/hr (min.) Certified Payroll Admin, (0.5 hr min./wk) $70/hr Court Appearance and Depositions (4 hr min) $295/hr Drafting/CADD $70/hr Clerical $60/hr II. MATERIALS AND EQUIPMENT A, Equipment Rate L Air Meter (Concrete) $45/day 2. Calibrated Ram (Pull test) $75/day 3. Ceiling Wire Dead -Weight Equip. $110/day 4. Concrete Relative Humidity Meter $265/day 5. Concrete Slab Moisture Emission Kit $55/ea 6. Floor Flatness (plus labor —4hr min) $575/day 7. Generator $65/day 8. Ground Penetrating Radar (GPR) — (plus labor— 4 hr min) $385/dy 9. Magnetic Particle Equipment & Consumables $50/day 10. Nuclear Gauge $25/day IL Pachometer (Rebar) Survey Equipment $85/day 12. Schmidt Hammer $55/day 13. Skidmore Wilhelm, per day $125/day 14_ Torque Wrench (Large), per day $50/day 15. Torque Wrench (Small), per day $15/day 16. Ultrasonic Equipment & Consumables $60/day B Diamond Coring (min. charge= field time w4ravel + I hr. mob./demob.) 1, Machine, truck & 1 operator (accessible flatwork only) $195/hr $160/hr. 2, Machine, truck, operator and helper $290/hr 245/hr. 3. Coring Bit Charge $3/inch 4. Coring truck mileage (portal to portal) $0.75/mi 5. Traffic Control Per Quote CCRL��AMRL �' 'AN& NV5 is certyled or approved by DSA, OSHPD, CCRL, AMRL, AASH70, & Caltrans. Page 1 of 3 NV5 WEST, INC. N V 5 2016 FEE SCHEDULE III. LAB TESTS: AGGREGATE & SOIL A Soils - Geotechnical $ 110 ] . Atterberg Limits (LL and PL) — ASTM D4318, CTM 204 o $ 150 2, Consol idation (up to 9 Load/Rebound Pts) — ASTM D2435 e $ 340 3, Collapse — ASTM D4546 a $ 165 4. additional Load Increment (Consol./Collapse) — per pt, $ 40 5, Direct Shear, remolded sample — ASTM D3080') $ 285 6, Direct Shear, undisturbed (ring) sample — ASTM D30 80 ° $ 265 7, Expansion Index— ASTM D4829" $ 160 8, Permeability, Constant Head— remolded - ASTM D2434, CT 220 ° $ 445 9. pH (soil) — ASTM D4972 c $ 35 10, Resistivity— ASTM G57 c $ 60 11, Resistivity (Minimum), includes pH — CTM 643' $ 155 12. Soil Cement— Moist, -Dens, or Sample Prep set of 3 - ASTM D558 $ 240 13, SoilCement— Wet -Dry Durability — ASTM D559 $ 1100 14. SoilCement— Compressive Strength — ASTM D1633 $ 60 15. Soil Classification — ASTM D2488 — Visual -Manual A $ 45 16, Soluble Chloride (soils)' $ 80 17. Soluble Sulfate (soils)' $ 80 18, Unconfined compression on prepared specimens $ 120 B Particle Size Analysis ] , Sand equivalent (ASTM 2419, CTM 217) A $ 110 2, Sieve #200 wash only (ASTM D1 140, CTM 202) n $ 75 3, Sieve (coarse or fine only, no wash — ASTM CI 36, CTM 202) A $ 90 4. Sieve (coarse & fine w/ wash — ASTM C 136, CTM 202) A $ 105 5, Hydrometer w/ Fine Sieve(ASTM D422, CTM 203) a $ 185 6. Hydrometer w/ Fine & Coarse Sieve(ASTM D422, CTM 203) u $ 210 C Moisture Density Relationship 1. Max. Density -Opt Moisture (4 in. mold) — ASTM D1557, D698 A $ 175 2, Max, Density -Opt Moisture (6 in. mold) — ASTM D1557, D698 A $ 195 3. Max. Density -Opt Moist. w/ Rock Corr. — ASTM DI 557, D4718 A $ 295 4. Maximum Density Checkpoint (4 in. mold) A $ 75 5, Moisture & Dry Density (ring samples)" $ 22 6, Moisture determination (aggregate samples)" $ 35 7, Caltrans Relative Compaction (Wet Density) — CTM 216" $ 225 D Aggregate, Soil & Rock 1, Abrasion Resistance by LA Rattler — ASTM C131, CTM 211 $ 185 2, Absorption, sand or gravel — ASTM C 127, C128 n $ 60 3. California bearing ratio (CBR) with expansion— ASTM D1883 e $ 410 4, Cement Treated Base (CTB), compact, cure & test" $ 260 5, Cement Treated Base — compression (make, cure, test — 3 spec) $ 565 6. Cement Treated Base— stability $ 525 7, Clay lumps and friable particles, per primary size—ASTM C142 c $ 1 ] 5 8, Cleanness Test—CTM 227" $ 130 9. Crushed particles, per primary size' $ 165 10, Durability Index ($120 per size fraction) — CTM 229" $ 215 11, Fine Aggregate Angularity — AASHTO T304 n $ 175 12. Flat & Elongated Particles (per bin size) — ASTM D4791 c $ 190 13, Lightweight pieces, per size fraction — ASTM C 123 c $ 400 14. Lime content oftreated materials (by titration) $230 a, Lime content curve determination, for each material $ 495 b. Lime content, including untreated control sample $ 245 15. Mortar making properties of Sand ASTM C87 ° $ 380 16. Relative Mortar Strength - CTM 515 ° $ 410 17, Organic Impurities— ASTM C40, CTM 213 ' $ 80 18, Petrographic Analysis of Gravel — ASTM C295 (single grading)' $ 450 19. Petrographic Analysis of WC Sand — ASTM C295 (pre -graded)'' $ 850 20. Potential Reactivity Test ASTM C289 Chemical Method ° $ 495 21. Potential Reactivity ASTM C227 Mortar Bar Method (3 month) E $ 785 Each additional month $ 118 22. Potential Reactivity Test ASTM C1260 Rapid Method $ 625 23. Potential Reactivity ASTM C1293 Mortar Bar w/ Pozz (12 month)" $ 1600 Extend to 24 -months add (C1293 requiressp,Grrn. & unit weight) $ 800 24. Potential Reactivity Test ASTM C1567 Rapid -Cement Combo", $ 760 25. 'R' Value (HVEEM) (Treated material by quote)" $ 315 26. Rip Rap, Slope Protection, Quarry Stone Acceptance Per Quote 27. Specific gravity w/ absorption -coarse (ASTM C127, CTM 206)x' $ 110 28. Specific gravity w/ absorption -fine (ASTM C128, CTM 207)" $ 130 29, Sulfate Soundness, 5 cycle test per primary size — ASTM C88 ° $ 365 30, Uncompacted Void Content of Fine Aggregate — AASHTO T304 $ 175 31 Unit weight— ASTM C29 $ 72 E Dimensional Stone Tests 1. Compressive Strength — ASTM C170 ° $ 95 2. Water Absorption & Density — ASTM C97 (3 required) ° $ 65 3. Modulus of Rupture — ASTM C99 ° $ 115 4. Flexural Strength — ASTM C880 ° $ 130 (Comp„ MOR & P'lex Slr. require 5 samples ea, in wet & dry conditions //& 1 to rift) (All prices are for prepared samples. Culling and machining charges are extra) IV. LAB TESTS: CEMENT, CONCRETE, & MASONRY A Cement 1, Grab sample (CCR Title 24) includes 1 year storage $ 55 B Concrete E Absorption - brick, 5 required — ASTM C67 ° 1. Cement content of hardened concrete — ASTM 1085 '' $ 550 2. Concrete compression: 6x]2cylinders — ASTM C39A $ 25 3. Concrete compression: 4x8 cylinders — ASTM C39 A $ 20 4. Concrete cyl Inder pickup: 6x] 2 (>25mi., radius of Lab add hourly pickup rate) $ 9.50 5. Concrete cyl Inder pickup: 4x8 (>25mi, radius of Lab add hourly pickup rate) $ 7,50 6. Concrete cylinder mold (w/ lid - spare) $ 6 7 Concrete core compression test — ASTM C42 c $ 45 8 Concrete Trial Batch (includes 6 compression tests) $765 9. Concrete Mix Design Review (excludes testing & revisions) 11. Compression test, mortar specimens $230 10, Concrete mix proportion revision $ 30 $150 11. Density ofconcrete cylinder (unit weight)' 14. Linear shrinkage, masonry unit, 3 required — ASTM C426 E $64 12. Drying shrinkage — ASTM C 157 (set of 3, 5 ages) " $ 42 $495 13. End preparation of cores, diamond sawing, per cut 17. Shear test on masonry core — CBC 2105A.4" $15 14, Flexural beam pick-up (>25mi, radius of Lab add hourly pickup rate) $ ] 90 $38 ea 15, Flexural strength, 6"x6" beam — ASTM C78 & C293 A 20. Visual Examination & Photo -document Core— CBC 2105A.4 $78 16, Shotcrete/Gunite core compression test (not including coring) $35 17, Coring of Shotcrete/Gunite panel in laboratory, each core $50 18. Shotcrete/Gunite panel pick-up (>25mi radiusof Lab add hourly pickup rate) $38 19. Lab trial batch, not including specimen tests - ASTM C192 Per Quote 20. Lightweight. insulating concrete compress, 4 req.. — ASTM C495 $50 21. Lightweight insulating concrete — unit weight (oven dry) $95 22. Modulus of elasticity, 6"x12" cylinder— ASTM C469 ° $215 23. Petrographic analysis of hardened concrete — ASTM C856 (per core) ' $950 24. Poisson's Ratio on 6"x12" cylinders — ASTM C469 ° Per Quote 25. Splitting tensile— ASTM C496 ° $175 26, Non -Shrink (Dry -Pack) Grout— 2"x2"x2'; set of 3 $96 C Masonry E Absorption - brick, 5 required — ASTM C67 ° $ 75 2. Absorption - masonry unit, 3 required — ASTM Cl 40 ° $ 54 3. Compressive strength, brick, 5 required — ASTM C67 ° $ 45 4. Compression - masonry core' $ 45 5. Compression - masonry prisms 8"x 8" — ASTM C1314 (other sizes by quote— may require cutting charge) $ 150 6. Compression - masonry unit, 3 required — ASTM C140° $ 80 (requires absorption/unit weight tests for Net Area) 7. Dimensions—masonry unit, 3 required') $ 42 8. Masonry Prism Pickup (ea.) $ 45 9. Masonry Unit Acceptance Test — ASTM C140 ° $ 585 (includes absorption, compression, dimensions, unit weight) 10. Compression test, grout specimens $ 30 11. Compression test, mortar specimens $ 30 12. Diamond sawing of masonry specimens, if required (minimum) $ 30 13. Efflorescence, first unit @ $125, each additional @ $ 54 14. Linear shrinkage, masonry unit, 3 required — ASTM C426 E $ 98 15. Modulus of rupture, brick, 5 required — ASTM C67 ° $ 42 16. Moisture content - masonry unit (as received),3 req'd— ASTM C140 ° $ 42 17. Shear test on masonry core — CBC 2105A.4" $ 105 18. Tensile test on masonry block $ ] 90 19. Unit weight, masonry unit, 3 required — ASTM C140 ° $ 45 20. Visual Examination & Photo -document Core— CBC 2105A.4 $ 45 Standard Turn -Around -Times (where applicable TAT indicated in superscript): A-3 working days B-5 working days C-7 working days D— 10 working days E—>10 working days TAT indicates testing time under typical conditions and is subject to change. Page 2 of 3 NV5 WEST, INC. N V 5 2016 FEE SCHEDULE V. LAB TESTS: REINFORCING & STRUCTURAL STEEL A General Testing 1. Processing mill certification (each size & heat) $20 ea. 2. Rockwell or Brinell Hardness, average of three readings $35 ea. 3. Zinc coating, each item (includes Haz Mat Fee) c $215 B Reinforcing Steel $ 35 1, Deformation, reinforcing steel c $60 2. Pre -stress, strand or wire, tensile & elongation ° Per Quote 3, Proof test on post -tension assembly Per Quote 4. Bend Test (rebar) c $50 5, Tensile test (rebar), up to & including #8 c $55 6. Tensile test (rebar) #9, #10, # 1 1 ° $95 7. Tensile test (rebar) #14, #18" $215 8, Rebar Mechanical Coupler (Tension) Test (up to #1 1 bar)" $215 C Structural Steel $1,450 1. Cutting & machining charges cost+ 15% 2, Bend test, structural, all sizes $75 3. Tensile test, structural, <3/," cross-section (cutting & machining extra)* $75 4, Tensile test, structural, >'/<" cross-section (cutting & machining extra)* $125 5. Flattening test of pipe $65 *Tensile and yield by percent offset, add $85 $3,700 D High Strength Bolts 1, DSA -Certified High Strength Bolt Set ea. (Bolt, Nut, & Washer) ° $ 335 2. Bolts - proof load (non -DSA) ° $ 45 Bolts -ultimate load $ 65 Bolts - hardness" $ 35 3. Nuts - proof load" $ 45 Nuts - hardness° $ 35 4. Washers - hardness" $ 35 E Welding Procedure and Welder Qualification Tests Coupon thickness (mild steel only) to 3/8" over 3/8" 1, Fracture bend (fillet) $45 2. Macroetch $55 ea. 3. Free bend $65 4. Nick break $45 ea. $35 5. Side, face or root bend $28 ea. $35 6. Tensile $40 ea. $50 7. Welder Qualification Records $115 Includes evaluation oftest specimens and preparation of Stamped Welder/Procedure Qualification Records per applicable code, *Welder qualification examinations are given in our laboratory or a1 fabricator's shop with 4 -hour minimum witnessing charge. "Fees listed are for tests only. Sample preparation, coupon machining, etc., will be charged at applicable hourly lab rates and cost plus 15%. for Outside Direct Costs. VII. ASPHALT & ASPHALTIC CONCRETE A. Emulsions And Slurry Seals 1. Consistency test - ASTM D3910" $95 2. pH determination" $75 3. Oven cook off (% residue) " $100 4, Solids content by evaporation and ignition extraction (slurry) A $225 5. Wet Track Abrasion - ASTM D3910 (prep. not included) A $270 B. Asphaltic Concrete, Aggregate And Mixes 1. Bulk Specific Gravity (HVEEM - 3 pt. LTMD) CT308 / T166" $220 2. Coring ofasphaltic concrete- See Section E Diamond Coring 2. Density of Sprayed Fireproofing pr 3. Extraction, % bitumen and sieve analysis following method): A - 3 working days; B - 5 working days; C - 7 working days; Ignition Oven Method -CTM 382, 202" $235 Solvent Extraction Method - ASTM D217213 $395 4. Extraction, % bitumen only Standard TAT indicates anticipated testing time under typical conditions and is Ignition Oven Method -CTM 382 A $155 Sol vent Extraction Method - ASTM 2172 1' $305 5, Film stripping - CTM 302c $165 6. Gyratory Compaction, 6" specimen, Lab Mix* - AASHTO T312 ° $350 7. Gyratory Compaction, 6" specimen, Plant Mix* - AASHTO T312 ° $300 * Add $l10forAsphalt Rubber 8. Hamburg Wheel Track-AASHTO T32413 $1,450 9. Ignition Oven Correction Factor - CTM 382 ° $650 10, Marshall -Stability and flow (core) - ASTM D1559" $125 11. Marshall -Stability and flow (bulk) - ASTM D1559 ° $325 12, Marshall - Specific Gravity " $225 13. Mix proportion - Marshall Method" $2,900 with R.A.P. ` $3,700 14. Mix proportion -HVEEM Method" $2,700 with R,A.P." - $3,500 15, Theoretical Maximum Specific Gravity (RICE)- D-2041, CT 309" $200 16. Moisture content- ASTM D-1461 " $115 17, Moisture Susceptibility - AASHTO T283" $2,550 18. Recovery of Extracted Asphalt (extraction only) - ASTM D5404 ° $250 19, Recovery of rubber from ARHM extraction" $315 20, Specific gravity of core- ASTM D2726" $60 21, HVEEM Stabilometer test on premixed sample - CTM 366" $185 Stabilometer test and mixing of sample ° $400 22, Surface Abrasion - CTM 360 c $525 23. Resistance to Moisture Induced Damage (untreated) - T-283, CT 371 " $2,650 24. Resistance to Moisture Induced Damage (lime) - T-283, CT 371 " $1,850 NOTE: Where prices are listed for mix proportions, the necessary specific gravity tests and sieve analyses are included; however, aggregate and asphalt qualification tests are not. VL MISCELLANEOUS CONSTRUCTION MATERIALS TESTS 1. Calibration Certificates Per Quote Standard Turn -Around -Times: (where applicable TAT indicated in superscript 2. Density of Sprayed Fireproofing pr $85 following method): A - 3 working days; B - 5 working days; C - 7 working days; 3. Roof Tile Strength g $95 D - 10 working days; E - >10 working days 4_ Roof Tile Absorption $75 Standard TAT indicates anticipated testing time under typical conditions and is 5. Roof Cut Tests (total weight only) $85 subject to change. RUSH TAT prioritizes testing over other samples. PRIORITY 6, Jobsite Trailer or Mobile Laboratory Per Quote TAT dedicates technician to complete test as quickly as possible per the method 7, Universal Testing Machine (Hourly) $150 specifications - hourly charges will apply for weekend or holiday work, 8, Ground Rod Test (plus travel) $175 Akllq� AASHTO R 1 B ACCRMTEa LABORATORY ADDITIONAL TESTS: NV5 performs a broad spectrum of field and laboratory testing, This Fee Schedule lists only the most common tests performed, For information regarding additional testing services, please contact our laboratory. Page 3 of 3