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2017-05-09 - AGENDA REPORTS - 16-17 OVERLAY AND SLURRY SEAL (2)
0 Agenda Item• 3 CITY OF SANTA CLARITA AGENDA REPORT MR CONSENT CALENDAR a. CITY MANAGER APPROVAL: fAl DATE: May 9, 2017 SUBJECT: 2016-17 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM, PROJECT M0115 - AWARD CONSTRUCTION CONTRACTS DEPARTMENT: Public Works PRESENTER: Damon Letz RECOMMENDED ACTION City Council: 1. Approve plans and specifications for the overlay portion of the 2016-17 Annual Overlay and Slurry Seal Program, Project M0115. 2. Award the overlay construction contract to Toro Enterprises, hic., in the amount of $5,659,247, and authorize a contingency in the amount of $950,000 for a total contract amount not to exceed $6,609,247. 3. Approve plans and specifications for the slurry seal portion of the 2016-17 Annual Overlay and Slurry Seal Program, Project M0115. 4. Award the slurry seal construction contract to Sierra Nevada Construction for a total contract amount not exceed $1,611,007, including contingency. 5. Authorize an expenditure in the amount of $848,062 and a contingency of $84,806 for total amount of $932,868 to Twining, hic., for a professional services contract to provide project inspection, materials testing, and construction management support for overlay and slurry seal projects. 6. Authorize an increased spending authority to the existing engineering design services contract with Pavement Engineering, Inc., for the 2016-17 Annual Overlay and Slurry Seal Program, Project M0115, in the amount of $60,000, and a contingency of $6,000 for a total contract amount not to exceed $439,329. Page 1 Packet Pg. 16 0 Authorize the transfer of $825,958.49 in project savings from the 2015-16 Annual Overlay and Slurry Seal Program Account M0109233-5161.001 to the 2016-17 Annual Overlay and Slurry Seal Program Account M0115233-5161.001. 8. Authorize the transfer of $86,366.43 in project savings from the 2015-16 Annual Overlay and Slurry Seal Program Account M0109601-5161.001 to the 2016-17 Annual Overlay and Slurry Seal Program Account M0115601-5161.001. 9. Authorize the City Manager or designee to execute all documents, subject to City Attorney approval. 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 2016-17 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 2017 and be completed by the end of September 2017. 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 (February 28, March 1, and March 2, 2017), 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 April 4, 2017. The results of the bids are shown below: Comnanv Toro Enterprises, Inc. C. A. Rasmussen, Inc. All American Asphalt Sully -Miller Contracting Company Palp, Inc., DBA Excel Paving Company Location Oxnard, CA Santa Clarita, CA Corona, CA Brea, CA Long Beach, CA Bid Amount $5,659,246.82 $5,7331353.27 $6,1771000.00 $6,223,000.00 $6,278,523.70 Staff recommends awarding the overlay construction contract to the lowest responsive bidder, Toro Enterprises, Inc. The contractor possesses a valid state contractor's license and is in good standing with the Contractors State License Board. The bid from Toro Enterprises, Inc., 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 responsive bidder. Page 2 Packet Pg. 17 For the slurry seal portion, an invitation to bid was prepared and published three times (February 28, March 1, and March 2, 2017), 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 April 10, 2017. The results of the bids are shown below: Company Sierra Nevada Construction, Inc. Pavement Coatings American Asphalt South All American Asphalt VSS International Intermountain Slurry Seal Location Bid Amount Sparks, NV $ 8119007.00 and based on the evaluation, Jurupa Valley, CA $ 845,945.86 a 100 -point scale. Fontana, CA $ 906,675.31 Corona, CA $ 987,122.64 West Sacramento, CA $ 989,406.46 Elk Grove, CA $19059,088.00 Staff recommends awarding the slurry seal construction contract to the lowest responsive 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 bids were lower than the original engineer's estimate, creating a construction contingency that permits the City to develop a larger pavement preservation program and include additional street resurfacing requests ordered by the City, once the design is complete. By adding backlog streets to this year's pavement preservation program, the City will benefit by scheduling these additional streets at the current low bid prices, while completing the project in a timely manner. The construction contingency requested will also cover the cost for unforeseen site conditions, such as potential utility conflicts and abandoned utilities not shown in record drawings, as well as change order requests made by the contractor. Since the bids were lower than the engineer's estimate and the 2015-16 Annual Overlay and Slurry Seal project had savings, staff recommends an increase in spending authority to the existing engineering design services contract with Pavement Engineering, Inc., in the amount of $60,000 and a contingency in the amount of $6,000 for an amount not to exceed $439,329. This will allow staff to expand the number of streets in the 2016-17 Annual Overlay and Slurry Seal Program. 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 proposals from three firms on March 27, 2017. Staff reviewed the proposals and based on the evaluation, scored the firms on a 100 -point scale. Page 3 Packet Pg. 18 Rank Company Score 1 Twining, hic. 96.75 2 Pavement Engineering, Inc. 90.75 3 NV5 West, Inc. 89.25 Location Long Beach, CA San Luis Obispo, CA Ventura, CA Proposal Amount $848,062.00 $947,558.00 $720,358.00 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 Twining, Inc., in the amount of $848,062, and a contingency of $84,806 for an amount not to exceed $932,868. Twining, 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. Additional budgeted funds of $409,574.10 will be utilized for survey, construction management, labor compliance, staff oversight, and miscellaneous project administration cost. The cost breakdown for the 2016-17 Overlay and Slurry Seal Program, Project M0115 is: Overlay Portion $6,609,246.82 Slurry Seal Portion $1,611,007.00 Inspection and Material Testing $ 932,868.00 Additional Engineering Design Service $ 66,000.00 Total Awarded $91219,121.82 ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Funding for the 2016-17 Overlay and Slurry Seal Program was appropriated as part of the Fiscal Year 2016-17 budget process in expenditure accounts M0115230-5161.001, M0115233- 5161.001, and M01 15264-5161.001. hi addition, the requested transfer of project savings from the 2015-16 Annual Overlay and Slurry Seal Programt of $912,324.92 of TDA (233) funds and General Fund (601) to the 2016-17 Annual Overlay and Slurry Seal Program, create adequate funding for all anticipated project costs. ATTACHMENTS Lists of Streets Location Maps 0 Page 4 Packet Pg. 19 0 Bid Proposal for Toro Enterprises, Inc. (available in the City Clerk's Reading File) Bid Proposal for Sierra Nevada Construction, Inc. (available in the City Clerk's Reading File) Work Statement and Cost for Twining, Inc. (available in the City Clerk's Reading File) Page 5 Packet Pg. 20 M0115 overlay Slurry Seal Combined Areas StreetlD RoadName SectionlD BegLocation EndLocation Treatment ART MCBEAN MC BEAN PY (NB) 050 ARROYO PARK DR DEL MONTE AVE 21/2" ARHM & 1/2" Leveling Course, 12.5" R&R on 93 Lane w/ Geo rid ART MCBEAN MC BEAN PY (NB) 030 AVENIDA NAVARRE GRANARY SQ 21/2' ARHM & 1/2' Leveling Course, 12.5" R&R on #3 Lane w/ Geo rid ART MCBEAN MC BEAN PY (NB) 040 GRANARY SQ ARROYO PARK DR 21/2' ARHM & 1/2" Leveling Course, 12.5" R&R on #3 Lane w/ Geogrid ART MCBEAS MC BEAN PY (SB) 110 DEL MONTE AVE ARROYO PARK DR 21/2' ARHM & 1/2" Leveling Course, 12.5" R&R on #3 Lane w/ Geo rid ART MCBEAS MC BEAN PY (SB) 120 ARROYO PARK DR GRANARY SQ 21/2' ARHM & 1/2' Leveling Course, 12.5" R&R on #3 Lane w/ Geo rid ART MCBEAS MC BEAN PY (SB) 130 GRANARY SQ AVENIDA NAVARRE 21/2' ARHM & 1/2' Leveling Course, 12.5' R&R on #3 Lane w/ Geo rid ART SOLEDE SOLEDAD CANYON RD (EB) INTERSECTION BOUQUET CANYON RD BOUQUET CANYON RD 3" AC B Mill & Fill ART SOLEDE SOLEDAD CANYON RD (EB) 010 BOUQUET CANYON RD COMMUTER WY Crack Seal & Double Micro Surfacing ART SOLEDE SOLEDAD CANYON RD (EB) 020 COMMUTER WY GOLDEN OAK RD Crack Seal & Double Micro Surfacing ART SOLEDE SOLEDAD CANYON RD (EB) 030 GOLDEN OAK RD VALLEY CENTER DR Crack Seal & Double Micro Surfacing ART SOLEDW SOLEDAD CANYON RD (WB) INTERSECTION BOUQUET CANYON RD BOUQUET CANYON RD 3" AC B Mill & Fill ART SOLEDW SOLEDAD CANYON RD (WB) 270 VALLEY CENTER DR GOLDEN OAK Crack Seal & Double Micro Surfacing ART SOLEDW SOLEDAD CANYON RD (WB) 280 GOLDEN OAK RD COMMUTER WY Crack Seal & Double Micro Surfacing ART SOLEDW SOLEDAD CANYON RD (WB) 290 COMMUTER WY BOUQUET CANYON RD Crack Seal & Double Micro Surfacing ART COPHLE COPPER HILL DR (EB) 100 SECO CANYON RD HIDDEN HILL DR 13/4" ARHM 1/2' Leveling Course ART COPHLW COPPER HILL DR (WB) 040 SECO CANYON RD HIDDEN HILL DR 1314" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 010 CALGROVE BL 0385 N CALGROVE BL 1314" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 020 0385 N CALGROVE BL 0233 N CANERWELL ST 1314" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 030 0233 N CANERWELL ST 2883 N CANERWELL ST 13/4" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 050 2883 N CANERWELL ST WABUSKA ST 13/4" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 060 WABUSKA ST 0800 N WABUSKA ST 13/4" ARHM 1/2' Leveling Course ARTWILEY FOXLAN WILEY CANYON RD 070 0800 N WABUSKA ST 0500 N EVANS AV 13/4" ARHM 1/2' Leveling Course ART WILEY WILEY CANYON RD 080 0500 N EVANS AV LYONS AV 13/4" ARHM 1/2' Leveling Course C2 BAKERT BAKERTON AV 210 DARTER DR NORTH END Crack Seal & Slurry Seal (Type II) C2 BAKERT BAKERTON AV 310 CABRAL ST CHANGE OF PAVEMENT 1 3/4"ARHM C2 BAKERT SAKERTON AV 120 CANYON CREST DR CHANGE OF PAVEMENT Crack Seal & Slurry Seal (Type II) C2 BASEL BASEL ST 010 FOXLANE DR TAMBORA DR 1 3/4" ARHM C2 BERNIN BERNINAAV 110 DELIGHT ST OAKMOORST 13/4"ARHM C2 BERNIN BERNINAAV 120 OAKMOOR ST NADAL ST 1 3/4" ARHM C2 BOOKHA BOOKHAM DR 010 BAKERTON AV EAST END 1 3/4" ARHM C2 CABRAL CABRAL ST 010 FOXLANE DR BAKERTON AV 1 3/4" ARHM C2 CLAYCR CLAYCREST DR 010 FOXLANE DR EAST END 1 3/4" ARHM C2 DAMAR DAMAR CT 010 GOODVALE RD NORTH END 1 3/4" ARHM C2 DARTER DARTER DR 010 NADAL ST EAST END Crack Seal & Slurry Seal (Type II) C2 DELIGH DELIGHT ST 050 WALNUTSPRINGSAV FAIRWEATHERST 13/4"ARHM C2 DELIGH DELIGHT ST 060 FAIRWEATHER ST BAKERTON AVE 13/4"ARHM C2 DELIGH DELIGHT ST 070 BAKERTON AVE EAGLE CREST AV 1 3/4" ARHM C2 - DEER COURT - FOXLANE DR SOUTH END Crack Seal & Slurry Seal (Type II) C2 EAGLEC EAGLE CREST AV 010 DELIGHT ST NORTH END 1 3/4" ARHM C2 ERMINE ERMINE ST 040 FOXLANE DR HAXTON DR 1 3/4" ARHM C2 FAIRWE FAIRWEATHER ST 050 WALNUT SPRINGS AV DELIGHT ST 1 3/4" ARHM C2 FAIRWE FAIRWEATHER ST 060 BAKERTON AV KIMBROUGH ST 1 3/4" ARHM C2 FAIRWE FAIRWEATHER ST 070 ARCAY AV EAST END 13/4"ARHM C2 FOXLAN FOXLANE DR 010 DELIGHT ST CHANGE OF PAVEMENT 1 3/4" ARHM C2 FOXLAN FOXLANE DR 110 NADAL ST CLAYCREST DR 1 3/4" ARHM C2 FOXLAN FOXLANE DR 120 CLAYCREST DR SADDLEBACK RIDGE RD 1 3/4" ARHM C2 FOXLAN FOXLANE DR 130 SADDLEBACK RIDGE RD BASEL ST 1 3/4" ARHM C2 FOXLAN FOXLANE DR 140 BASEL ST CHANGE OF PAVEMENT 1 3/4" ARHM C2 FOXLAN FOXLANE DR BAKERTON AVE CHANGE OF PAVEMENT Crack Seal & Slurry Seal (Type II) C2 GOODVA GOODVALE RD 110 FOXLANE DR DAMAR CT 1 3/4" ARHM C2 HAXTON HAXTON DR 010 ERMINE ST BASEL ST 1 3/4" ARHM C2 HAXTON HAXTON DR 110 DELIGHT ST SEND 13/4"ARHM C2 IRONSH IRONSHIRE ST 010 ARCAY AV EAST END 13/4"ARHM C2 KIMBRO KIMBROUGH ST 010 BAKERTON AV ARCAY AV 1 3/4" ARHM C2 KIMBRO KIMBROUGH ST 020 ARCAY AV EAST END 1 3/4" ARHM C2 NADAL NADAL ST 030 WHITES CANYON RD FOXLANE DR 1 3/4" ARHM C2 NADAL NADALST 040 FOXLANE DR BERNINAAV 13/4"ARHM C2 NEARVI NEARVIEW DR 010 FOXLANE DR EAST END 1 3/4" ARHM C2 OAKMOO OAKMOOR ST 110 BERNINAAV EAGLE CREST AV 1 3/4" ARHM C2 RANIER RANIER ST 030 WHITES CANYON RD WALNUT SPRINGS AV 1 3/4" ARHM C2 TAMBOR TAMBORA DR 010 SOUTH END DELIGHT ST 1 3/4" ARHM C2 TAMBOR TAMBORA DR 020 DELIGHT ST NORTH END 13/4"ARHM C2 TAMBOR TAMBORA DR 110 BASEL ST NORTH COP 1 3/4" ARHM C2 TAMBOR TAMBORA DR FOXLANE DR SOUTH COP Crack Seal & Slurry Seal (Type II) C2 TOLIMA TOLIMADR 010 FAIRWEATHER ST NORTH END 1314"ARHM C2 WALNUS WALNUT SPRINGS AV 110 DELIGHT ST NORTH END 13/4" ARHM C8 SIERRH SIERRA HILL ST 010 WEST END EAST END 13/4" C2 AC 1/2" Leveling Course C8 SIERRC SIERRA CROSS AV 210 SIERRA HWY NORTH END 13/4" C2 AC 1/2' Leveling Course C9 BONNIE BONNIE VIEW AV 010 SCHERZINGER LN EAST END Crack Seal & Slurry Seal (Type II) C9 SCHERZ SCHERZINGER LN 110 0230 S SIERRA CROSS AV SIERRA CROSS AV Crack Seal & Slurry Seal (Type II) C9 SCHERZ SCHERZINGER LN 120 SIERRA CROSS AV SIERRA HY Crack Seal & Slurry Seal (Type II) C9 SIERRC SIERRA CROSS AV 010 SOUTH END NORTH END Crack Seal & Slurry Seal (Type II) C9 SIERRC SIERRA CROSS AV 110 SOUTH END SIERRA HWY 13/4" C2 AC 1/2" Leveling Course C10 BEL MN BEL MONTE CT 010 W END MOUNT STEPHEN AV Crack Seal & Slurry Seal (Type II) C10 CANVAS CANVAS ST 010 RIDGE VIEW DR LINDA VISTA STREET COP Crack Seal & Slurry Seal (Type II) C10 CANVAS CANVAS ST LINDA VISTA STREET COP KLEVINS CT 1 1/4" TMO C10 CANVAS CANVAS ST 020 KLEVINS CT MOUNT STEPHEN AV 1 1/4" TMO C10 CANVAS CANVAS ST 030 MOUNT STEPHEN W ALDER PEAK 1 1/4" TMO C10 KLEVIN KLEVINS CT 010 CANVAS ST NORTH END 1 1/4" TMO C10 LADLEY LADLEY CT 010 CANVAS ST NORTH END 1 1/4" TMO C10 MOUNT MOUNT STEPHEN AV 005 RIDGE VIEW DR CANVAS ST Crack Seal & Slurry Seal (Type II) C10 MOUNT MOUNT STEPHEN AV 010 CANVAS ST NEVETTE CT 13/4" ARHM 1/2' Leveling Course C10 MOUNT MOUNT STEPHEN AV 020 NEVETTE CT NORTH END 13/4" ARHM 1/2' Leveling Course C10 NEVETT NEVETTE CT 010 MOUNT STEPHEN AV EAST END 1 3/4" ARHM 1/2" Leveling Course C10 NOLTE NOLTE CT 010 CANVAS ST NORTH END 1 1/4" TMO C10 PATRIC PATRICIA HILL DR 010 MOUNT STEPHEN AV NORTH END 1 3/4" ARHM 1/2' Leveling Course C10 RIDGVD RIDGE VIEW DR 010 MOUNT STEPHEN AV CANVAS ST Crack Seal & Slurry Seal (Type II) C10 ROBINC ROBIN CREST CT 050 SOUTH END CANVAS ST 1 1/4" TMO 3.a Packet P2 J M0115 Overlay Slurry Seal Combined C18 BRUCES BRUCES PL 010 MADIGAN DR EAST END Crack Seal & Slurry Seal (Type II) C18 COLLIN COLLINS RD 010 PAMELA DR GREGORY LN Crack Seal & Slurry Seal (Type II) C18 COLLIN COLLINS RD 020 GREGORY LN CYNTHIA CT Crack Seal & Slurry Seal (Type II) C18 COLLIN COLLINS RD 030 CYNTHIA CT MADIGAN DR Crack Seal & Slurry Seal (Type II) C18 CYNTHI CYNTHIA CT 010 SOUTH END COLLINS RD Crack Seal & Slurry Seal (Type II) C18 ELIZAS ELIZABETH WY 010 COLLINS RD MADIGAN DR Crack Seal & Slurry Seal (Type II) C18 EMMETT EMMETT RD 010 PAMELA DR GREGORY LN Crack Seal & Slurry Seal (Type II) C18 GILBER GILBERT DR 020 RAINBOW GLEN DR TERRI DR Crack Seal & Slurry Seal (Type II) C18 GREGOR GREGORY LN 010 VIA PRINCESSA COLLINS RD Crack Seal & Slurry Seal (Type II) C18 GREGOR GREGORY LN 020 COLLINS RD TERRI DR Crack Seal & Slurry Seal (Type II) C18 MADIGA MADIGAN DR 010 SOUTH END COLLINS RD Crack Seal & Slurry Seal (Type II) C18 MADIGA MADIGAN DR 020 COLLINS RD TERRI LANE Crack Seal & Slurry Seal (Type II) C18 PAMELA PAMELA DR 010 COLLINS RD EMMETT RD Crack Seal & Slurry Seal (Type II) C18 PAMELA PAMELA DR 020 EMMETT RD NORTH END Crack Seal & Slurry Seal (Type II) C18 PANDY PANDY CT 010 SOUTH END EMMETT RD Crack Seal & Slurry Seal (Type II) C18 PEAJAY PEAJAY WY 010 SOUTH END COLLINS RD Crack Seal & Slurry Seal (Type II) C18 PODD C PODD CT 010 GILBERT DR NORTH END Crack Seal & Slurry Seal (Type II) C18 RAINBO RAINBOW GLEN DR 020 VIA PRINCESSA GILBERT DR 1314" ARHM 1/2" Leveling Course C18 RAINBO RAINBOW GLEN DR 030 GILBERT DR FLO LN Crack Seal & Slurry Seal (Type II) C18 RAINBO RAINBOW GLEN DR 040 FLO LN GOLDEN TRIANGLE RD Crack Seal & Slurry Seal (Type II) 718 RAINBO RAINBOW GLEN DR 050 GOLDEN TRIANGLE RD SOLEDAD CANYON RD 9 1/2" AC C2 Mill & Fill C18 TERRI TERRI DR 010 MADIGAN DR GILBERT DR Crack Seal & Slurry Seal (Type II) C18 TERRI TERRI DR 020 GILBERT DR NORTH END Crack Seal & Slurry Seal (Type II) C18 TRACY TRACY CT 010 WEST END TERRI DR Crack Seal & Slurry Seal (Type II) C - CAMP PLENTY RD 010 SOLEDAD CANYON RD SOUTH END 6" AC C2 Mill & Fill N5 ICLEARV CLEARVIEW CT 010 S END CIRCLE J RANCH RD S4 AGUADE AGUADERO PL 010 SANTA CLARITA RD EAST END 1 3/4" ARHM S4 DENOYA DENOYA DR 020 LOS ROGUES DR NORTH END 1 3/4" ARHM S4 DENOYA DENOYA DR 030 LA ROCHELLE DR PAMPLICO DR 1 3/4" ARHM S4 LA ROC LA ROCHELLE DR 010 SANTA CLARITA RD EAST END 1 3/4" ARHM S4 LOS RD LOS ROGUES DR 010 SECO CANYON RD FTG DENOYA DR 1 3/4" ARHM S4 LOS RD LOS ROGUES DR 020 DENOYA DR EAST END 1 3/4"ARHM S4 MYRIN MYRIN CT 010 PAMPLICO DR NORTH END 1 3/4" ARHM S4 PAMPLI PAMPLICO DR 050 SECO CANYON RD SANTA CLARITA RD 1 3/4" ARHM S4 PAMPLI PAMPLICO DR 060 SANTA CLARITA RD DENOYA DR 1 3/4" ARHM S4 PAMPLI PAMPLICO DR 070 DENOYA DR TARYN DR 1 3/4" ARHM S4 SANTAC SANTA CLARITA RD 210 LOS ROGUES DR PAMPLICO DR 1 3/4" ARHM S4SEC22F V6N SECO CANYON RD FTG 020 PAMPLICO DR LOS ROGUES DR 1 3/4" ARHM S4 SECOCF SECO CANYON RD FTG 030 LOS ROGUES DR DECORO DR 1 3/4" ARHM S4 TARYN TARYN DR 010 PAMPLICO DR NORTH END 1 3/4" ARHM N3 I OAK RI I OAK RIDGE DR 1 010 1 WHITE WING WY I LITTLE CEDAR WY I Digout Only N5 CIRCJ CIRCLE J RANCH RD 010 GATE IS END/CDS) VIA PRINCESSA 1 3/4" ARHM N5 ICLEARV CLEARVIEW CT 010 S END CIRCLE J RANCH RD 1 3/4" ARHM N5 JENIEL JENIEL CT 010 CIRCLE J RANCH RD NORTH END 1 3/4" ARHM N5 ROLLRI ROLLING RIDGE DR 010 CIRCLE J RANCH RD EAST END 1 3/4" ARHM V6N ASH CR ASH CREEK LN 010 CHERRY CREEK DR SECO CANYON RD 1 3/4" ARHM V6N ASH GL ASH GLEN CR 010 WEST END ELDER VIEW DR 1 3/4" ARHM V6N CALVEL CALVELLO DR 010 WEST END SYCAMORE CREEK DR 1 1/2" TMO V6N CALVEL CALVELLO DR 020 CHERRY CREEK DR SECO CANYON RD 1 1/2" TMO V6N CHERRC CHERRY CREEK DR 010 ASH CREEK LN PAMPLICO DR 1 1/2" TMO V6N CHERRC CHERRY CREEK DR 110 SOUTH END TUPELO RIDGE DR 1 1/2" TMO V6N CHERRC CHERRY CREEK DR 120 TUPELO RIDGE DR NORTH END Crack Seal & Slurry Seal (Type II) V6N ELDERV ELDER VIEW DR 010 MULBERRY GLEN DR ASH GLEN CR 1 1/4" TMO V6N ELDERV ELDER VIEW DR 020 ASH GLEN CR PAMPLICO DR 1 1/4" TMO V6N ELM GL ELM GLEN CR 010 WEST END ELDER VIEW DR 1 3/4" ARHM V6N HOLLYR HOLLY RIDGE DR 010 WEST END PAMPLICO DR 1 3/4" ARHM V6N LAURLG LAUREL GLEN CR 010 OSAGE RIDGE RD NORTH END 13/4" ARHM V6N LOCUST LOCUST RIDGE CR 010 PAMPLICO DR EAST END 1 1/4" TMO V6N MULBER MULBERRY GLEN DR 010 SOUTH END OSAGE RIDGE RD 1 114" TMO V6N MULBER MULBERRY GLEN DR 020 OSAGE RIDGE RD SYCAMORE CREK DR 1 1/4" TMO V6N OSAGE OSAGE RIDGE RD 010 PAMPLICO DR SYCAMORE CREEK DR 1 1/2" TMO V6N PAMPLI PAMPLICO DR 010 0135 S OSAGE RIDGE RD HOLLY RIDGE DR 1 1/4" TMO V6N PAMPLI PAMPLICO DR 020 HOLLY RIDGE DR REDBUD RIDGE CR 1 1/4" TMO V6N PAMPLI PAMPLICO DR 030 REDBUD RIDGE CR SEQUOIA GLEN DR 1 1/4" TMO V6N PAMPLI PAMPLICO DR 040 SEQUOIA GLEN DR SECO CANYON RD 1 1/4" TMO V6N POPLAR POPLAR GLEN CR 010 WEST END ELDER VIEW DR 1 1/2" TMO V6N REDBUD REDBUD RIDGE CR 010 PAMPLICO DR NORTH END 1 1/4" TMO V6N SYCAMO SYCAMORE CREEK DR010 0160 S OSAGE RIDGE RD MULBERRY GLEN DR 1 1/2" TMO V6N SYCAMO SYCAMORE CREEK DR 020 MULBERRY GLEN DR MAGNOLIA GLEN DR 1 1/2" TMO V6N ISYCAMOI SYCAMORE CREEK DR 030 MAGNOLIA GLEN DR TUPELO RIDGE DR 1 1/2" TMO V6N TUPELO TUPELO RIDGE DR 040 SYCAMORE CREEK BRIDGE SECO CANYON ROAD Crack Seal & Slurry Seal (Type II) V22S AVDJOL AVENIDA JOLITA 010 END VIA GAVOLA Crack Seal & Slurry Seal (Type II) V22S AVDJOL AVENIDA JOLITA 020 VIA GAVOLA VIA JACARA Crack Seal & Slurry Seal (Type II) V22S VIA GL VIA GAVOLA 010 ORCHARD VILLAGE RD EAST END 1 1/4" TMO V22S VIA HE VIA HELINA 010 AVENIDA JOLITA NORTH END 1 1/4" TMO V22S VIA IR VIA IRANA 010 AVENIDA JOLITA EAST END 1 1/4" TMO V22S VIA JA VIA JACARA 010 AVENIDA JOLITA AVENIDA NAVARRE Crack Seal & Slurry Seal (Type II) V22S VIA KA VIA KANNELA 010 SOUTH END AVENIDA NAVARRE 1 1/4" TMO V22S VIA LU VIA LUPONA 010 SOUTH END AVENIDA NAVARRERRE 1 1/2" TMO V22S VIA MD VIA MADURO 010 SOUTH END AVENIDA NAVA 1 1/2" TMO TR SOUFTR SOUTH FORK RIVER TRAIL 090 VIA PRINCESSA ORCHARD VILLAGE ROAD Crack Seal & Seal Coat TR VIAPTR VIA PRINCESSA TRAIL 010 N/S PED BRIDGE N/O NEWHALL AVE AA PACIFICA ACCESS RAMI Crack Seal & Seal Coat TR VIAPTR VIA PRINCESSA TRAIL 020 VIA PACIFICA W/S PCC BRIDGE Crack Seal & Seal Coat TR VIAPTR VIA PRINCESSA TRAIL 040 E/S PCC BRIDGE OAK RIDGE DR Crack Seal & Seal Coat TR VIAPTR VIA PRINCESSA TRAIL 050 OAK RIDGE DR OF AC TRAIL E/O OAK RIDG Crack Seal & Seal Coat TR VIAPTR VIA PRINCESSA TRAIL 060 CIRCLE J RANCH E. END OF VIA PRINCESSA Crack Seal & Seal Coat TR VIAPACC VIA PRINCESSA TRAIL ACCESS 900 VIA PACIFICA CROSSING VIA PRINCESSA TRAIL Crack Seal & Seal Coat TR - NEWHALL RANCH TRAIL - MILLHOUSE DR SANTA CLARITA PKWY Crack Seal & Seal Coat 3.a Packet P2 J LR^ THORN LRE TCT 3.6 A LARI7}1 -- 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - C2 -- Type of Treatment - a Overlay TRASH PICK UP: THURSDAY. a Slur Seal Map reproduced with permission granted �� Q Slurry by Rand McNally (Copyright 2014). N d The City of Santa Clarity does not warrant J Me accuracythe data and assumes no pp a liability for any erors oromissions. ;p __ W mo 0 360 _J W F.. o:\PROJECTS\PW\1]011]e1\mxd\overlay_slurry_fy10-17_C2. mxd ��� En TODD i 2 �✓j' 4 LONGSHORE ° PARK TF � Lu i O ,...""eve I J NtiHfA. DR, _ V/' ,5 F� Z II q ' a F^ w — — Canyon Wa -- 1 NORTH .. $ OAKS High SCh001 P , N y PARK III?____I CHAuWAV"Si Leona Cox ILI Community to - School L a0 ERM-0iaRE£I(-0RI f � .per � C. uioKwoeen� Ce'arcreek _ Elementary — — � I m -- - �_ O I 9 4RK -�� - - - E SEG ° % :° a FTTC �W �� MFW LON- - 'i ° �, -i - Packet Pg. 23 UNV 1A VL ]Xl toy 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - C8 TRASH PICK UP: THURSDAY Street remenmee from Rand Al Type of Treatment Updated by City of Santa clams cls (Copyright 2016. _ Overlay Parceltlata Copynght January 2017, Parcelpuest 8 County of Las Angeles. N At rights reserved. The City of same Clarm does not warrant Me accuracy of Me data and assumes no IlehlMy for any errors or omissions. T5 0 15)� Feer O.\PROJECTS\PW\17Oit7et\mxd\overlay_ s1uRy_fyi6-17_C8.mxd 3.b Packet Pg. 24 N O. N C O M U O J zo UNV 1A VL ]Xl toy 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - C9 Type of Treatment Overlay Slurry Seal N A 200 100 0 20G F.r TRASH PICK UP: THURSDAY Street remenmee from Rand Al Updated by Cly or Santa Circus cls. (Copyright 2016. Parcel data Copyright January 2017, Parcelpuest 8 County o1 Las Angeles. At cents reserved. The Cry of Same Clarne does not warrant Me accuracy of Me data and assumes no Ilehrrty for any errors or omissions. O:\PROJECTS\P W \t ]011 ]e t\mxd\overlay_sluey_fyi 6-i ]_C9.mxd 3.b Q C7 0 a J A Q W V J � r to 0 Z a r J Lu W 0 J a z z Q OR N 4. Packet Pg. 25 N Q N U C O � 113w J O u 6 O J J C N }_ t u m V Q Packet Pg. 25 . . ,ten,g 1� �� Kl fn 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - C10 Type of Treatment TRASH PICK UP: THURSDAY Street reductions from Rena McNally, Overlay updeted by City of Santa Claude GIS. (Copyright 2016). Slurry Seal Parcel data: Copyright January 2017, ParodQuest a County or Las Angeles. N All rights reserved. The City of South circular does not warrant the accum cy or the data and assumes no liability for any ermrs or omosians. 200 he 0 200 re.t O.(PROJECTS\PW\17011]et\mxd\overlay_ slurry_ fy16-17_C10.mxd 3.b Packet Pg. 26 0 N W N Q t0 c O M O O J C N >_ L) U N w ZI -ANTA LARI'IA 3.b _______________ _ 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT ,�''��0�,� City Project No. M0115 GOLDEN TRIANGLE RD .r•NON LN � Neighborhood - Ci18 Type of Treatment Overlay Slurry Seal N A 2H 145 0 290 .. TRASH PICK UP: WEDNESDA 2 a Street ines ham Rand Mardi uPaa.ad by Cy of Santa aarna GIS. (Copyright 2016). O Panel data Coprnnty January Parceldcest&County of Ws Angeles. a AN aente reeeraee. J The city uaf Softs data noesoes not warrant a meaaca,aarof y areas tr aanaaaamea no W raenny, for any er�oa or on.isamaa. (f) Q\P ROJECTS\PW\170117e 1\m Moverlay_sl urry_fyt&1]_C 18. n >- STILLMORE ST IX N'P J fn z a Lu W O J a z a \ r` Do01 N N Packet Pg. 27 3.b 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Arterial - Copper Hill Drive Type of Treatment Street tangerines from Rand McNally, updated by Clry of Santa Claris GIS. Overlay (Copyright 2016). V 260 1 3b 0 260 Flet 0 Parcel data Copyright January 2017, Sorrell & County of Los Angeles. Al dents raaervee. The City of Sans Claris does not warrant one accuracy of the data and assumes no liability for any error or emissions. Packet Pg. 28 ZI UNV lA VL[1R11!] 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - N3 & N5 TRASH PICK UP: MONDAY Street reductions from Rand McNally, Type of Treatment updated by City of lama Clean cls (Copyright 2016). _ Overlay Parcel data Copynght January 2017, FarceQuest 8 County of Las Angeles. N At tents reserved. The City of same Clarm does not warrent Me accuracy of Me data and assumes no liability for any ermrs or omission. 00 150 0 30D _� e». O:\PROJECTS\PW\i]OtiYei\mxd\overlay_sluey_fyi&iT CIRCLE J 3.b Packet Pg.'3U zo 0M moo Poi OR O BARBAGOA DP' J V p GS CFRC N\D CO N 90 Q h O� 4 O n o GA+,PR 4 CP Q¢; ve pPo rsly LA f e D so cFE51N10 PD OR O DR ; �o} HOR O? m PPRPGUP (9�OMM1(00D PL Rc oisi �1-'" �'�p a&,� Bm Cps blem "sS TGRE50R [Yy s �'BR o Academy War c`a�0 0O ESPUEl1A DR e -. BOUQUET CAN'O %v J ,` N iR k q BpppN``COM�jB�E`0.LN 6r�OhE1N ///)///SII/ <- (into SANTA LARITA 3.b 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Arterial - Soledad Canyon Road Type of Treatment Street Overlay c e nby n ooSanta Rand McNally Updated , SetCryf Sams clams cls. Copyrght2 ull O Slurry Seal Parcel data Copyright January2017, X Parcelnnesta Counts of Loa Angeles_ a N All nghm reserved. The oly of Santa Plants does not warrant Q Ne accuracy of Ne data and assumes no W liability for v errorsor omissions_ 500 250 0 500 Fri O\P ROJ ECTSVi70117e 1\mzd\o slay slurry fy1617 soledathafrh -' CT }p.._NEWHALL RANCH RD ORif, BREAKWATER WV RGi r b- 1i y oQ� LSO` LAMPLIGHt Pl 4 i AS of DUANE R. Z"' ¢ �y HARTEPARK AT i RIVER VILLAGE o Ae Q 1r �yys" 3N mP =yS iPR thruny d,3 q eRf FSPaINcs Cr Icy 6 G y' H WOOD PL em2 ,r ; PP.•"rRMQrr_RR OOR P c B p0 b P p RQPEs D O P A MOVED ORQu D `� ' Regional � -"_""� ��•, Occupational �MITO r•, Program (ROP) W Bowman Igh Sequoia SRF' ' 1% ,�c Charter a 7, yx aDIAMO Packet Pg. 32 UNV lA VL[1R11!] 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - V6N Type of Treatment TRASH PICK UP: MONDAY Street reductions from Rand McNally, Overlay Updated by City of giants Corrin GIS. (Copyright 2016). Slurry Seal Parcel data Copytghuanuary 2017, ParceQuest 8 County of Las Angeles. N At rights reserved. The City or Same Cmrm does not warrant Me accuracy of Me data and assumes an riahmq for any ermrs or omissions. _� O\PROJECTS\PW\i7Oii7el\mxd\Overlay_sluny_fyt6-17_v6n.mxd North Park LCr SANTA J HILL 3.b �o IL J Q L W U) LY J � to z 4°p z a r a J Lu W 0 V/ J a z z z James Foster Element. N Packet Pg. 33 UNV 1A VL Zkl toy 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Neighborhood - V22S Type of Treatment Overlay Slurry Seal N A ,fla 100 0 200 F.t rc 0 o J $ T Q T R TRASH PICK UP: FRIDAY Street reductions from Rand McNally, Updated by Cly or Santa Giants GIS. (Copyright 2016. Parcel data Copynght January 2017, ParcelGuest 8 County o1 Las Angeles. At cents reserved. The City of Sade Claret does not warrent Me accuracy of Me data and assumes no Ilaelrty for any errors or omission. Q:WROJECTS\PW\170117e1\mxd\overlay_ slurry_fy16-17_v22s.mxd MEADOWS PARK 0P0 400 GLEN 3.b Packet Pg. 34 C7 0 h 9 o_ sq�@ J w @C in �9 r Z � J V) 0 z a r �@ J N9@ 9 W ' 0 J a z z z r r O t— O � N Packet Pg. 34 Wiley Canyon Elementary School va c 0 � oI T Cel Of Aran CLARIrIA 3.b 2016-17 ANNUAL OVERLAY/SLURRY SEAL PROJECT City Project No. M0115 Arterial -Wiley Canyon Road Type of Treatment Overlay N A 341) 190 0 380 .e School Sweet tangerines ham Rand McNally upealee by City o1 Santa Claris cls. (Copyright 2016). Parcel data Copyright January 2017, Sorrell & County of Los Angeles Al rights real The City of Sans Claris does not warrant one accuracy of the data and assumes no liability for any each; or omsamns. J W Packet Pg. 35 zo ADDENDUM NO. 1 March 14, 2017 2016-17 ANNUAL OVERLAY PROJECT Bid No, ENG-16-17-MO115-OVERLAY Project No, M0115 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: PROPOSAL — PROJECT BID SCHEDULE REVISED PROJECT BID SCHEDULE See attached Bid Schedules. Contractor shall use attached revised Bid Schedules for Bid Proposal. APPENDIX "D" — OUANTITY SPREAD SHEETS REVISED PROJECT QUANTITY SHEETS See attached Quantity Spread Sheets (ARTERIALS, C2, CIO, CI 8, N5, V6N, V22S, C2 ALT I, C8 ALT 2, C9 ALT 2, S4 ALT 5 and V6N ALT 5). Contractor shall use attached revised Quantity Spread Sheets for reference. PROPOSAL — PROJECT PLAN REVISED PROJECT PLANS See attached plan Sheet AI -A2 and CI -C2. Contractor shall reference attached revised plans for Bid Proposal. 2 REVISED PROJECT PLANS On Sheet TI Location Map, revise wording for "WILEY CANYON ROAD — SEE SHEET A5 - A7" with `WILEY CANYON ROAD — SEE SHEET A5 — A8" and revise wording for "SOLEDAD CANYON ROAD & BOUQUET CANYON ROAD INTERSECTION — SEE SHEET A8" with "SOLEDAD CANYON ROAD & BOUQUET CANYON ROAD INTERSECTION — SEE SHEET A995 . 1 of 3 REVISED PROJECT PLANS On Project plans, call -out of a circle with a "T" inside refers to telephone manhole. A call -out of a circle with a "SS" inside refers to a sanitary sewer manhole. All circles with "T & SS" on the plans shall be accounted for as "MANHOLE" on the Bid Schedule, and Specifications. ADDED PROJECT PLAN SHEET Add attached plan Sheet A9 to project plans. Contractor shall reference attached plan sheet A9 for Bid Proposal. Plans should have a total of 56 sheets. SPECIAL PROVISIONS - TECHNICAL Section F2 - Construction Materials and Methods. F2-13 Lowering & Adiustino of Utility Covers Add the following Section to the Special Provisions: In the event a CSD of LAC manhole is encountered within the project area, notify Mr. Pat Chaplin at (661) 257-4809. For adjustment of manhole frame and cover to new grade, see attached procedures. APPENDIX "C" — SCRRA RIGHT OF WAY Replace the Appendix "C" - SCRRA Right of Way Rules and Requirements for Construction, with attached Appendix "C" - SCRRA Right of Way Rules and Requirements for Construction, which include but not limited to the following: • RR Protective Insurance Providers • SCRRA Encroachment Application • SCRRA Excavation Support Guidelines • SCRRA Form No. 6 • SCRRA Form No. 6 (Exhibit) • SCRRA ROE Schedule of Fees • SCRRA Temporary Traffic Control • Site Specific Work Plan • Train Traffic Information Appendix C Rules and Reauirements for SCRRA Riaht-of-Way Add the following Section to Appendix C: SUBMITTAL • (Written) Scope of Work and SSWP (Site Specific Work Plan)/Drawings reflecting such and distance work will be from SCRRA tracks (drawings should be no larger than 11x17) • Traffic Control Plans • Encroachment Application • Daily Schedule of Activities • Filled out Right -of -Entry, Form 6 • Certificate of Insurance - including Railroad Protective Liability Insurance (see PDF titled Form 6 - exhibit) 2of3 Send the submittal package via Fed Ex to: Southern California Regional Rail Authority (SCRRA) ATTN: Christos Sourmelis — ROW Encroachments Coordinator 2558 Supply St. Pomona, CA 91767 See attached Train Traffic Information for information. Plan review can take (on average) 15 -30 -business days. Check out SCRRA's website at, http://www,metroIinktrains.com/agency/page/title/engineering_construction for more information. ***No work may commence within the SCRRA ROW without an executed Right - of -Entry, Form 6 from SCRRA.*** PROJECT PLANS & SECIFICATIONS REVISE PROJECT PLANS & SPECIFICATIONS - For grind and jackhammer operation, revise the wording "Restricted from" to "Restricted to" on all plans and specifications. Bidders shall acknowledge Addendum No. I by executing Addendum 1 and returning with the bid. 01�� Robert wman, P.E., L.S. Director of Public Works City of Santa Clarita I acknowledge receipt of this Addendum No. 1 and accept the aforementioned. 04/03 _, 2017 Date Bidder's S14ignature SEAN CASTILLO, PRESIDENT THIS DOCUMENT TO BE SUBMITTED WITH BID 3of3 ADDENDUM NO. 2 March 24, 2017 2016-17 ANNUAL OVERLAY PROJECT Bid No. ENG-16-17-MO115 Project No. M0115 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: 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 Section F2 - Construction Materials and Methods F2_4 Cold Planing Cold Plane work. This (Milling) Add the following Section to the Special Provisions: Cold Planing (Milling) shall include an on-site superintendent solely responsible for the any Cold Plane work. This person shall be preset when this work is being performed. 1 of 2 Bidders shall acknowledge Addendum No. 2 by executing Addendum 2 and returning with the bid. 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. 2 and accept the aforementioned. 04/03 2017 Date Bidder's THIS DOCUMENT TO BE SUBMITTED WITH BID 2 of 2 ADDENDUM NO, 3 March 29, 2017 2016-17 ANNUAL OVERLAY PR03ECT Bid No. ENG-16-17-MO115 Project No. M0115 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: DESIGNATION OF SUBCONTRACTORS REVISED DESIGNATION OF SUBCONTRACTORS FORM See attached form C -3a Designation of Subcontractors. Contractor shall use attached revised Designation of Subcontractors form for Bid Proposal. BID QUESTIONS QUESTION: Are "Key -Cuts" required to be paved the same day they are milled? ANSWER: "Key -Cuts" are not required to be paved pack the same workday they are milled. 2. OUESTION: The form `Equal Employment Opportunity Certification" in the bid proposal package indicates that this form must be submitted by the General contractor as well as subcontractors. We are inquiring if it would be possible to turn in the certifications for subcontractors within 24 hours from the bid time. The reason being it is that very difficult to obtain this information from subcontractors at the time of bid since we are receiving their quotes up to the hour of bid time. A lot of quotes that we receive are unsolicited and they do provide certification form with their proposal. Please advise if this would be acceptable. 1 of 2 ANSWER: "Equal Employment Opportunity Certification" from Prime contractor shall be submitted with Bid Package. All Subcontractors shall submit "Equal Opportunity Employment Certification" with Bid Package or prior 4:00 pm, 5 business days after bid opening. Contracts or Subcontracts of $10,000 or under are exempt. Bidders shall acknowledge Addendum No. 3 by executing Addendum 3 and returning with the bid. Rol ,,Newman, P.E., L.S. Director of Public Works City of Santa Clarita BIDDER'S CERTIFICATE I acknowledge receipt of this Addendum No. 3 and accept tha 04!03 2017 Date Bidder'. THIS DOCUMENT TO BE SUBMITTED WITH BID 2of2 SECTION C. PROPOSAL SECTION C: PROPOSAL FOR 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 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 Bidders 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: TORO ENTERPRISES, INC. Company Address: 2101 E. VENTURA BLVD, OXNARD, CA, 93036 By: SEAN CASTILLO Print Name Title: PRESIDENT Signature: ZZ L�l AV Date: 04/03/2017 C-1 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M01150L - BASE BID BID SCHEDULE BIDDER: Toro Enterprises, Inc - ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance LS 1 (SO 000• ` 15-016w.- 2 Traffic Control LS 1 1.7 00.' �70iob-- 3 Storm Water Pollution Prevention Plan LS 1 1!T'000.- /S,000,-4 SCCRA Flagging - Allowance Per Da EA 0 5 1 SCCRA Form No 6 Plan Review. Administration and Contingency) - Allowance EA 0 6 Crack Seal and Seal Coat SF 0 7 Crack Seal and Slurry Seal (Type Ip TN 0 8 Crack Seal and Microsurfacin TN 0 9 AC B High Stability HS PG 70-10 TN 359 Z•` 2g% 10 AC C2 PG 64-10 TN 0 11 AC D2 PG 64-10 TN 2485 201 12 Thin Maintenance Oveday (TMO) TN 5425 9 2-' 99 too -' 13 ARHM GG -D PG 64-16 TN 19618 83. mo Itt myo Ott 14 Cold Plane 3" AC SF 19100 o. (0S /Z q/ S 15 Cold Plane 6" AC SF 0 16 Cold Plane 9-112" AC SF 0 17 Keycut Al See Detail an Plan LF 47158 0. PI ✓'9 18 Ke cut A2 See Detail on Plan LF 19667 Z. 5o S'0 19 Ke cut A3 See Detail on Plan LF 31235 OS 031, �S 20 Ke cut A4 (See Detail on Plan) LF 5215 0 ` 21 Keycut A5 See Detail on Plan) LF 0 22 Ke cut A6 See Detail on Plan) LF 0 23 Ke cut B1 See Detail on Plan) LF 1438 24 Kevcut 132 (See Detail on Plan) LF 248 25 Ke cut B3 See Detail on Plan) LF 392 in CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M01 150L - BASE BID BID SCHEDULE BIDDER: Toro Ent@i{ ftes, Inc, ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST' 26 Kevcut I35 (See Detail on Plan) LF 0 27 Kevcut B6 (See Detail on Plan) LF 215 28 Diaout or Remove & Reolace 4" AC SE 122740 Z 3o Z�Z 3oz. 29 Remove 14" (12-3/4" to 15-1/4') & Replace 12-3/4" AC SF 112882 So gyb 615.'-i 30 Remove Tree Roots Below AC/PCC Repairs SF 0 31 AC Berm LF 0 32 Install Geo rid SY 12542 %. tiso 3 3. fo3 33 Shoulder Backina LF 1980' 3.- a- 34 Lower Manhole Covers EA 265 7, S0. &O , .i 0�! 35 Lower Water/ Gas Valve Covers EA 221 SS, 2 /SSS.' 36 Lower Utilitv Covell Vault / Well EA 54 6 ZS. 33 37 Adjust Manhole Covers to Finish Grade EA 231 3 7S ?6 to 2S, � 38 Adjust Water / Gas Valve Cover Finish Grade EA 192 S. r Z 0,' 39 Adjust Utility Cover / Vault / Well to Finish Grade EA 33 Z$,' Z r' 40 L000 Detector Covers EA 0 41 Remove and Install TernDorary Traffic Loops EA 24 42 Install Blue RPM'sate, Fire Hvdrant EA 128 43 12" White Crosswalk / Limit Line (Thermo) LF 3352 2. 90 9 Zp. 8o 44 12" Yellow Crosswalk Line (Thermo) LF 248 3. 45 Strioinq Detail # 4 (Markers) LF 1953 6. 46 Strioinq Detail # 8 (Thermo) LF 3700 47 Strioinq Detail # 9 (Thermo & Markers) LF 1595 ZS j 48 Striping Detail # 10 (Thermo & Markers) LF 0 49 Strioinq Detail # 13 (Markers) LF 18520 So S ss6. 50 Strioinq Detail # 21 !Thermo) LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M01150L - BASE BID BID SCHEDULE BIDDER: Toro Enterpldses, Inc, ITEMBID NO. ITEMS PAYMENT 'UNIT REFERENCE TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) LF 3398 Z (D, S N. (� 52 Striping Detail # 23 Thermo & Markers) LF 6625 0 53 Striping Detail # 276(Thermo) LF 16688 0.4L 9(0 54 Striping Detail #28 (Thermo) LF 964 IS 03(o. (00 55 Strioino Detail # 30 (Markersl LF 8824 (Z 56 1 Striping Detail # 31 (Thermo) LF 70 oS Sb 57 Striping Detail # 32 (Thermo &Markers) LF 71 S 58 Striping Detail # 38 (Thermo & Markers) LF 126 (o•� 59 Striping Detail # 38A (Thermo) LF 0 60 Striping Detail # 38C Thermo & Markers) LF 5000 0.96 oo.- 560,- 61 61 Striping Detail # 40 (Thermo) LF 1318 o , 40 LO 62 725"Le end Thermo EA 7 63 "STOP" Legend (Thermo) EA 23 64 "XING" Legend (Thermo) EA 0 65 "SLOW" Legend Thermo EA 0 66 "SCHOOL" Legend Thermo EA 0 67 "AHEAD" Legend Thermo EA 0 68 "RXR" Legend (Thermo) EA 0 69 "SIGNAL" Legend Thermo EA 0 70 "KEEP" Legend (Thermo) EA 0 71 "CLEAR" Le end(Thermo) EA 0 72 Arrow Type I (Thermo) EA 4 73 AaowTypeII L/R(Thermo) EA 5 74 Arrow Type IVL/R Thermo EA 56 5z. 21 !2•r 75 Arrow Type VI L / R (Thermo) EA 3 9y, Z SZ •' 11 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M01150L - BASE BID BID SCHEDULE BIDDER: Toro Ent@ranses. Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo EA 0 77 Install and Remove Tempora Video Detection Camera EA 11 Z 300 . � Z551301,0,' 78 Street Sweeping LS 0 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) lA 0 80 Over -Excavation Revocable Item) I SF 1 7366 1 3, a'S Z- (on. 81 1 Sidewalks and Driveway Sweeping LS 1 0 82 IMP Rap LF 1 47 1 I g75,^' 83 Remove and Install Permanent Traffic Loo EA 103 Z S5. Lb Ib2s •• TOTAL BASE BID TOTAL AMOUNT IN FIGURES: % q& 3 S3 2 BID TOTAL AMOUNT IN WORDS: J�-�45 Six - £ 'NOTE. In case of error in a#ension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT -M0115 -ALTERNATE 1 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT UNIT REFERENCE TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 /Z 5bb.— l2 2 Traffic Control F2-2 LS 1 O 0,064D.- 3 Storm Water Pollution Prevention Plan F1-9 LS 1 h 000. 1, 000. 4 SCCRA Flagging - Allowance Per Da) F2-18 EA 0 5 SCCRA Form No 6 (Plan Review, Administration and Contin encv) - Allowance F2-19 EA 1 0 6 1 Crack Seal and Seal Coat - SF 0 7 Crack Seal and Slurry Seal (Type II) - TN 0 8 Crack Seal and Microsurfacing TN 0 9 AC B High Stability (HS) PG 70-10 F2-8 TN 0 10 AC C2 PG 64-10 F2-8 TN 0 11 AC D2 PG 64-10 F2-8 TN 0 12 Thin Maintenance Overlay (TMO) F2-9 TN 0 13 ARHM GG -D PG 64-16 F2-10 1 TN 4010 q.3 ¢� ✓gyp, 8 14 Cold Plane 3" AC F24 SF 0 15 Cold Plane 6" AC 0 16 Cold Plane 9-1/2" AC F2-4 SF 0 17 Keycut Al See Detail on Plan F24 LF 0 18 Keycut A2 See Detail on Plan F24 LF 0 19 Ke cut A3 See Detail on Plan) F24 LF 27373 r% 20 Ke cut A4 (See Detail on Plan) F2-4 LF 0 21 Keycut A5 (See Detail on Plan) F2.4 LF 0 22 Kevcut A6 (See Detail on Plan) F2-4 LF 0 23 Ke cut Bt See Detail on Plan F2-4 LF 0 24 Ke cut B2 (See Detail on Plan) F24 LF 0 25 Ke cut B3 (See Detail on Plan) F2-4 I LF 291 3.80 ps YC CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNC TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Kevcut B5 (See Detail on Plan) F2-4 LF 0 27 Kevcut 136 (See Detail on Plan) 1724 LF 0� 28 Diaout or Remove & Replace 4" AC F2-5 SF 302 2 . 29 Remove 14" (12-3/4" to 15-1/4") & Replace 12-314" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs F2-7 SF 305 , SO Zr 6M. 5� .� 31 AC Berm F2A LF 0 32 Install Geo rid F2-5 SY 0 33 Shoulder Backina F2-11 LF 0 34 Lower Manhole Covers F2-13 EA 51 35 Lower Water / Gas Valve Covers F2-13 EA 4 65S Z ZD.' 36 Lower Utilitv Cover / Vault / Well F2-13 EA 0 37 Adiust Manhole Covers to Finish Grade F2-13 EA 53 ' 38 Adiust Water/ Gas Valve Cover Finish Grade F2-13 EA 5 $, ' .j Z_5 39 Adiust Utility Cover / Vault / Well to Finish Grade F2-13 EA 0 40 Loop Detector Covers - EA 0 41 Remove and Install Temporary Traffic Loops F2-14 EA 0 42 Install Blue RPM'S na. Fire Hydrant F2-17 EA 22 50 2 31. 43 12" White Crosswalk i Limit Line (Thermo) F2-17 LF 170 44 12" Yellow Crosswalk Line (Thermo) 172-17 LF 101 g,iy' y - �S 45 Strioing Detail # 4 (Markers) F2-17 LF 0 46 Strioina Detail # B (Thermo) 172-17 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-17 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-17 LF 0 49 Striping Detail # 13 (Markers) F2-17 LF 0 50 Striping Detail # 21 (Thermo) F2-17 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Taro Enterpdses, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-17 LF 315 , 10 52 Striping Detail # 23 (Thermo & Markers) F2-17 LF 103 53 Striping Detail #278 Thermo) F2-17 LF 0 54 Striping Detail # 28 Thermo IF2-17 LF 0 55 Striping Detail # 30 (Markers) F2-17 LF 0 56 StriDlno Detail # 31 (Thermo) F2-17 LF 0 57 Striping Detail # 32 (Thermo & Markers) 172-17 LF 0 58 Striping Detail # 38 Thermo & Markers) F2-17 LF 0 59 Striping Detail # 38A(Thermo) F2-17 LF 0 60 Striping Detail # 38C(Thermo & Markers) F2-17 LF 0 61 Striping Detail # 40(Thermo) F2-17 LF 0 62 "25" L end (Thermo) F2-17 EA 0 63 "STOP" Legend (Thermo) F2-17 EA 11 64 "XING' Legend (Thermo) F2-17 EA 5 65 "SLOW" Legend (Thermo) F2-17 EA 5 /O 66 "SCHOOL" Legend (Thermo) F2-17 EA 5 67 "AHEAD" Legend(Thermo) F2-17 EA 1 68 "RXR" Legend(Thermo) F2-17 EA 0 69 "SIGNAL" Legend(Thermo) F2-17 I EA 0 70 "KEEP"Legend Thermo F2-17 EA 0 71 "CLEAR" Le end hermo F2-17 EA 0 72 Arrow Type I(Thermo) F2-17 EA 0 Arrow T II LJ R (Thermo) F2-17 EA 0 t73 74 Arrow Type IV L / R (Thermo) F2-17 EA 0 75 Arrow Type VI L t R (Thermo) F2-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - 115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Tkor® Enterprises, Inc. TOTAL ALTERNATE 1 - C2 BID TOTAL AMOUNT IN FIGURES: 14�ol -70S. (00 TERNATE 1 - C2 BID TOTAL AMOUNT IN 'NOTE: In case of error in extension of price into the total price column, the unit price will govern. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow T VII L / R (Thermo) F2-17 EA 0 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping - LS 0 79 Adjust Manhole Covers to Finish Grade on Microsurfacino and Slurry Seal (Revocable Item) EA 0 80 Over-Excavabon Revocable Item) F2-5 SF 19 81 Sidewalks and Driveway Sweeping - LS 1 0 82 Rip Rap F2.12 LF 0 83 Remove and Install Permanent Traffic Loons F2.14 EA 0 TOTAL ALTERNATE 1 - C2 BID TOTAL AMOUNT IN FIGURES: 14�ol -70S. (00 TERNATE 1 - C2 BID TOTAL AMOUNT IN 'NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT UNIT REFERENCE I TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 41, 000 opo 2 Traffic Control F2-2 LS 1 00.' 3 Storrs Water Pollution Prevention Plan F1-9 LS 1 000. 11000. 4 SCCRA Flagging - Allowance (Per Da) F2-18 FA 0 5 SCCRA Form No 6 (Plan Review, Administration and Continqencv) - Allowance F2-19 EA 0 6 Crack Seal and Seal Coat SF 0 7 Crack Seal and Slurry Seal (Type II) - TN 0 8 Crack Seal and Microsurfacinq - TN 0 9 AC B High Stability (HS) PG 70-10 F2-8 TN 0 10 AC C2 PG 64-10 F2-8 TN 320 q4 Z3 11 AC D2 PG 64-10 F2-8 TN 92 (0 ZI Z 12 Thin Maintenance Overly (TMC) F2-9 TN 0 13 ARHM GG -D PG 64-16 F2-10 TN 0 14 Cold Plane 3" AC F2-4 SF 0 15 Cold Plane 6" AC F24 SF 0 16 Cold Plane 9-112" AC F24 SF 0 17 Keycut Al (See Detail on Plan) F24 LF 0 18 Kevcut A2 (See Detail on Plan) F24 LF 0 19 Ke cut A3 See Detail on Plan) F24 LF 2602 06. 20 Keycut A4 (See Detail on Plan) F24 LF 0 21 Keycut A5 (See Detail on Plan) F24 LF 0 22 Keycut A6 (See Detail on Plan) F24 LF 0 23 Keycut B1 (See Detail on Plan) F24 LF 0 24 Keycut B2 (See Detail on Plan) F24 LF 0 25 Keycut B3 See Detail on Plan) F24 LF 230 S SO / Z S CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO, BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 lKevcut B5 (See Detail on Plan) F24 LF 0 27 Keycut B6 (See Detail on Plan) F24 LF 0 28 Dicout or Remove & ReDlace 4" AC F2.5 SF 0 29 Remove 14" (12-3/4" to 15-1/4") & Replace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs F2-7 I SF 0 31 AC Berm F2-8 LF 152 s l 32 Install Ge rid F2-5 SY 0 33 Shoulder Backinq F2-11 LF 0 34 Lower Manhole Covers 172-13 EA 0 35 Lower Water /Gas Valve Covers F2-13 EA 0 36 Lower Utility Cover / Vault / Well F2-13 EA 0 37 Adiust Manhole Covers to Finish Grade F2-13 EA 0 38 Adiust Water / Gas Valve Cover Finish Grade F2-13 EA 0 39 Adiust Utility Cover / Vault / Well to Finish Grade F2-13 EA 0 40 Loop Detector Covers - EA 0 41 Remove and Install Temporary Traffic Loops F2-14 EA 0 42 Install Blue RPM'S (& Fire Hydrant F2-17 EA 0 43 12" White Crosswalk I Limit Line (Thermo) F2-17 LF 75 1s . ZS 44 12" Yellow Crosswalk Line (Thermo) F2-17 LF 0 45 Strioinq Detail # 4 (Markers) F2-17 LF 0 46 Strioinq Detail # 8 (Thermo) F2-17 LF 0 47 Stripinq Detail # 9 (Thermo & Markers) F2-17 LF 0 48 Strioinq Detail # 10 (Thermo & Markers) F2-17 LF 0 49 Stripinq Detail # 13 (Markers) F2-17 LF 0 50 Strioino Detail # 21 (Thermo) F2-17 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT j TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-17 LF 0 52 Striping Detail # 23 (Thermo & Markers) F2-17 LF 0 I 53 Striping Detail # 27B (Thermo) F2-17 LF 0 54 Striping Detail # 28 (Thermo) F2-17 LF 0 55 Striping Detail # 30 (Markers) F2-17 LF 0 56 Striping Detail # 31 (Thermo) F2-17 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-17 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-17 LF 0 59 Striping Detail # 36A (Thermo) F2-17 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-17 LF 0 61 1 Striping Detail # 40 (Thermo) F2-17 LF 0 62 025" Legend(Thenno) F2-17 EA 0 63 "STOP" Legend (Thermo) F2-17 EA 2 S 2 b •� 64 "XING" Legend (Thermo) F2-17 EA 0 65 "SLOW" Legend (Thermo) F2-17 EA 0 66 "SCHOOL" Legend (Thermo) F2-17 Flt 0 67 "AHEAD" Legend (Thermo) F2-17 EA 0 68 "RXR" Legend (Thermo) F2-17 EA 0 69 "SIGNAL" Legend (Thermo) F2-17 EA 0 70 "KEEP" Legend (Thermo) F2-17 EA 0 71 "CLEAR" Legend (Thermo) F2-17 EA 0 72 Arrow Type 1 (Thermo) F2-17 EA 0 73 Arrow T pe II L / R (Thermo) F2-17 EA 0 74 Arrow Type IV L / R (Thermo) F2-17 EA 0 75 jArrow Type VI L / R (Thermo) 172-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Toro Enterprisw, Inc, TOTAL ALTERNATE 2 - C8 & C9 BID TOTAL AMOUNT IN FIGURES: SSI S Zl �. ZS TOTAL AMOUNT IN WORDS: *NOTE, In case of error in extension of price into the total price column, the unit price will govern. ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L I R (Thermo) 172-17 EA 0 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping - LS 0 79 Adiust Manhole Covers to Finish Grade on Microsurfacino and Slurry Seal (Revocable Item) EA 0 80 1 Over -Excavation (Revocable Item) F2-5 SF 0 81 Sidewalks and Driveway Sweeping - LS 0 82 Rip Rap F2-12 LF 0 83 Remove and Install Permanent Traffic Loos F2-14 EA 0 TOTAL ALTERNATE 2 - C8 & C9 BID TOTAL AMOUNT IN FIGURES: SSI S Zl �. ZS TOTAL AMOUNT IN WORDS: *NOTE, In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 00.' 2 Traffic Control F2-2 LS 1 3 5-1)0. 5co.' 3 Storm Water Pollution Prevention Pian F1-9 LS 1 000. 0.0� 4 SCCRA Flagging - Allowance Per Da F2-18 EA 5 $ 1.500.00 $ 7.500.00 5 ISCCRA Form No 6 Plan Review, Administration and Contingency) - Allowance F2-19 EA 1 $ 3.700.00 $ 3.700.00 6 Crack Seal and Seal Coat SF 0 7 Crack Seal and Slurry Seal (Type II) TN 0 8 Crack Seal and Microsurfacing TN 0 9 AC B High Stabiles (HS) PG 70-10 F2-8 TN 0 10 AC C2 PG 64-10 F2-8 TN 477 " 11 AC D2 PG 64-10 F2-8 TN 0 12 Thin Maintenance Overlay TMO) F2-9 TN 0 13 ARHM GG -D PG 64-16 F2-10 TN 0 14 Cold Plane 3" AC F2-4 SF 0 15 Cold Plane 6" AC F2-4 SF 0 16 Cold Plane 9-112" AC F2-4 SF 7530 S 17 Ke cut Al (See Detail on Plan) F2-4 LF 0 18 Ke cut A2 See Detail on Plan) F24 LF 0 19 Ke cut A3 See Detail on Plan) F2-4 LF 0 20 Ke cut A4 (See Detail on Plan) F2-4 LF 0 21 Ke cut A5 See Detail on Plan F24 LF 0 22 Ke cut A6 See Detail on Plan) F2-4 LF 0 Ke cut 81 See Detail on Plan) F2-4 LF 0 L23 24 Kevcut 82 See Detail on Plan) F2-4 LF 0 26 Ke cut B3 (See Detail on Plan) F2.4 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 -ALTERNATE 3 BID BID SCHEDULE BIDDER: Faro Enterprises, Inc. REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Kevcut B5 (See Detail on Plan) F2-4 LF 0 27 Kevcut B6 (See Detail on Plan) F2-4 LF 0 28 Diaout or Remove & Replace 4" AC F2-5 SF 0 29 Remove 14" (12-3l4" to 15-1l4") &Replace 12-3l4" AC F2-5 SF 0 30 1 Remove Tree Roots Below AC/PCC Repairs F2-7 SF 0 31 AC Berm F2-8 LF 0 32 Install Geoqrid F2-5 SY 0 33 Shoulder Backinq F2-11 LF 0 34 Lower Manhole Covers F2-13 EA 1 35 Lower Water / Gas Valve Covers F2-13 EA 8 ZO,� 36 (Lower Utility Cover / Vault I Well F2-13 EA 0 37 ,Adjust Manhole Covers to Finish Grade F2-13 EA 1 `L� -!o`-' . 38 .Adjust Water / Gas Valve Cover Finish Grade F2-13 EA 8- 39 Adiust Utiljty Cover I Vault/ Well to Finish Grade F2-13 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loops F2-14 EA 0 42 Install Blue RPM's 0 Fire Hvdrant F2-17 EA 0 43 12" White Crosswalk / Limit Line (Thermo) F2-17 LF 120 44 12" Yellow Crosswalk Line (Thermo) F2-17 LF 0 45 Striping Detail # 4 (Markers) F2-17 LF 0 46 Strioina Detail # 8 (Thermo) F2-17 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2.17 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-17 LF 308 6, 3457 0 rib 49 Striping Detail # 13 (Markers) F2-17 LF 0 50 1 Striping Detail # 21 (Thermo) F2.17 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEMBID NO. ITEMS PAYMENT ' UNIT REFERENCE TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 Thermo & Markers F2-17 LF 100 Z 52 Striping Detail # 23 (Thermo & Markers) F2-17 LF 0 53 Striping Detail # 27B (Thermo) F2-17 LF 0 54 Striping Detail # 28 Thermo) F2-17 LF 0 55 Striping Detail # 30 (Markers) F2-17 LF 0 56 Striping Detail # 31 (Thermo) F2-17 LF 0 57 Striping Detail # 32 Thermo & Markers F2-17 LF 0 58 Striping Detail # 38 Thermo & Markers F2-17 LF 0 59 StriDinq Detail # 38A (Thernol F2-17 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-17 LF 0 61 Striping Detail # 40(Thermo) F2-17 LF 0 62 "25" Leaend (Thermo) F2-17 EA 0 63 "STOP" Legend (Thermo) F2-17 EA 0 64 "XING" Legend (Thermo) F2-17 E4 0 65 "SLOW" Legend (Thermo) F2-17 EA 0 66 "SCHOOL" Legend (Thermo) F2-17 EA 0 67 1 "AHEAD" Legend (Thermo) F2-17 EA 0 68 "RXR" Legend(Thermo) F2-17 EA 2 69 "SIGNAL" Legend (Thermo) F2-17 EA 0 70 "KEEP" Legend (Thermo) F2-17 EA 0 71 "CLEAR"Legend Thermo F2-17 EA 0 72 Arrow Type I (Thermo) F2-17 EA 0 73 Arrow Type II L / R (Thermo) F2-17 EA 0 74 Arrow T pe IV L / R (Thermo) F2-17 EA 1 75 Arrow Type VI L / R (Thermo) F2-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc, TOTAL ALTERNATE 3 - C18 BID TOTAL AMOUNT IN FIGURES: �) 1 9!5 ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo) 172-17 EA 1 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping LS 0 79 Adiust Manhole Covers to Finish Grade on Microsurfacma and Slurry Seal (Revocable Item) EA 0 80 IOVer-Excavation (Revocable Iteml F2-5 I SF 1 0 81 ISidewalks and Driveway Sweeoina LS 0 82 Rip Rap F2-12 LF 1 0 83 Remove and Install Permanent Traffic Loops F2-14 I EA 1 0 TOTAL IIALTERNATE 3 - C18 BID TOTAL AMOUNT IN WORDS: . )P Vv�t4tt 6fu 7haoa ad. OU ,no HvM(Ml k,44i/ �IUtn7 Lbflvs ' ZaA4* t -NOTE: In case of error in extension of price into the total price column, the unit price will govern. ALTERNATE 3 - C18 BID TOTAL AMOUNT IN FIGURES: �) 1 9!5 9 • go IIALTERNATE 3 - C18 BID TOTAL AMOUNT IN WORDS: . )P Vv�t4tt 6fu 7haoa ad. OU ,no HvM(Ml k,44i/ �IUtn7 Lbflvs ' ZaA4* t -NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 Z Z O 2 Traffic Control F2-2 LS 1 2,0w - Z owi 3 Storm Water Polludon Prevention Plan F1-9 LS 1 OOO. � 4 SCCRA Flagging - Allowance (Per Da) F2 -18i, EA 0 5 JSCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance F2-19 EA 0 6 Crack Seal and Seal Coat SF 0 7 Crack Seal and Slurry Seal (Type Ip - TN 0 8 Crack Seal and Microsurfacinq TN 0 9 AC B High Stabiles (HS) PG 70-10 F2-8 TN 0 10 AC C2 PG 64-10 F2-8 TN 0 11 AC D2 PG 64-10 F2-8 TN 0 12 Thin Maintenance Overlay (TMO) F2-9 TN 0 13 ARHM GG -D PG 64-16 F2-10 TN 0 14 Cold Plane 3" AC 1724 SF 0 15 Cold Plane 6" AC F2-4 SF 0 16 Cold Plane 9-112" AC F2-4 SF 0 17 Ke cut Al (See Detail on Plan) F2-4 LF 0 18 Keycut A2 See Detail on Plan) F24 LF 0 19 Ke cut A3 (See Detail on Plan) F2-4 LF 0 20 Ke cut A4 (See Detail on Plan) F2-4 LF 0 21 Ke cut A5 (See Detail on Plan) F24 LF 0 22 Ke cut A5 (See Detail on Plan) F2.4 LF 0 23Ke cut B1 (See Detail on Plan) F24 LF 0 24 Ke cut 32 See Detail on Plan) F24 LF 0 25 Keycut 83 (See Detail on Plan) F24 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc, ITEMPAYMENTTOTAL NO. BID ITEMS REFERENCE UNIT QUANTITIES UNIT PRICE "TOTAL COST 26 Keycut B5 (See Detail on Plan) F2.4 LF 0 27 Kevcut B6 (See Detail on Plan) F24 LF 0 28 Diaout or Remove & Reolace4" AC F2-5 SF 540 3, ZHp - 29 IRemuve 14"(12-3/4" to 15-1/4") & Replace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs -7 SF 0 31 AC Berm F2-8 LF 0 32 Install Geogrid F2-5 SY 0 33 Shoulder Backino F2-11 LF 0 34 Lower Manhole Covers F2-13 EA 0 35 Lower Water / Gas Valve Covers 172-13 EA 0 36 Lower Utilitv Cover/ Vault I Well F2-13 EA 0 37 Adiust Manhole Covers to Finish Grade F2-13 EA 0 38 Adiust Water / Gas Valve Cover Finish Grade F2-13 EA 0 39 Adiust Utilitv Cover I Vault / Well to Finish Grade F2-13 EA 0 40 LooD Detector Covers EA 0 41 Remove and Install TemDorary Traffic Loops F2-14 EA 0 42 Install Blue RPM's (al Fire Hvdrant F2-17 EA 0 43 12" White Crosswalk i Limit Line (Thermo) F2-17 LF 0 44 12" Yellow Crosswalk Line (Thermo) F2-17 LF 0 45 Stripinq Detail # 4 (Markers) F2-17 LF 0 46 Stripina Detail # 8 (Thermo) F2-17 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-17 LF 0 48 Strinina Detail # 10 (Thermo & Markers) 172-17 LF 0 49 Stripina Detail # 13 (Markers) F2-17 LF 0 50 Stripina Detail # 21 (Thermo) F2-17 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE *TOTAL COST 51 StripingDetail # 22 (Thermo & Markers) F2-17 LF 0 52 Striping Detail # 23 (Thermo & Markers) F2-17 LF 0 53 Striping Detail # 278 (Thermo) F2-17 LF 0 54 Striping Detail # 28 (Thermo) F2.17 LF 0 55 Striping Detail # 30 (Markers) F2-17 LF 0 56 Striping Detail # 31 (Thermo) F2-17 LF 0 57 Stnping Detail # 32 (Thermo & Markers) F2-17 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-17 LF 0 59 Striping Detail # 38A (Thermo) F2-17 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-17 LF 0 61 Striping Detail # 40 (Thermo) F2-17 LF 0 62 "25" Legend (Thermo) F2-17 EA 0 63 "STOP" Legend (Thermo) 172-17 EA 0 64 "XING'L end(Thermo) F2-17 EA 0 65 "SLOW" Legend (Thermo) F2-17 EA 0 66 "SCHOOL" Legend (Thermo) F2-17 EA 0 67 "AHEAD"Legend (Thermo) F2-17 EA 0 68 "RXR" Legend (Thermo) F2-17 EA 0 69 "SIGNAL" Legend (Thermo) 172-17 EA 0 70 "KEEP" Legend (Thermo) F2-17 EA 0 71 "CLEAR" Legend (Thermo) F2-17 EA 0 72 Arrow Type I (Thermo) F2-17 EA 0 73 Arrow Type II L / R (Thermo) F2-17 EA 0 !7E Arrow Type IV L / R (Thermo) F2-17 EA 0 Arrow Type VI L / R (Thermo) F2-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Taro Ent@rpnS@S, TE 4 - N3 BID TOTAL AMOUNT IN FIGURES: `P� ID, 04-15. J ALTERNATE 4 - N3 BID TOTAL AMOUNT IN WORDS: pyo -TILOV541. 1 Sutvi, H%ind(Ql PAggeL -PA &r"S 'NOTE. In case of error in extension of price into the total price column, the unit price will govern. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo) F2-17 EA 0 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping LS 0 79 Adiust Manhole Covers to Finish Grade on Microsurfaci and Stu Seal (Revocable Item) EA 0 80 Over -Excavation (Revocable Item) 172-5 SF 33 7{ 1Sidewalks P82 and Drivewa Swee inq - LS 0 Rip Rao F2-12 LF 0 83 Remove and install Permanent Traffic Loops F2-14 EA 0 TE 4 - N3 BID TOTAL AMOUNT IN FIGURES: `P� ID, 04-15. J ALTERNATE 4 - N3 BID TOTAL AMOUNT IN WORDS: pyo -TILOV541. 1 Sutvi, H%ind(Ql PAggeL -PA &r"S 'NOTE. In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 5 BID BID SCHEDULE BIDDER: Toro Enterpnses, Inc. 1 ITEM NO. BID ITEMS PAYMENT UNIT REFERENCE I TOTAL UNIT PRICE QUANTITIES *TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 wr�b— 2 Traffic Control F2-2 LS 1 C'D , ' S 00 3 Storm Water Pollution Prevention Plan F1-9 LS 1 00 4 SCCRA Flagging - Allowance (Per Day) F2-18 EA 0 5 SCCRA Form No 6 (Plan Review, Administration and Continoancv) - Allowance F2-19 EA 0 6 Crack Seal and Seal Coat - SF 0 7 Crack Seal and SlurTy Seal (Type ll) TN 0 8 Crack Seal and Microsurfacing TN 0 9 AC B High Stabil (HS) PG 70-10 F2-8 TN 0 10 AC C2 PC 64-10 F2-8 TN 0 11 AC D2 PG 64-10 F2-8 TN 0 12 Thin Maintenance Overlay (TMO) F2-9 TN 654 loo .' S gob ; 13 ARHM GG -D PG 64-16 F2-10 TN 4307 gZ,qo S4 14 Cold Plane 3" AC F2A SF 0 15 Cold Plane 6" AC F24 SF 0 16 Cold Plane 9-1/2" AC F2-4 SF 0 17 Keycut At (See Detail on Plan) F24 LF 21145 tp 10 23 zs ,sq 18 Keycut A2 (See Detail on Plan) F24 LF 254 So 19 Keycut A3 (See Detail on Plan) F2A LF 6247 20 Ke cut A4 (See Detail on Plan) F24 LF 0 21 Keycut A5 (See Detail on Plan) F2A LF 0 22 Keycut A6 (See Detail on Plan) F24 LF 0 23 Keycut B1 See Detail on Plan F24 LF 125 9.50 SO 24 Ke cut B2 See Detail on Plan F2A LF 156 25 Keycut B3 (See Detail on Plan) F24 LF 35 Z •' 24 - 1 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 5 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Kevcut B5 (See Detail on Plan) F2-4 LF 0 27 Kevcut B6 (See Detail on Plan) F2-4 LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 3273 (0b of OS 29 Remove 14" (12-34" to 15-1/4") & Reolace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs F2-7 I SF 681 31 AC Berm F2-8 LF 0 32 Install Geoarjd I Sy 0 33 Shoulder Backina F2-11 LF 0 34 Lower Manhole Covers 172-13 EA 56 250- 1tie 000-� 35 Lower Water I Gas Valve Covers F2-13 EA 55 $, 025. 36 Lower Utility Cover / Vault / Well F2-13 EA 0 37 Adiust Manhole Covers to Finish Grade F2-13 EA 56 3 _' ZI 06c) 38 Adjust Water/ Gas Valve Cover Finish Grade 172-13 EA 55 S 39 Adjust Utility Cover / Vault / Well to Finish Grade F2-13 EA 0 40 Loop Detector Covers - EA 0 41 Remove and Install Temporary Traffic Loops F2-14 EA 11 14(5-' $ 42 Install Blue RPM'S (a) Fire Hydrant F2.17 EA 23 40 43 12" White Crosswalk / Limit Line (Thermo) F2-17 LF 270 44 12" Yellow Crosswalk Line (Thermo) F2-17 LF 360 45 Strioina Detail # 4 (Markers) F2.17 LF 0 46 Stn ina Detail # 8 (Thermo) F2-17 LF 0 47 Stnpinq Detail # 9 (Thermo & Markers) F2-17 LF 0 48 Strioina Detail # 10 (Thermo & Markers) F2-17 LF 0 49 SthDinq Detail # 13 (Markers) F2-17 LF 0 50 Strioina Detail # 21 (Thermo) F2-17 LF 0 CITY OF SANTA CLARITA 2016.17 ANNUAL OVERLAY PROJECT - M0115 • ALTERNATE 5 BID BID SCHEDULE BIDDER: Toro .Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCEQUANTITIES TOTAL UNIT PRICE 'TOTAL COST 51 StripingDetail # 22 (Thermo & Markers) F2-17 15352 Stri in Detail # 23 (Thermo & Markers) F2-17 fUN;T 165453 Stripin Detail # 27B (Thermo) F2-17 126454 Stripin Detail # 28 (Thermo) F2-17 0 55 Striping Detail # 30 (Markers) F2-17 LF 0 56 Striping Detail#31 (Thermo) F2-17 LF 79 57 Striping Detail # 32 (Themes & Markers) F2-17 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-17 LF 0 59 Striping Detail # 38A (Thermo) F2-17 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-17 LF 0 61 Stripina Detail #40 (Thermo) 172-17 LF 0 62 "25" Legend (Thermo) F2-17 EA 0 63 "STOP" Legend (Thermo) F2-17 EA 13 1 104. 45Z-- Z.r64 64 "RING" Legend (Thermo) F2-17 EA 1 113 L4. ' (04. 65 "SLOW" Legend (Thermo) F2-17 EA 1 iciq' /(:s4.' 66 "SCHOOL" Legend (Thermo) F2-17 EA 1 1 Z , � 67 "AHEAD" Legend (Thermo) F2-17 EA 1 68 "RXR" Legend (Thermo) 172.17 EA 0 69 "SIGNAL" L end (Thermo) F2-17 EA 1 17S. ZS: 70 "KEEP"Legend (Thermo) F2-17 EA 1 71 "CLEAR" Legend (Thermo) F2-17 EA 1 tog 72 Arrow Type I (Thermo) 172-17 EA 0 73 Arrow Type II L / R (Thermo) 172-17 EA 0 74 jArrow Type IV L / R (Thermo) 172-17 EA 0 75 1 Arrow Type VI L / R (Thermo) 172-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 -ALTERNATE 5 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT UNIT REFERENCE TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo) F2-17 EA 0 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping LS 0 79 Adiust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) EA 0 80 Over -Excavation (Revocable Iteml F25 SF 197 nn " I - 81 Sidewalks and Driveway Sweeping LS 0 82 RiD Rap F2-12 LF 0 83 Remove and Install Permanent Traffic Loops F2-14 EA 23 55. TOTAL .ALTERNATE 5 - S4 & V6N BID TOTAL AMOUNT IN FIGURES: 55:71 2 32j - 2`E ALTERNATE 5 - S4 & V6N BID TOTAL AMOUNT IN WORDS: ' .SCye4 -rltoy5and, 'rti t4vrJ(e4( Do&ir5 twiet rC445 `NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - 111110115 - ALTERNATE 6 BID BID SCHEDULE BIDDER: Toro Enti'prises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization. Bonds & Insurance F2-1 LS 1 po,,� Opp .— 2 Traffic Control F2-2 LS 1 45"000.— 3 Storm Water Pollution Prevention Plan F1-9 LS 1 1 100 ,� 4 SCCRA Flagging - Allowance (Per Da) F2-18 EA 0 5 1 SCCRA Form No 6 (Plan Review. Administration and Contingency) - Allowance F2-19 EA 0 6 Crack Seal and Seal Coat SF 0 7 Crack Seal and Slurry Seal (Type ll) TN 0 8 Crack Seal and Microsurfacina TN 0 9 AC B High Stability (HS) PG 70-10 F2.8 TN 0 10 AC C2 PG 64-10 F2-8 TN 244 8s ` 11 AC D2 PG 6410 F2-8 TN 0 12 13 Thin Maintenance Overlay (TMO) ARHM GG -D PG 64-16 F2-9 F2-10 TN TN 0 0 14 Cold Plane 3" AC F2-4 SF 0 15 Cold Plane 6" AC F24 SF 6500 ZS 1 Zy 16 Cold Plane 3112" AC F2-4 SF 0 17 Ke cut At See Detail on Plan F2-4 LF 0 18 Ke cut A2 See Detail on Plan F2-4 LF 0 19 Ke cut A3 (See Detail on Plan) F2-4 LF 0 20 Keycut A4 (See Detail on Plan) F24 LF 0 21 Ke cut A5 See Detail on Plan) F2-4 LF 0 22 Kecut A6 (See Detail on Plan) F2-4 LF 0 23 .y.B1 (See Detail on Plan) F2- LF 0 24 Ke cut B2 (See Detail on Plan) F2� LF 0 25 Ke ut B3 (See Detail on Plan) F24 I LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 6 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. 810 ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Kevcut B5 (See Detail on Plan) F2-4 LF 0 27 Kevcut B6 (See Detail on Plan) F2-4 LF 0 28 Diaou: or Remove & Replace 4" AC F2-5 SF 0 29 Remove 14" (12-314" to 15-1 A") & Replace 12-314" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs F2-7 I SF 0 31 AC Berrn F2-8 LF 0 32 Install Geoand F2-5 SY 0 33 Shoulder Backinq F2-11 LF 0 34 Lower Manhole Covers F2-13 EA 0 35 Lower Water/ Gas Valve Covers F2-13 EA 0 36 Lower Utilitv Cover/Vault/Well F2-13 EA 0 37 Adjust Manhole Covers to Finish Grade F2-13 EA 0 38 Adjust Water! Gas Valve Cover Finish Grade F2-13 EA 0 39 Adjust Utilitv Cover / Vault / Well to Finish Grade F2-13 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traf r Loops F2-14 EA 0 42 Install Blue RPM's (d Fire Hvdrant F2-17 FA 0 43 12" White Crosswalk / Limit Line (Thermo) F2-17 LF 47 , ZS 9. ?S 44 12" Yellow Crosswalk Line (Thermo) F2-17 LF 0 45 Striping Detail # 4 (Markers) F2-17 LF 0 46 Striping Detail # 8 (Thermo) F2-17 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-17 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-17 LF 0 49 Striping Detail # 13 (Markers) F2-17 LF 0 50 Stripina Detail # 21 (Thermo) F2-17 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 6 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-17 LF 0 52 Striping Detail # 23 Thermo & Markers) F2-17 LF 94 q 53 Striping Detail # 27B (Thermo) F2-17 LF 0 54 StripingDetail # 28 (Thermo) F2-17 LF 0 55 Striping Detail # 30 (Markers) F2-17 I LF 0 56 Striping Detail#31 Thermo F2-17 LF 0 57 Striping Detail # 32(Thermo & Markers) F2-17 LF 0 58 Striping Detail # 38 i Thermo & Markers) F2-17 LF 0 59 Striping Detail # 38A (Thermol F2-17 LF 52 , �%O , SAO 60 Striping Detail # 38C (Thermo & Markers) F2-17 LF 0 61 Striping Detail#40(Thermo) F2-17 LF 0 62 "25" Legend (Thermo) F2-17 EA 0 63 "STOP" Leqend (Thermo) F2-17 EA 0 64 "XING" Legend (Thermo) F2-17 EA 0 65 "SLOW" Leqend Jhermo) F2-17 EA 0 66 "SCHOOL" L end (Tnermo) F2-17 EA 0 67 "AHEAD" Leclend (Therm) F2-17 EA 0 68 "RXR" L end (Thermo) F2-17 EA 0 69 "SIGNAL"Legend(Thermo) F2-17 EA 0 70 "KEEP" Legend (Thermo) F2-17 EA 0 71 "CLEAR" Legend(Thermo) F2-17 FA 0 72 Arrow Type I(Thermo) 172-17 FA 0 73 ArrowT e II L / R Thermo) F2-17 EA 1 �(o- (S(,•" 74 Arrow T, IV L I R (Thermo) F2-17 EA 2 S$ 75 Arrow Type VI L I R (Thermo) F2-17 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL OVERLAY PROJECT - M0115 - ALTERNATE 6 BID BID SCHEDULE BIDDER: Toro Enterprises, Inc, TOTAL ALTERNATE 6 - CAMP PLENTY BID TOTAL AMOUNT IN FIGURES: ALTERNATE 6 - CAMP PLENTY BID TOTAL AMOUNT IN wive ac(5 `NOTE In case of error in extension of price into the total price column, the unit price will govern. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES ITEMBID NO. UNIT PRICE `TOTAL COST 76 Arrow Tvpe VII L I R (Thermo) F2-17 EA 0 77 Install and Remove Temporary Video Detection Camera F2-15 EA 0 78 Street Sweeping LS 0 79 Adiust Manhole Covers to Finish Grade on Microsurfacino and Slurry Seal (Revocable Item) EA 0 80 Over -Excavation (Revocable Item) F2-5 SF 0 81 Sidewalks and Driveway Sweeping - LS 0 82 Rip Rap F2-12 LF 0 83 Remove and install Permanent Traffic Loops F2-14 EA 0 TOTAL ALTERNATE 6 - CAMP PLENTY BID TOTAL AMOUNT IN FIGURES: ALTERNATE 6 - CAMP PLENTY BID TOTAL AMOUNT IN wive ac(5 `NOTE In case of error in extension of price into the total price column, the unit price will govern. BID SCHEDULE 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No, M0115 City of Santa Clarita, California 111. BIDDER: Joro,EpterpriSeS, Inc. BID SUMMARY TOTAL PRICE IN FIGURES $ BASE BID TOTAL PRICE Four MI M# n_ rwr Hvodrd 3i0 y-,7Afee vs*4 Phele IN WORDS Vr AiW 'C 1' C FT TOTAL PRICE IN FIGURES $ �f ^ O IGD ADD ALTERNATE 1 4G , TOTAL PRICE / L' �/ J ` FbUr #vnAj t! 51x4y /AvvY�//j `�'on XVMrG�C �'IV� IN WORDS TOTAL PRICE IN FIGURES / $ SS C�2� 27 ADD ALTERNATE 2 TOTAL PRICE �ry77, VG VSAA�� �V,e IN WORDS fk WPAf.7 /IV TOTAL PRICE IN FIGURES s a �{ ADD ALTERNATE 3 � c� ,, II ee,�s/'N� -41&e wdWi ry0M1e HVrt r �7r TOTAL PRICE .4eVM, IN WORDS A116Lr5 G/ A TOTAL PRICE IN FIGURES $ ADD ALTERNATE 4 TOTAL PRICE ./ �R 14Vn(,Fre �ft ert ! O V jan, Seven 1: IN WORDS TOTAL PRICE IN FIGURES $ ADD ALTERNATE 5 Five f(r,nsfr2,! F -.S�ver� oVStn Twe Hu r TOTAL PRICE � IN WORDS 7� j1i - r Da 4w w V/ TOTAL PRICE IN FIGURES $ 3 5o • �" 5 ADD ALTERNATE 6 1 �I /V1 &C. 7;6V U ' TOTAL PRICE IN WORDS S� C -2a BID SCHEDULE 2016-17 Annual Overlay Project Bid No. ENG -16-17-M011 Project No. M0115 City of Santa Clarita, California BIDDER: TOTAL PRICE p TOTAL OF BASE BID AND IN FIGURES ; ALL ADD ALTERNATES TOTAL PRICE fI„e 111i1R�n $ix voAre 1 IN WORDS TAw U, � - A �� n- 1 J l� 7iI nLr *NOTE: In case of error in extension of price into the total price column, the unit price will govern. C -2b DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 ar,,S Co DBE STATUS: Dollar Value of Work Age of Firm: 15 eA/f/ 5 Certifying Agency; Annual Gross Receipts, SM Location an Plac f Business Certifying Agency: lr Sloom-mce4on Gf} Phone ( ) Big Schedule Item Nos.: U Description of Vk 10VS U!,(VtS IWork i Ci� Jfrl i' License No. Exp. Date: / / Ph e ( ) O O fo Subcontractor rs 4A WC DBE STATUS: �y Location and Place of Business Dollar Value of Work [Annual �9 D Rt Age of Firm: 15- Certifying Agency: lr Gross Receipts: Location and Plad of Business Phone ( ) / i�f Pii� Ci� Bid Schedule Item Nos.: Description of Work �a ,/ / vile. til L 4..5 d-04AAP La License No. Exp. ate: / / Phone) SZO 11/0 U0 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 -3a DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 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 ( ) 1 Subcontractor Age of Firm: DBE STATUS: Certifying Agency: 7 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 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 City of Santa Clarits, California Listed below are the names and locations of the places of business of each subcontractor 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 fine, and annual gross receipts are required if subcontractor is participating as a DBE. Subcontractor DBE STATUS: Dollar Value of Work Age of Firm: Certifying Agency: Annual Gross Receipts: Location and Place of Business y Bid Schedule Item Nos.: Description of Work Phone ( ) License No. Exp. Date: / / Phone { } Subcontractor Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place o Business Bid Schedule Item os.: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor Age of Finn: 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 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO116 Project No. M0115 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: 1. *PLEASE SEE ATTACHED* Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 2. *PLEASE SEE ATTACHED* Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 3. *PLEASE SEE ATTACHED* 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: Travelers Casualty & Surety Como: Robert Torres - 21688 Gateway Center Dr., Diamond Bar, CA 91765 (909)612-9654 AON Risk Services: KeAna Conrad - 425 Market Street, Suite 2800 San Francisco, CA 94105 (415) 486-6954 TORO ENTERPRISES, INC. Contractors Name C-4 GENERAL ENGINEERING CONTRACTORS REFERENCE LIST PAVING Contract With: County of Ventura Contact: Ariel Baraza (805) 654-2058 Brief Description: Cold Milling, AC Taper with Key, ARHM Overlay Project: Pavement Resurfacing -Meiners Oaks Area Owner: County of Ventura Contract Amount: $1,483,512.00 Completed: 4/2013 Contract With: City of Oxnard - 305 W. Third Street, Oxnard, CA 93030 Contact: Raymond Williams (805) 385-7902 Description: ARHM 7,643TN, AC 2,61 ITN, Cold Mill, 600 LF C&G Project: Del Norte Blvd. Improvements Owner: City of Oxnard Contract Amount: $1,776,547.00 Completed: 1/14 Contract With: County of Ventura Contact: Irma Vasquez Description: Road widening and realignment Project: Donlon Road Alignment Blvd Owner: County of Ventura Contract Amount: $2,221,092.00 Completed: 08/01/2016 Contract With: City of Santa Clarita - 23920 Valencia Blvd. Santa Clarita, CA 91355 Contact: Bill Whitlach (661) 255-4933 Description: 18,547TN ARHM, (TMO) 7,573TN, AC 5,500TN Project: 2012-2013 Overlay -Slurry Seal Project Owner: City of Santa Clarita Contract Amount: $3,892,036.00 Completed: 2/14 Contract With: County of Ventura - 800 S. Victoria Ave., Ventura, CA 93009 Contact: Ariel Braza (805) 654-2058 Description: Cold Milling, ARHM Overlay, Shoulder Backing, PCC Curb & Gutter Project: Pavement Rehabilitation - Ojai/West Ventura Areas, Phase III Owner: County of Ventura Contract Amount: $1,393,297.00 Completed: 9/2013 GENERAL ENGINEERING CONTRACTORS REFERENCE LIST CONCRETE PROJECTS Contract With: City of Burbank - 310 E. Olive Ave. Burbank, CA 91502 Contact: Jon Molinar (818) 238-3919 Brief Description: R&R Sidewalk, Driveways, C&G, Ped. Ramps Project: 2011 Sidewalk Repair Project Owner: City of Burbank Contract Amount: $2,500,000.00 Completed: 4/2013 Contract With: Leisure Village Association Contact: Judy Young (805)484-2861 Brief Description: R&R Driveways, Sidewalks, Gutters Project: 2013/14 Concrete Replacement Owner: Leisure Village Association Contract Amount: $69,757.00 Completed: 1/28/14 Contract With: City of South Pasadena - 1414 Mission St, South Pasadena, CA 91030 Contact: Thomas Amare Brief Description: Installation of 4" PCC Sidewalks Project: Sidewalk Replacement Project Owner: City of South Pasadena Contract Amount: $124,929.38 Completed: 6/15 Contract With: City of South Pasadena -1414 Mission St, South Pasadena, CA 91030 Contact: Shin Fuwukawa Brief Description: Remove and Replace C&G, Sidewalks, Ramps Project: 2013/14 Sidewalk Replacement Project Owner: City of South Pasadena Contract Amount: $106,963.80 Completed:10/14 7i777777F/FF=7T !NC_ GENERAL ENGINEERING CONTRACTORS Contract With: City of Simi Valley - 2929 Tapo Canyon Rd., Simi Valley, CA 93063 Contact: Sarah Sheshebor Brief Description: R&R Sidewalks, Curbs, Gutters, Ramps Project: Madera Road Widening Owner: City of Simi Valley Contract Amount: $805,979.04 Completed: 6/15 Contract With: City of Burbank - 310 E. Olive Ave. Burbank, CA 91502 Contact: Karen Little Brief Description: Sawcut and R&R Sidewalks, Curbs, Ramps 8" PCC Project: Residential Street Improvements Owner: City of Burbank Contract Amount: $2,415,950.00 Completed: 12/15 TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTIFICATION 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 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. 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 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California This bidderTORO ENTERPRISES, INC , proposed subcontractor TBD hereby certifies that he has HAS , 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 as , 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 Opportunit all reports that are under the applicable filing requirements. Company: By: Title: Date: PRESIDENT 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 Business Address: 2101 E. VENTURA BLVD. OXNARD, CA, 93036 Telephone No.: (805)463-x515 State CONTRACTOR'S License No. & Class: A. 710580 Original Date: 08/01/1995 Expiration Date: 08/31/2017 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: SEAN CASTILLO, PRESIDENT, 2101 E. VENTURA BLVD, OXNARD, CA, 93036 JERRY HANNIGAN, SECRETARY, 2101 E. VENTURA BLVD, OXNARD, CA, 93036 TRENT ROYLE, V.P. OF OPERATIONS,2101 E. VENTURA BLVD, OXNARD, CA, 93036 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: NONE N/A C-7 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 su i this proposal with the names, title, hands, and seals of all aforementioned principals this d of APUL 20L. S� BIDDER: Signature SEAN CASTILLO, PRESIDE Name and Title of Signatory TORO ENTERPRISES, INC. Legal Name of Bidder 2101 E. VENTURA BLVD, OXNARD, CA, 93036 Address (805)483-4515 77-0396663 Telephone Number Federal Tax I.D. No. SIGNATURES MUST BE MADE AND NOTARY ACKNOWLEDGMENTS OF EXECUTION OF BIDDER MUST BE ATTACHED this Notary day of 20_. C-8 (SEAL) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 r,�reicEr�,�r.�c�crrmssfs,�c�ccar,car.�r.<r.�:ers>cccccr;�a:<.rcrr_rcrcc.<�c�c�earrxcccrc:r,�xc:rcrcr�cxtrrrexe 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 Ventura On April 3. 2017 before me, Renee Cruz, Notary Public =f personally appeared Sean Castillo Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the personv whose name(gf WaFG . subscribed to the within instrument and acknowledged to me that he/sheltbay. executed the samq in his/her/their authorized capacity4s&)r and that by hislheNthelr signature,(s)'on the instrument the person, or the entity upon behalf of which the person (,sf acted, executed the instrument. i RENEECRUZ NolaryPublic-California Ventura County > Commission # 2166011 My Comm. Expires Apr 6, 2021 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Signature Signature of Notary 6abic --------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 for 2016-17 Annual Date: 4-3-17 Overlay Project Bid No. ENG -16-17 M0115 -Overlay; Project No. M0115, City of Santa Clarita Number of Pages:_l_ Signer (s) Other Than Named Above: Capacity(ies) Claimed by S igner(s) Signer's Name Sean Castillo Signer's Name: CkCorporate Officer — Title(s): President ❑ Corporate Officer — ❑Partner — ❑ Limited ❑ General ❑ Individual ❑ Trustee ❑ Other: ❑ Attorney in Fact ❑ Guardian or Conservator Signer Is Representing: ❑ Partner — ❑ Individual ❑ Trustee ❑ Other: ❑ Limited ❑ General ❑ Attorney in Fact ❑Guardian or Conservator Signer Is Representing: 02014National Notary Association •www.NationaiNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item#5907 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 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 procee5 of this check shall become the property of said AGENCY provided this Proposal shall be accepted b aid AGENCY through action of its legally constituted contracting authorities, and the undersigned sh fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the c ck shall be returned to the undersigned. Project Name: 2016-17 Annual Overlay Pro' t v" " d �i�' U Bid No. ENG -16-17-M011 k Project No. M0115 (pD �� 5jb Bidder's Signature CONTRACTOR Address City, State, Zip Code Delete the in plicable work. NOTE If the bidder desires to use a bond instead of a check, the following form shall be executed The Am of this bond shall be not less than ten percent (10%) of the total amount of the bid. C-9 PROPOSAL GUARANTEE BID BOND 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that TORO ENTERPRISES, INC. as BIDDER, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of Ten Percent of Total Amount Bid dollars ($ 10% of Bid ), 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 29 day of BIDDER: SURETY* 1•t• their names, titles, hands, and seals, this gn.17 INC. and Title of Signatory 2101 E. Ventura Blvd., Oxnard, CA 93031 PH: 805-483-4515_ Address 3ulZsscribed and sworn to this day of 20. *** See attached CA Jurat NOTARY (SEAL) ct *Provide BIDDER and SURE me, address, and telephone number and the name, title, address, and telephone number for authorized repeq�ntative. IMPORTANT -Surety Companies ex )cuting must appear on the Treasury Department's most current list Circular 570, as amended and be auth d to transact business in the State where the project is located. C-10 CALIFORNIA JURAT 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 Los An¢eles Subscribed and sworn to (or affirmed) before me on iMA!R 2 g 1011 , by April Martinez • proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. D CCASILLAS COMM. #2162364 Notary Public • California o Los Angeles County S nature Comm, EK iresAu . it 2020 D. Casillas, Notary Public Al' POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America Sl. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 230610 Certificate No. O O 1 O 5 H 5 O 7 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Tracy Aston, Kristine Mendez, KD Conrad, Simone Gerhard, Edward C. Spector, Lisa K. Crail, B. Aleman, Misty Wright, Renato F. Reyes, April Martinez, and Marina Tapia of the City of LOS Angeles , State of California , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, mcognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to he hereto affixed, this day of December 2016 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 2nd St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company eAB�I. Y y.EyV C�T.'MrGS On) ratm S�,1977 ><HAWFya��rySEAL wIirmo'a.(94-p� °r n .Y 1 �'<nxcn llsela O • ''tyl AIN State of Connecticut City of Hartford ss. By. '949 - Robert L. Raney, Senior Pmce President On this the 2nd day of December2016 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Memory Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p.TFT In Witness Whereof, I hereunto set my hand and official seal. iaT�+, My Commission expires the 30th day of June, 2021. * A(y�t1G ,V 58440-5-16 Printed in U.S.A. )Cn&A�k C, jwziuva Marie C. Teheault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seat of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Atmmeys-in-Pact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate hearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Compauy in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undemigned,Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, SL Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that theabove and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which 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 1'1�4R �, 9 2017 120 _. .!L G l . Z! - _ Kevin E. Hughes, Assistant Sec ry GISbIt+ 091 rGRN.INot ltlEhy6YY Ih0IT 01mvr),)l (,rD .0h1R�eIV1lif010. 1962 0 -`�' r+ Fps c2mss ALyirsv'i`..8II YGY IS A✓MY Yf To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.ravelersbond.com. Please refer to the Attomey-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 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, orvalidity of that document. State of California County of Venturi On April 3. 2017 before me, Renee Cruz, Notary Public Date Here Insert Name and Title of the Officer personally appeared Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(W whose name(4 is/are- subscribed to the within instrument and acknowledged to me that he/sheftherexecuted the same in his/her/their authorized capacity(ies), and thatby his/her!#heir signature(Won the instrument the person, or the entity upon behalf of which the personichl acted, executed the instrument. RENEE CRUZ Nolary Public- California < Ventura County Commission # 2166011 My Comm. EvpresApr 6, 2021 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Signature zt!, V Signature of Notary Mblic 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 for 2016-17 Annual Overlay Project Bid No. ENG -16-17: Date: 3/29/17 M0115; City of Santa Clarita Number of Pages:_1_ Signer (s) Other Than Named Above: Capacity(ies) Claimed by S igner(s) Signer's Name Sean Castillo A Corporate Officer — Title(s): President ❑Partner — ❑ Limited ❑ General ❑ Individual ❑ Trustee ❑Other: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Attorney in Fact ❑ Partner — ❑ Limited ❑ General ❑ Guardian or Conservator ❑ Individual ❑ Attorney in Fact Signer Is Representing: ❑ Trustee ❑Guardian or Conservator ❑ Other: Signer Is Representing: %(i<=L9<%(:raL`�'lJU#�' U�LX,f: U>t,'C9t:U�"C:G'{.`r:(::4' V C4K%(4c.t�`c%;`C%Ut-(J4:()44'SeCJ:.G'(:F:4s4�%(7Se6`r%4'U.QZ.TG'�R:ti(}�75i%C)4eC.`T✓''LQ?v`t%4`FG`Q.'r 02014 National Notary Association • www.NationaiNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 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 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT STATE OF CALIFORNIA COUNTY OF LOS ANGELES SEAN CASTILLO being first duly sworn deposes and says that he is the PRESIDENT _ (sole owner, a partner, president, etc.) of TORO ENTERPRISES, INC. 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 connectioX,, therewith to any corporation, partnership, company association, organization, bid depositoryf to any member or AGENCY thereof, or to any other individual, except to such person or pr� s as have a partnership or other financial interest with said BIDDER in his general business. j Bidder: Title PRESIDENT i me this day of 120. C-12 .+.<af.see Attached Document (Notary to cross out lines 1-6 below) 0 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 Califrnia County of Y RENEE CRUZ Notary Public — Calllornia Ventura County 5 Commission A 2188011 — My Cwnn. Elgres A", 2021 Seal Place Notary Seal Above Subscribed and sworn to fflrmod)-before me r on this ✓ K. day of to[20n, by Date onth Year (1) 5'm Gas 10 (and (2) ), Names) of Signers) proved to me on the basis of satisfactory evidence to be the personjid who appeared before me. Of 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 Do um,aent Title orType �QfpDo u ent(: �A051'M 44 Jt1L V4�6I(o'I Document Da Number of Pages � I Si;i Q%clStHer han Na ad6Aova: 0115jC l Or Sa � � 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5910 BIDDER'S QUESTIONNAIRE 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 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: SEAN CASTILLO Telephone: 805.483.4515 2. Type of Firm: r;FNFRAI FNra NFFRING Corporate: CORPORATION Other: Individual: Partnership: 3a. If a corporation, answer these questions: Date of Incorporation: 12/94 State of Incorporation: CALIFORNIA President's Name: SEAN CASTILLO Vice -President's Name: Secretary or Clerk's Name: ,TERRY HANNIGAN Treasurer's Name: 3b. If a partnership, answer these questions: Date of organization: N/A State Organized in: Name of all partners holding more than a 10% interest: C-13 N/A BIDDER'S QUESTIONNAIRE (cont'd) 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 City of Santa Clarita, California Designate which are General or Managing Partners. 4. Name of person holding CONTRACTOR's license: SEAN CASTILLO License number: 710580 Class: A Expiration Date: 8/31/17 5. CONTRACTOR's Representative: SEAN CASTILLO Title: Alternate: JERRY HANNIGAN Title: SECRETARY 6. List the major construction projects your organization has in progress as of this date: Owner: (A) COUNTY OF VENTURA (B) Project Location: CAMARILLO, CA Type of Project: GRIND -OVERLAY ON SYSTEM ROADS CITY OF GLENDALE GLENDALE.CA WAVIR '• �' • C-14 CERTIFICATION OF NON -SEGREGATED FACILITIES 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 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. TORO ENTERPRISES, 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 GENERAL ENGINEERING CONTRACTORS P.O. Box 6285 Oxnard, CA 93031 SEAve.D s,v, Zo I�o-1 �' iiHNuviL 6vtiwtit '?X.3EcT- U ESDA� J4fY4z Y. 2 I7 (:�? 1l=o 6 C I Of SANTA L,RPTA q � Z517,C) VAL(C-Ncui BLvD, StF (Z6 SAuTA CLA?—tTAI CA 913s5 j10 Noor OffN WInt R"LAl . Nlftm C""Ak ldi April 10, 2017 City of Santa Clarita Purchasing Office, Suite 120 23920 Valencia Blvd. Santa Clarita, CA 91355 RE: 2016-17 Annual Slurry Seal Project SIERRA NEVADA CONSTRUCTION. IN( Mali PO Box 50760 Sparks. NV 89435-0760 Yard 8621 Morrison Creek Diive Sammenm CA 95828 Prone 916.387.%19 Tax 916.387.9620 NV .x.25565 !Ak 593393 I, Marc T. Markwell, Secretary / Treasurer of Sierravada Construction, Inc., authorize signature and withdrawal of a bid authority to ��if� L 13(''1146 acting as an agent for Sierra Nevada Construction, Inc. fof the above referenced project. Sincerely, SIERRA1 NEVADA CONSTRUCTION, INC. . �j ^ 1( / i— Marc T. Markwell Secretary / Treasurer April 5, 2017 2016-17 ANNUAL SLURRY SEAL PROJECT Bid No. ENG-16-17-M0115SS Project No. M0115 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: PROPOSAL — PROJECT BID OPENING DATE REVISED PROJECT BID OPENING DATE NOTICE INVITING BIDS - Bid Opening date has been extended to Monday, April 10, 2017 at 11:00 a.m. PROPOSAL - PROJECT BID SCHEDULE REVISED PROJECT BID SCHEDULE See attached Bid Schedules for Base and Alternate 2. Contractor shall replace Base Bid and Alternate 2 Bid Schedules with the attached revised Bid Schedules for Bid Proposal. 1 of 2 Bidders shall acknowledge Addendum No. 3 by executing Addendum 3 and returning with the bid. 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. 3 and accept the aforementioned. ril ,2017 Date Bidder's Signature iA L, 12ober}s Nj csidel,� THIS DOCUMENT TO BE SUBMITTED WITH BID 2 of 2 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization. Bonds & Insurance 172-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Pollution Prevention Plan F1-9 LS 1 4 SCRRA Flagging -Allowance (Per Da) FA 0 5 SCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance - EA 0 6 Crack Seal and Seal Coat F2-10 SF 29482 7 Crack Seal and Slurry Seal (Type Ip F2-9 TN 265 8 Crack Seal and Microsurfacing 172-8 TN 1667 9 AC B High Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 6410 F2-7 TN 1 12 Thin Maintenance Overlay (TMO) - TN 0 13 ARHM GG -D PG 64-16 - TN 0 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC - SF 0 16 Cold Plane 9-1/2" AC SF 0 17 Ke cut Al (See Detail on Plan) - LF 0 18 Ke cut A2 (See Detail on Plan) LF 0 19 Ke cut A3 (See Detail on Plan) - LF 0 20 Kevcut A4 (See Detail on Plan) LF 0 21 Ke cut A5 (See Detail on Plan) - LF 0 22 Kevcut A6 (See Detail on Plan) LF 0 23 Keycut Bt (See Detail on Plan) LF 0 24Kevcut B2 (See Detail on Plan) LF 0 25 Ke cut B3 (See Detail on Plan) LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 26 Ke cut 85 (See Detail on Plan) LF 0 27 Ke cul B6 See Detail on Plan) - LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 3169 29 Remove 14" (12-314" to 15-114") & Replace 12-3/4" AC F2-5 SF 0 30 1 Remove Tree Roots Below AC/PCC Repairs - SF 0 31 AC Berm - LF 0 32 Install Geogrid - SY 0 33 Shoulder Backing LF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water I Gas Valve Covers F2-11 EA 2 36 Lower UtilitV Cover / Vault I Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 2 39 Adjust UtilityCover / Vault / Well to Finish Grade F2-11 0 4D Loo Detector Covers JEA 0 41 Remove and Install Tempora Traffic Loops - 0 42 Install Blue RPM'S Fire H drant F2-12 19 43 12" White Crosswalk I Limd Line (Thermo) F2-12 LF 1467 44 12" Yellow Crosswalk Line (Thermo) F2-12 I lF 60 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 47 Striping Detail # 9/ # 12 (Thermo & Markers) F2-12 LF 49856 48 Stripin Detail # 10 Therw & Markers F2-12 LF 308 49 SMpin Detail # 13 (Markers) F2-12 LF 0 50 Stripinq Detail # 21 1 # 24 (Thermo) F2-12 LF 12997 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 2253 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 2171 53 Striping Detail # 278 (fherno) F2-12 LF 5580 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 Striping Detail # 30 (Markers) F2-12 LF 38 55 Striping Detail # 31 Fl-herrmol F2-12 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 71 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 4650 59 Striping Detail # 38A (Thermo) F2-12 LF 0 60 Striping Detail # 38C (Thermo & Markers) 172d 2 LF 812 61 Striping Detail # 40 (Themro) F2-12 LF 695 62 "25" Legend (Thermo) F2-12 EA 0 63 "STOP" Legend (Thermo) F2-12 EA 10 64 "XING" Legend (Thermo) F2-12 EA 0 65 "SLOW" L end (Thermo) F2-12 EA 0 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 67 'AHEAD" Legend (Thermo) F2-12 EA 0 68 "RXR" Legend (Themes) F2-12 EA 2 69 'SIGNAL" Le end (Thermo) F2-12 EA 0 70 "KEEP' Legend (Themes) F2-12 EA 0 71 "CLEAR" Legend (Thermo) F2-12 EA 0 72 Arrow Type I (Thermo) F2-12 EA 0 73 Arrow Tvpe II L I R (Thermo) F2-12 EA 0 74 Arrow Type IV L 1 R (Themes) F2-12 EA 42 75 Arow Type VI LJ R (Thermo) F2-12 EA 11 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 76 Arrow Type VI I L / R (Thermo) F2-12 EA 1 77 Install and Remove Temporary Video Detection Camera - EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) F2-11 EA 33 80 Over -Excavation (Revocable Item) F2-5 I SF 191 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 82 IRip Rap - LF 0 83 1 Remove and Install Permanent Traffic Loops - FA 0 TOTAL BASE BID TOTAL AMOUNT IN FIGURES: BASE BID TOTAL AMOUNT IN WORDS: 'NOTE. In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Polkrtion Prevention Plan Ft -9 LS 1 4 SCRRA Flagging -Allowance (Per Da) EA 0 5 ISCCRA Fom No 6 (Plan Review, Administration and Contingency) - Allowance - EA 0 6 Crack Seal and Seal Coat F2-10 SF 0 7 Crack Seal and Slurry Seal (Type II) F2-9 TN 50 8 Crack Seal and Microsurfacin F2-8 TN 0 9 AC B Hioh Stabil" (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay (TMO) - TN 0 13 ARHM GG -D PG 64-16 TN 0 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC SF 0 16 Cold Plane 9-1/2" AC SF 0 17 Ke cut Al (See Detail on Plan) - LF 0 18 Kevcut A2 (See Detail on Plan) - LF 0 19 Ke cut A3 (See Detail on Plan) - LF 0 20 Ke cut A4 (See Detail on Plan) LF 0 21 Ke cut A5 (See Detail on Plan) LF 0 22 Ke cut A6 (See Detail on Plan) - LF 0 23 Ke cut 81 (See Detail on Plan) - LF 0 24 Ke cut B2 (See Detail on Plan) - LF 0 25 Ke cut B3 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 -ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Ke cut BS See Detail on Plan) LF 0 27 Ke cut B6 (See Detail on Plan) LF 0 28 Dignut or Remove & Replace 4" AC F2-5 SF 0 29 Remove 14' 12-314" to 15-1/4") & Replace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs - SF 0 31 T A Berm LF 0 32 Install rid SY 0 33 Shoulder BackingLF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water / Gas Valve Covers F2-11 EA 0 36 Lower Utility Cover / Vault / Well F2-11 FA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 FA 0 39 Adjust Utility Cover / Vault Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loops EA 0 42 Install Blue RPM's Fire Hydrant F2-12 EA 3 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 72 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 0 49 Striping Detail # 13 (Markers) F2-12 LF 0 50 Striping Detail#21 (Thermo) F2-12 LF 260 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNITPRICE 'TOTAL COST 51 StnDing Detail # 22 (Thermo & Markers) F2-12 LF 0 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 0 53 Striping Detail # 276 (Thermo) F2-12 LF 0 54 Striping Detail # 28 (Themes) F2-12 LF 0 55 Striping Detail # 30 (Markers) F2-12 LF 0 56 Stnpina Detail # 31 (Thermo) F2-12 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 0 58 Stnpina Detail # 38 (Thermo & Markers) F2-12 LF 0 59 Stnpina Detail # 38A (Thermol F2-12 LF 0 60 Stnpinq Detail # 38C (Thermo & Markers) F2-12 LF 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 62 025" Legend (Thermo) F2-12 EA 0 63 "STOP" Legend (Thermo) F2-12 EA 4 64 "XING"Legend (Thermo) F2-12 EA 0 65 "SLOW'Legend (Thermo) F2-12 EA 0 66 "SCHOOL" L end (Thermo) F2-12 EA 0 67 "AHEAD" Legend (Thermo) F2-12 EA 0 68 "RXR" Leqend (Thermo) F2-12 EA 0 69 "SIGNAL" Legend (Thermo) 172-12 EA 0 70 "KEEP" Legend (Thermo) F2-12 EA 0 71 "CLEAR" Leaend(Thermo) F2-12 EA 0 72 Arrow Type I IThermo) F2-12 EA 0 73 Arrow Type II L I R (Thermo) F2-12 EA 0 74 Arrow Type IV L / R (Thermo) F2-12 EA 0 75 Arrow Type VI L / R (Thermo) F2-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT QUANTITIES QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L I R (Thermo) F2-12 EA 0 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) F2-11 EA 0 80 Over -Excavation Revocable Item F2-5 I SF 1 0 81 ISIdewalks and Driveway Sweeping F2-8 & F2-9 LS 1 1 82 IRip Rap I.P I o 83 1 Remove and Install Permanent Traffic Loops EA 1 0 TERNATE 2 - C9 BID TOTAL AMOUNT IN ALTERNATE 2 - C9 BID TOTAL AMOUNT IN WORDS: `NOTE_ In case of error in extension of price into the total price column, the unit price will govern, ADDENDUM NO. 2 March 29, 2017 2016-17 ANNUAL SLURRY SEAL PROJECT Bid No. ENG-16-17-MO115SS Project No. M0115 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: DESIGNATION OF SUBCONTRACTORS REVISED DESIGNATION OF SUBCONTRACTORS FORM See attached form C -3a Designation of Subcontractors. Contractor shall use attached revised Designation of Subcontractors form for Bid Proposal. QUESTION: The form "Equal Employment Opportunity Certification" in the bid proposal package indicates that this form must be submitted by the General contractor as well as subcontractors. We are inquiring if it would be possible to turn in the certifications for subcontractors within 24 hours from the bid time. The reason being it is that very difficult to obtain this information from subcontractors at the time of bid since we are receiving their quotes up to the hour of bid time. A lot of quotes that we receive are unsolicited and they do provide certification form with their proposal. Please advise if this would be acceptable. ANSWER: "Equal Employment Opportunity Certification" from Prime contractor shall be submitted with Bid Package. All Subcontractors shall submit "Equal Opportunity Employment Certification' with Bid Package or prior 4:00 pm, 5 business days after bid opening. Contracts or Subcontracts of $10,000 or under are exempt. 1 of 2 Bidders shall acknowledge Addendum No. 2 by executing Addendum 2 and returning with the bid. W 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. 2 and accept the aforementioned. }pri l -r� 52017 Date Bidder's Signat re Craig p. Ha►t 1 vice ?m6cv * THIS DOCUMENT TO BE SUBMITTED WITH BID 2of2 DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Description of Work License No. Bid Schedule Item Nos.: Description of Work License No. Exp. Date: Phone ( ) Subcontractor Age of Firm: DBE STATUS: Certifying Agency: 7 Dollar Value of Work Annual Gross Receipts: Location and Place of Business Description of Work License No. Bid Schedule Item Nos.: Description of Work License No. Exp. Date: Phone ( ) Subcontractor DBE STATUS: Age of Firm: Certifying Age 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 -3a DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 Age of Firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Subcontractor DBE STATUS: Age of Firm: Certifying Agency: Location and Place of Business License No. Bid Schedule Item Nos.: Bid Schedule Item Nos.: Description of Work License No. 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 Description of Work License No. Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / net ) Subcontractor DBE STATUS: Age of Firm: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Locution and Place of Business Bid Schedule Item Nos.: Description of Work License No. Exp. Date: 1 I 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-3 b DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 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: / 1 Phone ( ) Subcontractor Age of Finn: 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 Age : 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 ADDENDUM NO. 1 March 24, 2017 2016-17 ANNUAL SLURRY SEAL PR03ECT Bid No, ENG-16-17-M0115SS Project No. M0115 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: PROPOSAL — PROJECT BID SCHEDULE REVISED PROJECT BID SCHEDULE See attached Bid Schedule. Contractor shall use attached revised Bid Schedule for Bid Proposal. PROPOSAL — PROJECT PLAN REVISED PROJECTPLANS On Sheet TRI- South Fork River & Via Princessa Bike Trail, the limits for the South Fork River trail along the river are from Orchard Village Road to approximately 200' south of Magic Mountain Parkway. The limits for the Via Princessa trail along Via Princessa are Via Pacifica to West end of trail, approximately 100' West of Claiboume Lane. SPECIAL PROVISIONS - TECHNICAL Section F2 - Construction Materials and Methods. F2-11 Lowering & Adiustincl of Utility Covers Add the following Section to the Special Provisions: In the event if a Districts' manhole is encountered within the project area, notify Mr. Pat Chaplin at (661) 257-4809 for adjustment of manhole frame and cover to new grade, see attached. Protect manhole covers during the slurry seal operation to prevent them from being covered over. 1 of 2 I was looking for clarification on the pay item for the Type II Slurry Seal. Are you paying for Aggregate and Emulsion, which would be by the TN? Or are you paying for just Aggregate only, which would be an ELT (Extra Long Ton)? Response: Please refer to the Technical Specifications Section F2-9.4 Measurement & Payment (Slurry Seal). Slurry Seal will be measured and paid for at the contract unit Ton (TN). TN is calculated as an extra long ton of slurry made up of 2,000 pounds of dry aggregate plus asphalt emulsion. PROJECT PLANS & SECIFICATIONS REVISE PROJECT PLANS & SPECIFICATIONS - For grind and jackhammer operation, revise the wording "Restricted from" to "Restricted to" on all plans and specifications. Bidders shall acknowledge Addendum No. 1 by executing Addendum 1 and returning with the bid. Itohcrt G. Newman, P.E., L.S. Director of Public Works City of Santa Clarita BIDDER'S CERTIFICATE I acknowledge receipt of this Addendum No. I and accept the aforementioned. ri 15 , 2017 J 10) 11� Date Bidder's i ure M0.rc, t rowel I CFD ISea etaNrRwwam THIS DOCUMENT TO BE SUBMITTED WITH BID 2 of 2 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNITPRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Pollution Prevention Plan F1-9 Ls 1 4 SCRRA Flagging - Allowance (Per Da) EA 0 5 1 SCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance - E4 0 6 Crack Seal and Seal Coat F2-10 SF 29482 7 Crack Seal and Slurry Seal (Type ll) F2-9 TN 265 8 Crack Seal and Microsurfacin F2-8 TN 1667 9 AC B Hi h Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC 02 PG 6410 F2-7 TN 1 12 1 Thin Maintenance Overlay (TMO) TN 0 13 ARHM GG -D PG 64-16 TN 0 14 Cold Plane 3" AC SF 0 15 Cold Plane 6" AC SF 0 16 Cold Plane 9-112" AC SF 0 17 Ke cut Al (See Detail on Plan) LF 0 18 Kevcul A2 (See Detail on Plan) - LF 0 19 Ke cut A3 See Detail on Plan) - LF 0 20 Ke cut A4 See Detail on Plan) LF 0 21 Kevcut A5 (See Detail on Plan) LF 0 22 Ke cut A6 See Detail on Plan) - LF 0 23 Ke cut B1 (See Detail on Plan) LF 0 24 Ke cut B2 (See Detail on Plan) - LF 0 25 Ke cut B3 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNR PRICE 'TOTAL COST 26 Keycut BS See Detail on Plan) LF 0 27 Keycut B6 See Detail on Plan LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 3169 29 Remove 14' 12-3/4" to 15.114' & Replace 12-314" AC F2-5 SF 0 30 Remove Tree Roots Below ACIPCC Repairs SF 0 31 AC Berm LF 0 32 Install Geo rid SY 0 33 Shoulder Backing LF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water / Gas Valve Covers F2-11 EA 2 36 Lower Utilitv Covert Vault/Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water/ Gas Valve Cover Finish Grade F2-11 EA 2 39 Adjust Utilitv Cover / Vault I Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loos EA 0 42 Install Blue RPM'S Fire Hydrant F2-12 EA 19 43 12" White Crosswalk / Limit Line Thermo F2-12 LF 1467 44 12" Yellow Crosswalk Line(Thermo) F2-12 LF 60 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 1595 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 308 49 IStripinq Detail # 13 (Markers) F2-12 LF 0 50 JStripincID00#211 (Thermo) F2-12 LF 1282 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 2253 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 2171 53 Striping Detail # 27B (Thermo) F2-12 LF 5580 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 IStriping Detail # 30 (Markers) F2-12 LF 0 56 Striping Detail # 31 (Thermo) F2-12 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 71 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 126 59 Striping Detail # 38A (Thermo) F2-12 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-12 LF 111 61 Striping Detail # 40 (Thermo) F2-12 LF 0 62 "25" Legend (Thermo) F2-12 EA 0 63 "STOP" Legend (Thermo) F2-12 EA 10 64 "XING" Legend (Therno) F2-12 EA 0 65 "SLOW" Legend (Thermo) F2-12 EA 0 66 "SCHOOL" L end (Thermo) F2-12 EA 0 67 "AHEAD" Legend (Thermo) F2-12 EA 0 68 "RXR" L end (Thermo) F2-12 EA 2 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP"Legend (Thermo) F2-12 EA 0 71 "CLEAR" Legend (Thermo) F2-12 I EA 0 72 Arrow Type I (Thermo) F2-12 EA 0 73 Arrow Type II L / R (Thermo) F2-12 EA 0 74 Arrow Type IV L / R (Thermo) F2-12 EA 42 75 Arrow Type A L / R (Thermo) F2-12 EA 11 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: TOTAL BASE BID TOTAL AMOUNT IN FIGURES' BASE BID TOTAL AMOUNT IN WORDS: `NOTE: In case of error in extension of price into the total price column, the unit price will govern. ITEM NO. BID ITEMS PAYMENTUNIT REFERENCE TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R Thermo F2-12 EA 1 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal Revocable Item F2-11 EA 33 80 Over -Excavation Revocable Item) F2-5 I SF 1 191 81 Sidewalks and Driveway Sweeping 172-8 8 F2-9 LS 1 82 Rip Rap LF 0 83 lRemove and Install Permanent Traffic Loos EA 0 TOTAL BASE BID TOTAL AMOUNT IN FIGURES' BASE BID TOTAL AMOUNT IN WORDS: `NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 -ALTERNATE 1 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Pollution Prevention Plan F11-9 LS 1 4 SCRRA Flagging - Allowance (Per Dav) - EA 0 5 SCCRA Form No 6 (Plan Review. Administration and Contingency) - Allowance EA 0 6 Crack Seal and Seal Coat F2-10 SF 0 7 Crack Seal and Slurry Seal (Type II) F2-9 TN 68 8 Crack Seal and Microsurfacin F2-8 TN 0 9 AC B Hiah Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay (TMO) TN 0 13 ARHM GG -D PG 64-16 - TN 0 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC - SF 0 16 Cold Plane 9-1l2" AG w SF 0 17 Ke cut Al (See Detail on Plan) - LF 0 18 Kevcut A2 {See Detail on Plan) - LF 0 19 Kevcut A3 (See Detail on Plan) LF 0 20 Kevcut A4 (See Detail on Plan) LF 0 21 Ke cut AS See Detail on Plan) LF 0 22 Ke cut A6 (See Detail on Plan) LF 0 23 Keycut 81 (See Detail on Plan) - LF 0 24 Ke cut 62 (See Detail on Plan) LF 0 25 Ke cut 83 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 IKeycut B5 (See Detail on Plan) - LF 0 27 Ke cut B6 (See Detail on Plan) - LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 0 29 Remove 14' (12-3/4" to 15-114') & Replace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs SF 0 31 Type A Berm LF 0 32 Install Geo rid - SY 0 33 IShoulder Backing LF 0 34 1 Lower Manhole Covers F2-11 EA 0 35 Lower Water/ Gas Valve Covers F2-11 EA 0 36 Lower Utility Cover / Vault / Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 EA 0 39 Adjust Utility Cover / Vault I Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loops - EA 0 42 Install Blue RPM's @ Fire Hydrant F2-12 EA 8 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 23 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 0 49 Stripino Detail # 13 (Markers) F2-12 LF 0 50 Striping Detail # 21 (Thermo) F2-12 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 0 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 0 53 Striping Detail # 276 Thermo F2-12 LF 0 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 1 Striping Detail # 30 (Markers) F2-12 I LF 0 56 Striping Detail # 31 (Thermo) F2-12 LF 0 57 Striping Detail # 32 Thermo & Markers F2-12 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 59 Striping Detail # 38A (Thermo) F2-12 LF 0 60 Striping Detail # 38C Thermo & Markers) F2-12 LF 0 61 Stri ino Detail # 40 (Thermo) F2-12 LF 0 62 "25" Legend (Thermo) F2-12 EA 0 63 "STOP" Legend (Thermo) F2-12 EA 1 64 "XING" Legend (Thermo) F2-12 EA 0 65 "SLOW" Legend(Thermo) 172-12 EA 0 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 67 "AHEAD" Legend (Thermo) F2.12 EA 0 68 "RXR"Legend (Thermo) F2-12 EA 0 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP" Legend (Thermo) F2-12 EA 0 71 "CLEAR" Ledlend(Thermo) F2-12 EA 0 72 Arrow Type I(Thermo) F2-12 EA 0 73 Arrow Type II L I R (Thermo) F2-12 EA 0 74 Arrow Type IV L 1 R (Thermo) F2-12 EA 0 75 1 Arrow Type A L / R (Thermo) F2-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: TOTAL iALTERNATE 1 - C2 BID TOTAL AMOUNT IN FIGURES: ALTERNATE 1 - C2 BID TOTAL AMOUNT IN WORDS: 'NOTE: In case of error in extension of price into the total price column, the unit price will govern ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R Thermo F2-12 EA 0 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Adiust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) F2-11 EA 0 80 Over -Excavation (Revocable Item) I F2-5 I SF 0 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 82 Rip Rap LF 0 83 Remove and Install Permanent Traffic Loos EA 0 TOTAL iALTERNATE 1 - C2 BID TOTAL AMOUNT IN FIGURES: ALTERNATE 1 - C2 BID TOTAL AMOUNT IN WORDS: 'NOTE: In case of error in extension of price into the total price column, the unit price will govern CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Pollution Prevention Plan F1-9 LS 1 4 SCRRA Flagging - Allowance (Per Da) EA 0 5 SCCRA Form No 6 (Plan Review, Administration and Continqen ) - Allowance - EA 0 6 Crack Seal and Seal Coat F2-10 SF 0 7 Crack Seal and Slurry Seal (TVDe IU F2-9 TN 50 8 Crack Seal and Microsurfacin F2-8 TN 0 9 AC B High Stabil (HS) PG 70-10 F2.7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay TMO) TN 0 13 ARHM GG -D PG 64-16 TN 0 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC - SF 0 16 Cold Plane 9-1/2" AC SF 0 17 Keycut Al (See Detail on Plan) - LF 0 18 Ke cut A2 (See Detail on Plan) - LF 0 19 Ke cut A3 (See Detail on Plan) - LF 0 20 Ke cut A4 (See Detail on Plan) - LF 0 21 Ke cut A5 (See Detail on Plan) LF 0 22 Ke cut A6 See Detail on Plan) - LF 0 23 Ke cut Bl (See Detail on Plan) LF 0 24 IKevcut 82 (See Detail on Plan) LF 0 25 Keycut B3 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Keycut BS See Detail on Plan LF 0 27 Keycut B6 See Detail on Plan LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 0 29 Remove 14" 12-314" to 15-114")& Replace 12-314" AC F2-5 SF 0 30 IRemove Tree Roots Below AC/PCC Repairs SF 0 31 Type A Berm LF 0 32 Install Geogrid SY 0 33 Shoulder Backing LF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water / Gas Valve Covers F2-11 EA 0 36 Lower Utilitv Cover I Vault I Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 EA 0 39 Adjust Utility Cover I Vault / Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loos EA 0 42 Install Blue RPM's 4D Fire Hydrant F2-12 EA 3 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 72 44 12" Yellow Crosswalk Line Thermo F2-12 LF 0 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 47 Striping Detail # 9 Crhermo & Markers F2-12 LF 0 48 Striping Detail # 10 Thermo & Markers F2-12 LF 0 49 Striin Detail # 13 (Markers) 172-12 LF 0 50 IStriping Detail#21 (Thermo) F2-12 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 0 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 0 53 Striping Detail # 27B (Thermo) F2-12 LF 0 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 Striping Detail # 30 (Markers) F2-12 I LF 0 56 Striping Detail # 31 (Thermo) F2-12 LF 0 57 tri in Detail # 32 (Thermo & Markers) F2-12 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 59 Striping Detail # 38A (Thermo) F2-12 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-12 LF 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 62 "25" Legend (Thermo) F2-12 EA 0 63 "STOP" Legend (Thermo) F2-12 EA 4 64 "XING" Leclend (Thermo) F2-12 EA 0 65 "SLOW"Le end hermo) F2-12 EA 0 fib "SCHOOL" Le end (Thermo) F2-12 EA 0 67 "AHEAD" Leqend(Thermo) F2-12 EA 0 68 'RXR" Legend (Thermo) F2-12 EA 0 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP"Le end(Thermo) F2-12 EA 0 71 "CLEAR" Legend (Thermo) F2-12 EA 0 72 Arrow Type I (Thermo) F2-12 EA 0 73 Arrow Type 11 L / R (Thermo) F2-12 EA 0 74 Arrow Type IV L / R (Thermo) F2-12 EA 0 75 Arrow Type VI L / R (Thermo) F2-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT QUANTITIES QUANTITIES UNrr PRICE 'TOTAL COST 76 Arrow Type VII L! R (Thermo) F2-12 EA 0 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Atl ust Manhole Covers to Finish Grade on Microsurracing and Slurry Seal Revocable Item F2-11 FA 0 80 Over -Excavation Revocable Item) F2.5 I SF 0 87 Sidewalks and Drivewa Swee in F2-8 & 172-9 LS 1 82 IRip Rap LF 0 83 lRemove and Install Permanent Traffic Loos EA 0 1ALTERNATE 2 - C9 BID TOTAL AMOUNT IN FIGURES: lI ALTERNATE 2 - C9 BID TOTAL AMOUNT IN WORDS: `NOTE: In rase of error in extension of price into the total price column, the unit pnce vdll govern. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization. Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storrs Water Pollution Prevention Plan Ft -9 LS 1 4 SCRRA Flagging - Allowance (Per Day) - EA 0 5 1 SCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance - EA 0 6 Crack Seal and Seal Coat F2-10 SF 0 7 Crack Seal and Slurry Seal (Type II) F2-9 TN 368 8 Crack Seal and Microsurfacin 172-8 TN 0 9 AC B High Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay (TMO) - TN 0 13 ARHM GG -D PG 64-16 - TN 0 14 Cold Plane 3" AC SF 0 15 Cold Plane 6" AC SF 0 16 Cold Plane 9-112" AC - SF 0 17 Ke cut Al See Detail on Plan LF 0 18 Ke cut A2 (See Detail on Plan) LF 0 19 Ke cut A3 (See Detail on Plan) LF 0 20 Kevcut A4 (See Detail on Plan) LF 0 21 Ke cut A5 (See Detail on Plan) LF 0 22 Ke cut A6 See Detail on Plan) LF 0 i 23 Ke cut B1 (See Detail on Plan) - LF 0 24 Ke cut B2 (S(ee Detail on Plan - LF 0 25 Ke cut B3 See Detail on Plan) LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QU ANTITIES UNIT PRICE `TOTAL COST 26 Kevcut 65 (See Detail on Plan) - LF 0 27 Keycut B6 (See Detail on Plan) LF 0 28 Di out or Remove & Replace 4" AC F2-5 SF 1238 29 Remove 14' (12-3/4" to 15-1/4"1 & Replace 12-3/4" AC F2-5 SF 0 30 Remove Tree Roots Below AC/PCC Repairs SF 0 31 Type A Berm LF 0 32 Install Geoprid SY 0 33 Shoulder Backino LF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water / Gas Valve Covers F2-11 EA 0 36 Lower Utility Cover I Vault I Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 FA 0 39 Adjust Utility Cover / Vault / Well to Finish Grade F2-11 FA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loops - EA 0 42 Install Blue RPM's A Fire Hydrant F2-12 EA 23 43 12" White Crosswalk! Limit Line (Thermo) F2-12 LF 287 44 12" Yellow Crosswalk Line (Thermo) F2.12 LF 0 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Stripinq Detail # 8 Thermo) F2-12 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 48 Strioina Detail # 10 (Thermo & Markers) F2-12 LF 0 49 IStripinq Detail # 13 (Markers) F2-12 LF 0 50 IStriping Detail # 21 (Thermo) F2-12 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE *TOTAL COST 51 Striping Detail # 22 (Themno & Markers) F2-12 LF 136 52 Striping Detail # 23 Thermo & Markers) 172-12 LF 672 53 Striping Detail #27B (Thermo) F2-12 LF 0 54 Striping Detail # 28 (Thermo) F2.12 LF 0 55 Striping Detail # 30 (Markers) F2-12 LF 0 56 Striping Detail # 31(Thermo) F2-12 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 59 Striping Detail # 38A (Thermo) F2-12 LF 0 60 SVi in Detail # 38C (Thermo & Markers) F2-12 LF 0 61 Striping Detail # 40 (Thermo) F2-12 I LF 0 62 "25" Legend (Thermo) F2.12 EA 0 63 "STOP"Legend (Thermo) F2-12 EA 13 64 "XING" Legend (Thermo) F2-12 EA 0 65 "SLOW" Legend(Thermo) F2-12 EA 0 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 67 "AHEAD" Legend (Thermo) F2-12 EA 0 68 "RXR"Legend (Thermo) F2-12 EA 0 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP" Legend (Thermo) F2-12 EA 0 71 "CLEAR" Legend (Thermo) 172-12 EA 0 72 Arrow Type I (Thermo) F2-12 I EA 0 73 Arrow Type 11 L / R Thermo F2-12 EA 0 74 Arow T e IV L / R (Thermo) F2-12 EA 0 1 75 Arrow Type VI L / R (Thermo) F2-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo) F2-12 EA 0 77 Install and Remove Temporary Video Detection Camara - EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slunry Seal Revocable Item) F2-11 EA 0 80 Over -Excavation (Revocable Item) F2-5 SF 1 0 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 82 JRip Rap LF 1 0 83 lRemove and Install Permanent Traffic Loons - EA 1 0 TOTAL ALTERNATE 3 -C18 BID TOTAL AMOUNT IN FIGURES: ALTERNATE 3 - C18 BID TOTAL AMOUNT IN WORDS: 'NOTE: In case of error in extension of price into the total price column. the unit price will govern. CITY OF SANTA CLARITA 2016.17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization. Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 3 Storm Water Pollution Prevention Plan F1-9 LS 1 4 SORRA Flagging - Allowance (Per Da) - EA 0 5 ISCCRA Form No 6 (Plan Review. Administration and Contingency) - Allowance - EA 0 6 Crack Seal and Seal Coat F2-10 SF 32635 7 Crack Seal and Slurry Seal (Type II) F2.9 TN 0 8 Crack Seal and Microsufacin F2-8 TN 0 9 AC B High Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC 02 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay TMO) TN 0 13 ARHM GG -D PG 64-16 - TN 0 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC SF 0 16 Cold Plane 9-1/2" AC SF 0 17 Ke cut Al (See Detail on Plan) LF 0 18 Kevcut A2 (See Detail on Plan) - LF 0 19 Ke cut A3 (See Detail on Plan) - LF 0 20 Ke cut A4 See Detail on Plan) LF 0 21 Ke cut A5 (See Detail on Plan) - LF 0 22 Ke cut A6 (See Detail on Plan) LF 0 23 Ke cut 81 (See Detail on Plan) LF 0 24 Ke cut 62 (See Detail on Plan) - LF 0 25 IKeycut B3 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 26 Ke cut B5 (See Detail on Plan) LF 0 27 Ke cut 66 See Detail on Plan) LF 0 28 Di out or Remove & Replace 4" AC 172-5 SF 1519 29 Remove 14" 12-3/4" to 15-1/4") & Replace 12-3/4" AC F2-5 SF 0 30 IRemove Tree Roots Below AC/PCC Repairs SF 0 31 Type A Berm LF 0 32 Install Geocind - SY 0 33 Shoulder Backing LF 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water I Gas Valve Covers F2-11 EA 0 36 Lower Utility Cover/ Vault / Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water! Gas Valve Cover Finish Grade F2-11 EA 0 39 Adjust Utility Cover / Vault Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loos EA 0 42 Install Blue RPM's A Fire Hydrant F2-12 EA 0 43 12" White Crosswalk I Limit Line (Thermo) F2-12 LF 0 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 45 Striping Detail # 4 Markers F2-12 LF 0 46 Striping Detail # 8 Thermo F2-12 LF 0 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 0 49 IShiping Detail # 13 (Markers) F2 -12F 0 50 Stn in Detail # 21 (Thermo) F2-12 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 -ALTERNATE 4 BID BID SCHEDULE BIDDER: ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 0 52 Striping Detail # 23 Thermo & Markers F2-12 LF 0 53 Striping Detail # 27B (Thermo) F2-12 LF 0 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 IStriping Detail # 30 (Markers) F2-12 I LF 0 56 Striping Detail # 31 (Thermo) F2-12 LF 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 59 Striping Detail # 38A (Thermo) F2.12 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-12 LF 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 62 "25" Legend (Thermo) F2-12 EA 0 63 "STOP" Le end (Thermo) F2-12 EA 0 64 "XING" Legend (Thermo) F2-12 EA 0 65 "SLOW" Le end (Thermo) F2-12 EA 0 66 "SCHOOL" Legend (Thermo) F2.12 EA 0 67 "AHEAD" L nd(Thermo) F2-12 EA 0 68 "RXR" Legend (Thermo) F2-12 EA 0 69 "SIGNAL" Le end (Thermo) F2-12 EA 0 70 "KEEP" Leqend (Thermo) F2-12 EA 0 71 "CLEAR"Legend (Themio) F2-12 EA 0 72 Arrow Type I (Thermo) F2-12 EA 0 73 Arrow Type II L ( R (Thermo) F2-12 EA 0 74 Arrow Type IV L / R (Thermo) F2-12 EA 0 75 Arrcw Type VI L / R (Thermo) F2-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: TOTAL ALTERNATE 4 - TRAILS BID TOTAL AMOUNT IN FIGURES: ALTERNATE 4 - TRAILS BID TOTAL AMOUNT IN WORDS: 'NOTE. In case of error in extension of price intc the total price column. the unit price will govern. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R (Thermo) F2-12 EA 0 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping 172A & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal Revocable Item) F2-11 EA 0 80 Over -Excavation (Revocable Item) I F2-6 I SF 167 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 82 lRipRap LF 0 83 1 Remove and Install Permanent Traffic Loos EA 0 TOTAL ALTERNATE 4 - TRAILS BID TOTAL AMOUNT IN FIGURES: ALTERNATE 4 - TRAILS BID TOTAL AMOUNT IN WORDS: 'NOTE. In case of error in extension of price intc the total price column. the unit price will govern. BID SCHEDULE 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M011SSS Project No, M0116 City of Santa Clarita, California BIDDER; Sierra Nevada Construction, Inc. BID SUMMARY TOTAL PRICE $ IN FIGURES BASE BID TOTAL PRICE IN WORDS TOTAL PRICE s IN FIGURES ADD ALTERNATE I TOTAL PRICE IN WORDS TOTALPRICE s IN FIGURES ADD ALTERNATE 2 TOTAL PRICE IN WORDS TOTAL PRICE s IN FIGURES ADD ALTERNATE 3 TOTAL PRICE IN WORDS TOTAL PRICE $ IN FIGURES ADD ALTERNATE 4 TOTAL PRICE IN WORDS TOTAL PRICE $ IN FIGURES TOTAL OF BASE BID AND _ ALL ADD ALTERNATES TOTAL PRICE IN WORDS 'NOTE: In case of error in extension of price into the total price column, the unit price will govern. C -2a COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY 1955 Workman Mill Road, Whilrier, CA 90601.1400 Mailing Address: P.O. Boa 4998, Whittier, CA 90607-4998 Telephone: (562) 699-7411, FAX: (562) 699.5422 WWW , lacsd.org GRACE ROBINSON HYDE Chief Engineer and General Manager Non-LACDPW re -grading and/or resurfacing projects in the Santa Clarita or Antelope Valle v that require adjustment of CSD manholes in public rights-of-way .shall include thefollowingin their project specifications, or, if already in progress, the Contractor shall follow the following procedures; ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re -grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re -grading and/or resurfacing work pursuant to the following procedures: 1. The Contractor shall notify CSD's Superintendent of Maintenance at (661) 257-4909 a minimum of three (3) working days prior to the start of any work involving CSD manholes. 2. If grade over manhole is to be lowered: a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade. e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade. f CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12 -inch wide by 12 -inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include 93 rebar, 12 -inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole. 3. If grade over manhole is to be raised: a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade, b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper. The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed. Doc 0 301411 Rev. 12/2014 A Recycled Paper 11J It THE CITY OF SANTA CLARITA CONTRACT DGCUMENTS AND SPECIAL PROVISIONS For 2016-17 Annual Slurry Seal Project, Bid No. ENG-16-17-M0115SS Project No. M0115 City of Santa Clarita, California For use in combination with Part 1, "General Provisions," of the Standard Specifications for Public Works Construction, 2015 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: April 05. 2017 at 11:00 am CONTRACT DOCUMENTS AND SPECIAL PROVISIONS FOR 2016-17 Annual Slurry Seal Project Bid No. ENG-15-16-MO115SS Project No. M0115 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: Pavement Engineering, Inc. March 2017 Approved for Construction: Robert G. Newman, Director of Public Works City of Santa Clarita Date: 3 I �? ,2017 TABLE OF CONTENTS PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS FOR 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 NOTICE INVITING BIDS....... INSTRUCTIONS TO BIDDERS W PROPOSAL............................. ............ ............................ I .......... I... .......... 1.11.1 ............... ... 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)........................................................0-10 • 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.............................................4........................... D SPECIAL PROVISIONS - GENERAL ... ...... ...... ...... .... ._................. .................... .... .............. E SPECIAL PROVISIONS - TECHNICAL..........................................................0................... F ATTACHMENTS APPENDIX "A" (included in this Book). CONSTRUCTION MATERIALS RECYCLING PLAN APPENDIX "B"(Included in this Book) ............................ LABOR COMPLIANCE PROGRAM APPENDIX "C"(Included in this Book) .......................................QUANTITY SPREADSHEET APPENDIX "D" (Separate)......................................................................................... PLANS SECTION A: NOTICE INVITING BIDS Notice Inviting Bids 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 City of Santa Clarita, California PUBLIC NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Santa Clarita for the 2016-17 Annual Slurry Seal, Project M0115. Bids must be submitted to Purchasing, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355, before 11:00 a.m., on April 05, 2017, 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 2016-17 Annual Slurry Seal, Project M0115, City of Santa Clarita, California — DO NOT OPEN WITH REGULAR MAIL." Work shall be done in accordance with the contract documents known as 2016-17 Annual Slurry Seal, Project M0115, 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 $900,000 dollars, the additional Add Alts work is estimated to cost approximately $90,000. 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, March 29, 2017. Any questions submitted after March 29, 2017 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 ham://www.dir.ca.gov/disr/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 I Lujan Contact Number: (661) 286-4138 Email address: flujan@santa-clarita.com Published three (3) times: February 28, 2017, March 01, 2017, and March 02, 2017 A-2 SECTION B: INSTRUCTIONS TO BIDDERS 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 2016-17 Annual Slurry Seal Project, M0115, City Bid No. ENG-16-17-M0115SS, City. Project No. M0115, 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 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. ifiOMW04391W41:11811►/_i1Nl,1 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 sep.), 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. W 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. ME 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. Me 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. mo 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. �l SECTION C. PROPOSAL 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) X Debarment and Suspension & Equal Employment Opportunity Certifications X Addendums (If any) X Designation of Subcontractors X Bidder's Bond or Bidder's Security X Contract Agreement X Bond for Faithful Performance X Payment Bond (for Labor and Material) X Certification of Public Liability and Property Damage Insurance X Certification of Worker's Compensation Insurance X Certification of Fire and Extended Coverage Insurance (services involving real properties only) X Construction Schedule X SWPPPIWater Pollution Control Program X List of all Subcontractors X Subcontractor's Certification with Regard to the Performance of Previous Contracts or Subcontractors (Required for all over $10,000)Subcontracts X Materials List and Manufacturer's Brochures (As Required) X Permits X Emergency Contact Information X Construction and Demolition Materials Management Plan *all] SECTION C: PROPOSAL FOR 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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 Sparks, NV 59435 By: Marc Markwell Print Name Title: Secreta /T easurer Signature: T V Date: April 5, 2017 C-1 DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 It 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 Description of Work License No. Bid Schedule Item Nos.: Description of Work License No. Exp. Date: / J Phone ( ) 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 ( ) 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 b DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG-16-17-MO115 Project No. M0115 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor 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 -3c REFERENCES 2016-17 Annual Slurry Seal Project Bid No, ENG-16-17-M0115SS Project No. M0115 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: of San Joaquin, 1810 E. Hazelton Ave., Stockton, CA 95205 Awni Taha/Field Engineering Division Manager, PE, 209-953-7619 Seal 2. City of Santa Clarita, 23920 Valencia Blvd., Santa Clar Frank Lulan/Project Manager, 661-286-4138 Name and Telephone Number of Person Familiar with Project $832,318.05 3, City of Brentwood, 150 City Park Way, Brentwood, CA 94513 Name and Address of Owner / Agency [0 $1,144817.00 Associate Engineer, 925-516-5158 Seal 9/23/2016 16 8/11/2016 The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance bonds: Liberty Mutual Insurance Company, Contact: Ty Ruff 1 1001 4th Street, #1700, Seattle, WA 98154 Phone: 925-979-6717 UP Insurance Services, Inc., Attn: Lori Jones 300 East 2nd Street Suite 1300 Reno, NV 89501 Phone: 775-996-6037 C-4 Sierra Nevada Construction, Inc. Contractors Name STATEMENT OF EXPERIENCE Comple0on Aeamw Jab Name cmVaet Anwrmt Tvsealf d cf Date Camelot Planum Phone Askmazz Washoe county 20162017 Sluny Seal of Selected Sheets S 3936.40400 Skm Seal 10/J1116 lGren Belanchio ]]532&2091 1001 E. 9th Street Reno Nevada 89520 CAY of Vlean8 2016 Redamde Seal $ 976.676.81 Rerlamita Seal 10/14/16 Norm Gddstom 559-7131186 336 N. Ben Maddo Visalia CA 93292 San Joacaurn County Sluny Seal of Local Roads 2015-16 $ 637.99]M SWM Seal 0923/16 Awni Tana 209-953-0619 1810 E Hazelton Avenue Stockron. CA 95205 Lander County Belle Mountain 2016 Road Maintenance Project S 3.087.616.00 ChIlo'Slun Seal 0911&16 Bun Ramos 775435-2728 50 State Route 305 Balls Mountain NV 89820 Cityof Rocklin 2016 High Density Mineral Bond Resurfacina S 695.548.40 High Density Mineral Bond NW16 Zach Eosch 9164255511 4087 Avis Court RarkM, CA 95677 Nevada Deparment mTrans natlm NDOT #3603 Denlo $ 2527,366 00 Chip Seal w4h Flush Cast 0 KH116 Dave Schwam 775423-8070 795 E. Fouts Sheet Wnnomucea NV 89445 CAY of Same CMae 2015-16 Annual Sluny Seal Pmim $ 83231605 Sluny Seal I Mi=-Suracmg 0 IMS Frank Lumn 1 861-206-4138 23920 Valencia Blvd_ Same Cede, CA 91365 m&enomod 2016 revwwe Maintenarnoe PmgramaTmfl Pavement Management S 1142,617.00 Slum Seal 08/11/16 James Compera 925-5165158 150 CRY Park Way, Brenhvacd CA 94513 City M Clovis 2016 Rubberized Cam Seal $ 844.007.00 Slu / Rubbefi ad Chip Seal ( W16 Thomas Chsn4l 559324-2374 1033 Fits Smoot Clam CA 93612 Nevada Department of Transpommon NDOTk %3 Various Counties Chip Seal $ 4.958.680.00 Double Chip Seal 10l3W15 Randy Hestenee W7 2891703 1263 S. Slewan St Carson CAY, NV 89712 CRY of Menten 2015 Pavement Maintenance S 183373500 Sluny Seal 0RM15 MaWl Hollows 2094568411 1001 W. Cemex SVftt Mhftua, CA 95337 Cance Coag coffity 2015 Comm Costa Cape Seal $ 504278.00 Sluny Seal 09/15/15 Dame mambs 925313-2006 255 Glacier Driv4 Method, CA 944 " &Clovis Clovis Rubberized Cam Seal S 1.392 965.00 Cam Seal 0&30/15 Steve While 5593242080 1033 Fifty Street Clovis. CA 93612 Gatnendle Ramcbos GID 2015-2016 Street Maintenance $ 388WTW Buny Seal 0&0015 Rothen SpeUthenci 775-265-2048 931 Mitd100m. Gardn"lleNV Mull County of Fresno Fresno County StuSeal $ 47713500 Sluny Seal 0673&15 D'Andra Bucluman 5594969789 2220 Tulare StmeL 61h Floor. Fresno. CA 93721 Regional Trans onabon Commission 2014 Preventive Maintenance S 2 322 007 11 SlunvNicvuChip Seal 01/01/15 Saud Gibson T75-3460171 1105 Temtinal Way, Ste 108 Reno, NV 139502 Nevada Depadmand of Tramplamban NDOT 103569 $ 2.567.56900 Double Cho Seal 120IM4 Sam Loma 77588&3040 1263 S- Stewart St Carson Chv, W 89712 City of Roddm 2014 Resumaoina PraimA $ 220870395 SlunyNsom As halt Rubber Chip Seal 12/1W14 Justin Nanker 9164255500 4081 ANis Cou Rodd'm CA 9567] Contra Cada County 2014 Shaw Seal Saranac Area S 407000.00 Sluny Seal 10101/14 Dame Mcabe 9253132006 255 Glacier Dave Mmfi a CA liwl 3 Washim Clamor 2014f2015 Sluny Seal S 1529450.(10 Slunv/!Aico/Chlo Seal iW1114 Greg Belancho 7753262041 1001 E. 9th Street Reno. Nevada 89520 Cates Cosa County 14 Dnwavery Bay Aspnan r pe ea - Subcontractor ro Amencen Pavement Systems S 603.00000 Siany Seal O=1114 Dame Morebe 925313-2006 255 Glacier Drive, Matnez CA 94553 City of Breneaod 2014 Pavement Man einem ProjW S 534746.62 Sluny Seal 0721/14 Arnhony Salam 926516-5168 150 City Pat Way. Brentwood, CA 94513 Cdy aCarson 2013 Sheat MaNlmant¢ Pnomarl S 686,007.00 SlunvNica 10/15/13 John Ptah 775887-2355 201 N. Carson Sheet9.3. Carson Cih. NV 89701 Town W Mammdm 2013 Now Su $ 233277.73 SfunyNkoc 10/15/13 Run Fmnsler 760-9348989 P.O. Box 1609 Mammoth Lakes, CA 93546 City of Reno 2013 Surface Taudment S 468,007.00 Street Maimerence 10/011t3 I(erneKosid 775-8303976 P.O. Box 1900. Reno NV 89505 Cal'doma Depaoment of Trens bmtion Caltrans 02-4E9704 Tehama $ 1088007.00 SlunyRulbbenzed Chip Seal 09(J&13 Antincany Granados 5369431611 1727- Mh Street Sacunemo, CA 95816 City of Spada; 2013 Preventative Maintenance Pnoomarn $ 391004.10 Mico Seal 0920113 Went Ouilid 775471-7013 P.O. Box 857. Sparcs. NV 89432-0857 Cay of Cel$n 2013 City of Carlin Slimed Maintenance S 301.466.65 Rubberized Cape Seal 09/15/13 Carlos Espaima 775397-5720 810 Oak Stmet Carlin, NV 89822 CAy of Elko Miaosurface Proiect 2013 S 182,007, 00 SlurryMiao 0&30113 Dennis SNcl l and 775-7774241 1751 College Avenue Elko. NV 89801 Ra Tone Transpomision Commission 2013 Preventive Crack & Maim. $ 1 073 007.00 Crack and Pabon 01W13 Scott Gibson 775348-0400 P.O. Box 30002 Rem NV 69520 CSNmnai Department of Tnampanabon Caltrans 038148304180 Truckee $ 7159007.00 Bonded Wearing Course 1&19/12 Ams Montpfaaacer 53048258371727- 30th Sheet Sacramenro CA 95816 CSIMamla OrTm non Caltrans 023E9204 Rt70&89 Ovens $ 2696.00700 As al Oveda 08131/12 Mialawl Hollrold 530.283-2492 1727 - 30th StnegSacammro CA 95816 Re Tonal Transportation Commission RTC Reno Consolidated 11-02 Pham 1 (Bnnkb S 1 737,00700 Street Reconseumbn 08130/12 Michele Dennis 775-348-0171 1105 Terminal way, Sle 108, Reno. NV 89502 Nevada De anmem of Tan oration NDOT D3-041-10 CIR & CHIP S U77.007 00 I Double Chip Seal 07/31/12 Dave Sdmenz 1 7754234070 1795 E. Founn Sabel Wmemuaa NV 89445 Cky of Renu ally of Reno 2012 Sheen Rehab - Ung G S 2.15700700 Street Remnswc0on 071MI12 Bob Schnaker 1 7758276111 P.O. Box 1900 Reno NV89505 Regional Transponason Commission RTC 2012 Preventive MaintenancePauovng S 733 WTOO Asphalt Maintenance 07/15/12 Scott Gibson I 7/5348-0171 1105 Terminal Way. Ste 108. Reno NV 89502 Ca9Mnie Departmentof Tranadovablan Cannan0 4IWK 4 R 70 Mina 5 619.007.00 Sheet Recenshumon 07/13/12 B an Johnson 1 530895.5245 67-30N5 Sacramento CA 95816 STATEMENT OF EXPERIENCE RecolSperks Conventon Visitors Aulh. Retro SDaft Livestock Events Center -RVSpaces $ 409.007.00 AsphaftOvela 06"2 Laura Tatman ]75827-7960 1263 S. Stewart SL Carson CRY, NV 89712 Nevada DeparimmofTran Son MOOT D3 11I Chip Seal 5 6 7,45I,00 CHpSeW 060/12 Beeps Ratr&0 775-777-2701 1263 S Stewart St Carson City. NV M712 Nevada OeParmust ofT Yon NDOT D24 7-10 CUR B CHIP S 3373007.00 Double Chip Seal 121J1/11 Larry B e 7756873376 310 Ga#etd Way, Speaks, NV 89931 Nevada ertmeniOf Trarapolulbowl NDOT D1.005.11 SR 1478 US 93 CHIP $ 1,811.007.00 Chip Seal 12/31/11 Glenn Petranko 7026716860 123 E. Washington Street Las; Vappi, NV M101 Nevada De Mamt of Trans Yon NDOT 03011611 Double Chip Seal $ 669500700 Double Chip Seal 12!31/11 Boyd Raffiff 775-777-2700 195110aho $1rost, Elko W 89801 Nevada Pepavirs" 0 TnIvisooralion NDOT D2611-11 Double Mkm Su $ 958.W7,W 1 Mivosurtace 12/01/11 iSteye Lani 775-72045281263 S. StewaR Street Carson City, NV M712 Nevada Oe of Trarsoorpolion NDOT D2-032-10 CHIP SEALS S A-EB7 Seal 10/31/11 JOM Angel 775687-3376310 GellelY Way, Sparks. NV 89431 City of Carson City 2011 Carson Chy Street Maintenance $ 5D400700 Slu Seal 10/01/11 John Platt ]7588]-2355 3505 Butt Way, Carsan City. NV 89701 Valley Slwy Seal RTC 2011 Preventive Maimenance S W9.724.W SlUny Seal 10/01/11 Jon James 916416 -Ml P.O. Boz 981330. Wast Sacraments. CA 95798 NyeIAna osa Shu Seal 5 129,W7.W SI Seal 11101/10 Judy Dodge 775482-7256 P.O. Box 1952. Tonopah.NV 89049 Eureka County 2010 ARRA Street Maintenance S 398 W7.W haft Maintenance O1120N0 Ron Damele 778237-5265 10 S. Main Str Eureka NV 89316 Mks Pine Co EI -White Pine County Airpw S 173 855.72 AwhaftIJImnionanos 1I7d0109 Dana Hartshorn 3037826802 957 Camplun Street Ely,NV 89301 city mVenn F 09-10 Safest ProleKA S 262,WTW Chip Seal 117!0109 ]Ray McDonald 7754833511 1102 S. Man Street Yeftlon, NV 89447 Lender Counyr Bmee Mountain Akport S 228 007 W Asphalt Maimenance 10/15109 Greg Rftv 775-6352885 315 S Humboldt Steek Battle Mountain. NV 89820 Do�les County 2W9 Road Seal $ 279W7.W Chip Seal 10115109 Ed Maven 7757826201 P,O-BOx21&Minden NV 69423 Eunsta County Street Matnionanee 2009 S 1 48007.W Paying and Seal 10/01109 Tom YowQ 775-237-5265 10 S. Main Street Eumea NV 89316 WasomGamnarvRe Ran Ws enprov. Dist Gan@rervile Rancho Cars"! .2009 S 128582.26 Stun Seal 0 )im John Bid 7732632230 812 Shat Cmrt Gamrlerville. NV 89460 CRY OfCersat COY "M Careen City Stu S 494 832.76 Slun Seal 09130/98 John Plat 775887-2355 201 N. Carson Street a3. Carson City. NV 89701 Elko County Cammssione s J" s Read Clhip Seal 5 411410(17-00 Chfip Sea 08251108 OCs W. '17ilpton, III 7/57386036 994 Riva Street Eke, NV 69001 TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTIFICATION 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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. N/A 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 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 City of Santa Clarita, California This bidder Sierra Nevada Construction, inF.proposed subcontractor , hereby certifies that he has x has not , participated in a previous contract or subcontract subject tot e equal opportunity clause, as required by Executive Orders 10925.11114, or 11246, and that he as , 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 Nev4 Cotruction, Inc. By: Ma ar cr Title: Secretary/Treasurer Date: April 5, 2017 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 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 City of -Santa Clarita, California This bidder proposed subcontractor , hereby certifies that he has , 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: By: Title: 9 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 Telephone No.: 775-355-0420 State CONTRACTOR'S License No. & Class: 593393, Class A Original Date: 05/10/1990 Expiration Date: 05/31/2018 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: Kevin L. Robertson/President, P.O. Box 50760, Sparks, NV 89435, 775-355-0420 Craig D. Holt/Vice President, P.O. Box 50760, Sparks, NV 89435, 775-355-0420 Marc Markwell/Secretary/Treasurer, P.O. Box 50760, Sparks, NV 89435,775-355-0420 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 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 seals of all aforementioned principals this � BIDDER: Signature submits this proposal with the names, title, hands, and e day of ArA 20JL, if Marc Markwell/Secretary/Treasurer Name and Title of Signatory Sierra Nevada Construction, Inc. Legal Name of Bidder P.O. Box 50760, Sparks, NV 89435 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 day of N11A _, 20_q DARCIAA. CARPENTER ' Notary Public • State of Nevada AWi*wt Recorded in Wastes County Not W3497.2,. Fxplros August 1, 2oi9 0 C-8 (SEAL) STATE OF Nt COUNTYOF Vl"IUG * J! On � --.._ _ , belora me, ___ __ 1) 6A N lher� ,m personally appeared personalty known tome (or proved to moon the basis of satislactotyevidence) to be the persons) whose names) Ware subscribed to the within instrument and acknowledged tome that helshelthey executed the same in his/her/their authorized capactty(ies), and that by his/herltheirsignature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offlclal seal. Signature (SEAL) OPTIONAL ER ". YL.•. N Nevada DARCIAA CARPE _ Notary Public -State of _ € •' Appointment Recorded In Washoe n No: W34814 - Expires August 1, 2019 Thfs area for Oficial Notarial Seal Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) ❑ LIMITED U GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSONS) OR ENTMY(IE81 DESCRIPTION OF ATTACHED DOCUMENT TITLE OF TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT ID-1232(REV. 5/09) ALL-PURPOSE ACKNOWLEDGEMENT ACTION BY UNANIMOUS WRITTEN CONSENT OF THE BOARD OR DIRECTORS AND SHAREHOLDERS OF SIERRA NEVADA CONSTRUCTION, INC. January 1, 2016 The undersigned, being all of the directors and shareholders of Siena Nevada Construction, Inc., a Nevada corporation {the "Corporation"}, do hereby unanimously approve, adopt, make, ratify and confirm the following: WHEREAS, Kevin L. Robertson acts in the capacity of President, Craig D. Holt acts in the capacity of Vice President, and Marc Markwell acts in the capacity of Treasure, Chief Financial Officer, and Secretary of Sierra Nevada Construction, Inc. WHEREAS, Kevin L. Robertson, Craig D. Holt, and Marc Markwell as officers of this Corporation may be required from time to time to execute agreements on behalf on Sierra Nevada Construction, Inc. NOW THEREFORE, the undersigned directors and shareholders of Siena Nevada Construction, Inc., resolve as follows: RESOLVED, that the following individuals are appointed to serve as officers of this Corporation in the specified capacities: Kevin L. Robertson President Craig D. Holt Vice President Marc Markwell Chief Financial Officer/Secretary/Treasurer RESOLVED, that Kevin L. Robertson, Craig D. Holt and Marc T. Markwell as officers of this Corporation are authorized to execute agreements into, between or among Sierra Nevada Construction, Inc., and third parties without further authorization from the directors and/or shareholders, and, further RESOLVED, that Kevin L. Robertson, Craig D. Holt and Marc T. Markwell in their capacities as officers of this Corporation are authorized to take all necessary and appropriate steps on behalf of the Corporation to effectuate the proposed amendments to the Articles of Incorporation and the Bylaws of the Corporation. IN WITNESS WHEREOF, the directors and shareholders have executed this instrument effective January 1, 2016 Directors: Craig D. 11olt Kevin L, Robertson Shareholders: _ C nj a A Craig D. Holt Kevin L. Robertson CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNR TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization. Bonds & Insurance F2-1 LS 1 000 2 Traffic Control F2-2 LS 1 44,Y�?.e 444 yc>.ob 3 Storm Water Pollution Prevention Plan F1-9 LS 1 "o I, Soo 4 SCRRA Flagging - Allowance (Per Da) EA 0 tl 5 ISCCRA Form No 6 (Plan Review. Administration and Contingency) -Allowance EA 1 0 6 Crack Seal and Seal Coat SF 29482 .34 ro 613.51 7 Crack Seal and SlurrySeal T (I) TN 265 p4r }S 64 ?*%T - 8 8 Crack Seal and Microsurfacing NF2-7 TN 1667 (41. 3Joore14 9 AC B High StabilityHS PG 70-10 TN 0 0 10 AC C2 PG 64-10 TN 0 v 11 IAC 02 PG 64-10 F2-7 TN 1 1 ocsv 1,000 12 Thin Maintenance Overlay MO) TN 0 p 13 ARHM GG -D PG 64-16 TN 0 a 14 Cold Plane 3' AC SF 0 O 15 Cold Plane 6" AC SF 0 C 16 Cold Plane 9-112' AC SF 0 O 17 Ke cut Al (See Detail on Plan LF 0 18 Ke cut A2 See Detail on Plan LF 0 O 19 Ke cut A3 See Detail on Plan LF 0 0 20 Ke cut A4 See Detail on Plan - LF 0 D 21 Ke cul A5 (See Detail on Plan - LF 0 G 22 Ke cut A6 See Detail on Plan - LF 0 6 23 Ke cut B1 See Detail on Plan) LF 0 C) 24 Ke cut 62 See Detail on Plan) LF 0 p 25 jKeycut B3 See Detail on Plan) LF 0 !z CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE *TOTAL COST 26 Ke cut B5 (See Detail on Plan) LF 0 O 27 Ke cul B6 (See Detail on Plan) LF 0 O 28 Di out or Remove & Replace 4" AC F2-5 SF 3169 S 25 Il., 37 • �r 29 Remove 14" (12-3/4" to 15-1/4"1 & Replace 12-3/4" AC F2-5 SF 0 30 lRemove Tree Roots Below AC/PCC Repairs SF 0 p 31 AC Berm LF 0 32 Install Geo rid SY 0 0 33 Shoulder Backing - LF 0 0 34 Lower Manhole Covers F2-11 EA 0 35 Lower Water / Gas Valve Covers F2-11 EA 2 41e 000 36 Lower Utility Cover / Vault / Well 172-11 EA 0 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 JAdjust Water / Gas Valve Cover Finish Grade 172-11 EA I 2 10w New 39 Adiust Utility Cover / Vault 1 Well to Finish Grade F2-11 Flt 0 O 40 Loop Detector Covers - EA 0 D 41 Remove and Install Temporary Traffic Loops EA D 0 42 Install Blue RPM's , Fire Hydrant F2-12 FA 19 ),3 4) 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 1467 v 5-08(s 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 60 `'( D�Lf O 45 Stnpinq Detail # 4 (Markers) F2-12 LF 0 O 46 Stnpin2 Detail # 8 (Thermo) F2-12 LF ❑ 0 47 Striping Detail # 9 / # 12 (Thermo & Markers) F2-12 LF 49856 . tf T 4a, `135. 5' 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 308 i • 310 Lfoo, yo 49 Striping Detail # 13 (Markers) F2-12 LF 0 50 Striping Detail # 21 / # 24 (Thermo) F2-12 LF 12997 I.LS a), `f4S oT CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 2253 • Gb rs 52 Striping Detail # 23 Thermo & Markers F2-12 LF 2171 9z a r',j, ' 53 Striping Detail # 27B (Thermo) F2-12 LF 5580 54 Striping Detail # 28 hereto F2-12 LF 0 O 55 Striping Detail # 30 Markers F2-12 LF 38 3•� 56 Striping Detail # 31 (Thermo) F2-12 LF 0 p 57 Striping Detail # 32 hereto & Markers) F2-12 LF 71 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 4650 59 Striping Detail # 38A herrn F2-12 LF 0 O 60 Striping Detail # 38C Thermo & Markers F2-12 LF 812 1 4X:5; ( 61 Striping Detail # 40 (Thermo) F2-12 LF 695 400�•4D 62 "25" Legend (Thermo) F2-12 EA 0 p 63 "STOP" Legend (Thema) F2-12 EA 10 /9sv-IiT lis 64 "XING" Legend hereto F2-12 EA 0 65 "SLOW"Legend Thermo 172-12 EA 0 p 66 "SCHOOL" Legend emro) F2-12 EA 0 0 67 "AHEAD" Legend hems F2-12 EA 0 6 68 "RXR"Legend Thema F2-12 EA 2 l•E$�/SS x`%10 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP" Legend Thema F2-12 EA 0 EU 71 "CLEAR"Legend(Thermo) F2-12 EA 0 72 Arrow Type I Thermo) F2-12 EA 0 6� 73 Arrow T II L I R F2-12 EA 0 p 74 Arrow T IV L ! R (Thermo) F2-12 EA 42 R T � 11 75 JArrow Type VI Ll R (Thermo) F2-12 EA 11 (6 I /S Llr ti 3 t�w 9a8v 364 aw 6 741.5= it S6s.v. yr? ;.,-?30 l,arer CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - BASE BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L I R (Thermo) F2-12 EA 1 115' 1 1 S 77 Install and Remove Temporary Video Detection Camera EA 0 78 Street Sweeping F2-8 & F2-9 LS 1 000 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) F2-11 EA 33 Soo 76 5 X, 80 Over -Excavation (Revocable Item) F2-5 SF 191 1to 1,110 81 ISidewalks and Driveway Sweeping 172-8 & F2-9 LS 1 3, ea0 3, bio 82 1 Rip Rap LF 0 Q 83 Remove and Install Permanent Traffic Loops - EA 0 0 TOTAL BASE BID TOTAL AMOUNT IN FIGURES: BASE BID TOTAL AMOUNT IN WORDS: 'NOTE: In case of error in extension of price into the total price column, the unit price will govem. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 G ? 50 (c ? S0 2 Traffic Control F2-2 LS 1 5�0 ft S� 3 Storm Water Pollution Prevention Plan F1.9 LS 1 '3.0 4 SCRRA Fla ina - Allowance (Per Da EA 0 U 5 SCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance - EA 0 O 6 Crack Seal and Seal Coat F2-10 SF 0 D 7 Crack Seal and Slurry Seal (Type II) F2-9 TN 68 a4 $ ke, 640 8 Crack Seal and Microsurfacino F2-8 TN 0 O 9 AC B High Stabilitv (HS) PG 70-10 F2-7 TN 0 0 10 AC C2 PG 64-10 F2-7 TN 0 O 11 AC D2 PG 64-10 F2-7 TN 0 12 Thin Maintenance Overlay (TMO) TN 0 13 ARHM GG -D PG 64-16 TN 0 O 14 Cold Plane 3" AC - SF 0 15 Cold Plane 6" AC - SF 0 16 Cold Plane 9-112" AC - SF 0 O 17 Ke cut Al (See Detail on Plan) LF 0 0 18 Ke cut A2 (See Detail on Plan) LF 0 0 19 Ke cut A3 (See Detail on Peril LF 0 O 20 Ke cut A4 (See Detail on Plan) LF 0 21 Ke cut A5 (See Detail on Plan) LF 0 O 22 Ke cut A6 (See Detail on Plan) LF 0 0 23 Ke cut B1 (See Detail on Plan) LF 0 O 24 Ke cut 82 See Detail on Plan) - LF 0 O 25 Ke cut B3 (See Detail on Plan) LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEMBID NO. ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Ke cut B5 (See Detail on Plan) LF 0 O 27 Kevcut 86 (See Detail on Plan) LF 0 O 28 Di out or Remove & ReDlace 4" AC F2-5 SF 0 0 29 Remove 14' (12-3/4" to 15-1A") & Replace 12-3/4" AC F2-5 SF 0 p 30 Remove Tree Roots Below AC/PCC Repairs - SF 0 O 31 Type A Berm I LF 0 (11 32 Install Ge rid - SY 0 0 33 Shoulder Backing LF 0 34 Lower Manhole Covers F2-11 EA 0 O 35 Lower Water / Gas Valve Covers F2-11 EA 0 36 Lower Utility Cover/ Vault / Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 O 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 EA 0 O 39 Adiust Utility Cover / Vault / Well to Finish Grade F2-11 EA 0 0 40 L000 Detector Covers EA 0 0 41 Remove and Install Temporary Traffic Loops - EA 0 O 42 Install Blue RPM's @ Fire Hydrant F2-12 EA 8 I "i /oil 43 12" White Crosswalk I Limit Line (Thermo) F2-12 LF 23 °/ 9a 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 O 45 Striping Detail # 4 (Markers) F2-12 LF 0 O 46 Striping Detail # 8 (Thermo) 172-12 LF 0 O 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 O 48 IStriDinq Detail # 10 (Thermo & Markers) F2-12 LF 0 0I 49 IStriping Detail # 13 (Markers) F2-12 LF 0 O 50 Striping Detail # 21 (Thermo) F2-12 LF 0 0 �. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thermo & Markers) F2-12 LF 0 D 52 Striping Detail # 23 (Thermo & Markers) F2-12 LF 0 0 53 Striping Detail # 27B (Thermo) F2-12 LF 0 b 54 Striping Detail # 28 (Thermo) F2-12 LF 0 55 1 Striping Detail # 30 (Markers) 172-12 LF 0 56 Striping Detail # 31 (Thermo) F2-12 LF 0 U 57 Striping Detail # 32 Thermo & Markers F2-12 LF 0 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 D 59 Striping Detail # 38A (Thermo) 172-12 LF 0 6 60 Striping Detail # 38C Thermo & Markers) F2-12 LF 0 61 Stnoina Detail # 40 (Thermo) F2-12 LF 0 62 "25" Legend (Thermo) F2-12 EA 0 6 63 "STOP" Legend (Thermo) F2-12 EA 1 64 "XING" Legend (Thermo) F2-12 EA 0 O 65 "SLOW" Legend (Thermo) F2-12 EA 0 O 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 67 "AHEAD"Legend (Thermo) F2.12 EA 0 O 68 "RXR"Legend Thermo F2-12 EA 0 C3 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 0 70 "KEEP"Legend (Thermo) 172-12 EA 0 71 "CLEAR" Legend (Thermo) F2-12 EA 0 0 72 Arrow Type I (Thermo) F2.12 EA 0 O Arrow T e II L I R (Thermo F2-12 EA 0 O i7573 74 Arrow Type IV L I R (Theo) F2-12 EA 0 O Arrow Type VI LJ R (Thermo) F2-12 FA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 1 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R Thermo F2-12 EA 0 0 77 Install and Remove Temporary Video Detection Camera EA 0 0 78 Street Sweeping F2-8 8 F2-9 LS 1 Ste" Ste" 79 Adiust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal Revocable Item F2-11 EA 0 80 Over -Excavation Revocable Item) F2-5 I SF 1 0 O 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 Ste' S'-uo 82 Rip Rap LF 0 O 83 Remove and Install Permanent Traffic Loos Fla 0 6 TOTAL ALTERNATE 1 - C2 BID TOTAL AMOUNT IN FIGURES: S'JG ALTERNATE 1 - C2 BID TOTAL AMOUNT IN WORDS: `NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 -ALTERNATE 2 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO, BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTALCOST 1 Mobilization, Bonds & Insurance F2-1 LS 1 2 Traffic Control F2-2 LS 1 1 i—� I, rob 3 Storm Water Pollution Prevention Plan 171-9 LS 1 S'ou Sva 4 SCRRA Flagging - Allowance (Per Da) - EA 0 O 5 SCCRA Form No 6 (Plan Review, Administration and Contingency) - Allowance EA 0 6 Crack Seal and Seal Coat F2-10 SF 0 O 7 Crack Seal and Slurry Seal (Type Ip F2-9 TN 50 ay0 /,l ocw 8 Crack Seal and Microsurfacin F2-8 TN 0 D 9 AC B High Stability (HS) PG 70-10 F2-7 TN 0 10 AC C2 PG 64-10 F2-7 TN 0 11 AC D2 PG 64-10 F2-7 TN 0 O P112 Thin Maintenance Overlay (TMO) TN 0 p 3 ARHM GG -D PG 64-16 - TN 0 O Cold Plane 3" AC - SF 0 p P114 5 Cold Plane 6" AC - SF 0 b 16 Cold Plane 9-112" AC - SF 0 I D 17 Ke cut At (See Detail on Plan) - LF 0 O 18 Ke cut A2 (See Detail on Plan) LF 0 O 19 Ke cut A3 (See Detail on Plan) - LF 0 I O 20 Kevcut A4 (See Detail on Plan) LF 0 21 Kevcut A5 (See Detail on Plan) - LF 0 O 22 Ke cut A6 (See Detail on Plan) - LF 0 23Ke cut 131 (See Detail on Plan) - LF 0 0 24 Kevcut B2 (See Detail on Plan) LF 0 p 25 Ke cut B3 (See Detail on Plan) - LF 0 CITY OF SANTA CLARITA 2016.17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. REM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Kevcut B5 (See Detail on Plan) 27 Ke cut B6 (See Detail on Plan) - LF 0 b 28 D' out or Remove & Replace 4" AC F2-5 SF 0 D 29 Remove 14" (12-3/4" to 15-1/4") & Replace 12-314" AC F2-5 SF 0 0 30 lRemove Tree Roots Below AC/PCC Repairs - SF 0 O 31 Tvpe A Berm LF 0 0 32 Install Geogrid - SY 0 b 33 Shoulder Backing LF 0 O 34 Lower Manhole Covers F2-11 EA 0 O 35 Lower Water / Gas Valve Covers F2-11 EA 0 0 36 Lower Utifitv Cover / Vault / Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 6 38 Adiust Water / Gas Valve Cover Finish Grade F2-11 EA 0 O 39 Adjust Utility Cover / Vault / Well to Finish Grade 172-11 EA 0 CO) 40 Loop Detector Covers - EA 0 0 41 Remove and Install Temporary Traffic Loos EA 0 0 42 Install Blue RPM'S (cb Fire Hydrant F2-12 EA 3 /3 99 43 12" White Crosswalk I Limit Line (Thermo) F2-12 LF 72 L/ ai3is 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 r:9 45 Striping Detail # 4 (Markers) F2-12 LF 0 46 Striping Detail # 8 (Thermo) F2-12 LF 0 O 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 O 48 Striping Detail # 10 (Thermo & Markers) F2-12 LF 0 O 49 Striping Detail # 13 (Markers) 172-12 LF 0 O 50 Striping Detail # 21 (Thermo) F2-12 LF 260 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. 610 ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 (Thema 8 Markers) F2-12 LF 0 p 52 Striping Detail # 23 (Thermo & Markers) 172-12 LF 0 O 53 Striping Detail # 278 Thermo 172-12 LF 0 O 54 Striping Detail # 28 (Thermo) F2-12 LF 0 0 55 Striping Detail # 30 (Markers) 172-12 1 LF 0 O 56 Striping Detail # 31 (Thermo) F2-12 LF 0 0 57 Striping Detail # 32(Thermo & Markers F2-12 LF 0 0 58 Striping Detail # 38 Thema & Markers) F2-12 LF 0 0 59 Striping Detail # 38A hems F2-12 LF 0 60 Striping Detail # 38C (Thermo & Markers) F2-12 LF 0 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 1 0 62 "25" Legend(Thermo) F2-12 EA 0 O 63 "STOP" Legend (Thermo) F2-12 EA 4 I -'30 56 O 64 'XING" Legend (Thema) F2-12 EA 0 65 "SLOW'L end(Thermo) F2-12 Flt 0 !J 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 O 67 "AHEAD" Legend (Thermo) F2-12 EA 0 O 68 "RXR'Legend Thermo F2-12 EA 0 O 69 "SIGNAL' Legend (Thermo) F2-12 EA 0 O 70 "KEEP" Legend (Thermo) F2-12 EA 0 0 71 "CLEAR"Legend(Thermo) F2-12 EA 0 O 72 Arrow Type I (Thermo) F2-12 EA 0 O 73 Arrow T e ll L I R hemto F2-12 EA 0 O t74 Arrow Type IV L I R (Thermo) F2-12 EA 0 0 75 Arrow Type VI L I R (Thermo) 172-12 EA 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 2 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. TOTAL ALTERNATE 2 - C9 BID TOTAL AMOUNT IN FIGURES: � 3 , y6 g (ALTERNATE 2 - C9 BID TOTAL AMOUNT IN WORDS: 40. A �J✓t"p 5 t r1 -eAQ `NOTE: In case of error in extension of price into the total price column, the unit price will govern. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L I R (Thermo) F2-12 FA 0 0 77 Install and Remove Temporary Video Detection Camera FA 0 0 78 Street Sweeping F2.8 & F2-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal (Revocable Item) F2.11 FA 0 D 80 Over -Excavation (Revocable Item) F2-5 SF 0 81 1 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 c7 iJ 2 7� 82 Rip Rap LF 0 O 83 1 Remove and Install Permanent Traffic Loops EA 0 O TOTAL ALTERNATE 2 - C9 BID TOTAL AMOUNT IN FIGURES: � 3 , y6 g (ALTERNATE 2 - C9 BID TOTAL AMOUNT IN WORDS: 40. A �J✓t"p 5 t r1 -eAQ `NOTE: In case of error in extension of price into the total price column, the unit price will govern. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - 1101011 IS - ALTERNATE 3 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 1 Mobilization, Bonds & Insurance F2-1 LS 1 OW �za 2 Traffic Control F2-2 LS 1 %, age-) vc,u 3 Storm Water Pollution Prevention Plan Ft -9 LS 1 4 SCRRA Fla in -Allowance (Per Da) EA 0 p 5 SCCRA Form No 6 (Plan Review, Administration and Contin enc ) - Allowance - EA 0 p 6 Crack Seal and Seal Coal F2-10 SF 0 a 7 Crack Seal and Slurry Seal (Tvpe II) F2-9 TN 368 3a U 8 Crack Seal and Microsurfacin F2-8 TN 0 d 9 AC B Hi h Stabilitv (HS) PG 70-10 F2-7 TN 0 C3 10 AC C2 PG 64-10 F2-7 TN 0 O j 11 AC D2 PG 64-10 F2-7 TN 0 O 12 Thin Maintenance Overlay (IMO) TN 0 13 ARHM GG -D PG 64-16 - TN 0 0 14 Cold Plane 3" AC - SF 0 0 15 Cold Plane 6" AC - SF 0 16 Cold Plane 9-1/2" AC SF 0 17 Ke cut Al (See Detail on Plan) LF 0 18 Ke cul A2 (See Detail on Plan) LF 0 6 19 Kevcut A3 (See Detail on Plan) LF 0 D 20 Kevcut A4 (See Detail on Plan) LF 0 0 21 Ke cut A5 (See Detail on Plan) LF 0 0 22 Ke cut A6 (See Detail on Plan) LF 0 0 23 Ke cut 81 See Detail on Plan) - LF 0 24 Ke cut B2 (See Detail on Plan) LF 0 D 25 IKeycut 133 (See Detail on Plan) LF 0 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Sierra Nevada Construction Inc ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 26 Keycut B5 (See Detail on Plan) LF 0 O 27 Ke cut B6 (See Detail on Plan) LF 0 a 28 Diaout or Remove & Replace 4" AC F2-5 SF 1236 29 Remove 14" (12-3/4" to 15-1/4") & Replace 12-314" AC F2-5 SF 0 30 lRemove Tree Roots Below AC/PCC Repairs I SF 0 31 Type A Berm LF 0 32 Install Geoadd SY 0 O 33 Shoulder Backing LF 0 G 34 Lower Manhole Covers F2 -N FA 0 4 35 Lower Water/ Gas Valve Covers F2-11 EA 0 O 36 Lower Utility Cover 1 Vault / Well F2-11 EA 0 0 37 Adiust Manhole Covers to Finish Grade F2-11 EA 0 O 38 Adjust Water / Gas Valve Cover Finish Grade 172-11 EA 0 U 39 Adjust Utility Cover / Vault / Well to Finish Grade F2-11 EA 0 r) 40 Loop Detector Covers EA 0 0 41 Remove and Install Temporary Traffic Loops - EA0 O 42 Install Blue RPM's P Fire Hydrant F2-12 EA 23 13 19 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 287 4 I I to 8 44 12" Yellow Crosswalk Line (Thermo) F2-12 LF 0 0 45 Stripinq Detail # 4 (Markers) F2-12 LF 0 p 46 Striping Detail # 8 (Thermo) F2-12 LF 0 O 47 Striping Detail # 9 (Thermo & Markers) F2-12 LF 0 48 JSIrpinq, Detail # 10 (Thermo & Markers) F2-12 LF 0 0 49 1 StriDinq Detail # 13 (Markers) F2-12 LF 0 0 50 IStripinq Detail # 21 (Thermo) F2-12 LF 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 51 Striping Detail # 22 hermo & Markers F2-12 LF 136 '1 60 S3. Go 52 Striping Detail # 23 Thermo & Markers F2-12 LF 672 1.30 s / 53 Striping Detail # 276 (Thermo) F2-12 LF 0 U 54 Striping Detail # 28 (Thermo) F2-12 LF 0 p 55 Striping Detail # 30 (Markers) F2-12 LF 0 56 StrVing Detail # 31(Thermo) F2-12 LF 0 0 57 Striping Detail # 32 (Thermo & Markers) F2-12 LF 0 0 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 O 59 Striping Detail # 38A (Thermo) F2-12 LF 0 O 60 Stri in Detail # 38C Thermo & Markers F2-12 LF 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 O 62 "25" Le end Thermo F2-12 EA 0 Z> 63 "STOP"Le end(Thermo) F2-12 EA 13 64 "XING" Legend (Thermo) F2.12 EA 0 p 65 'SLOW" Legend (Thermo) F2-12 EA 0 D 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 O 67 "AHEAD" Legend (Thermo) F2-12 EA 0 6 68 "RXR"Legend Thermo F2-12 EA 0 O 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 0 70 "KEEP" Legend (Thermo) F2-12 EA 0 p 71 "CLEAR" Legend Thermo F2-12 EA 0 O 72 Arrow T e l hermo) F2-12 EA 0 O 73 Arrow T pell L/ R Thermo F2-12 EA 0 Q 74 Arrow T IV L I R Thermo F2-12 EA 0 'I 75 Arrow Type VI L / R (Thermo) F2-12 EA 0 O. CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 3 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L / R Thermo F2-12 EA 0 0 77 Install and Remove Temporary Video Detection Camera EA 0 O 78 Street Sweeping F2-8 8 F2.9 LS 1 0, SW ', $-oma' 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal Revocable Item F2-11 EA 0 0 80 Over -Excavation (Revocable Item) F2-5 I SF 0 O 81 Sidewalks and Driveway Swee in F2-8 8 172-9 LS 1 82 IRip Rap LF 0 O 83 lRemove and Install Permanent Traffic Loops EA 0 O TOTAL ALTERNATE 3 - C18 BID TOTAL AMOUNT IN FIGURES: ALTERNATE 3 -C18 BID TOTAL AMOUNT IN WORDS: ONc Awjodt.( C'' Lrc-c*n 4pr� 40w " ur" c,' ; T� ,0- 'NOTE: In case of error in extension of price into the total price column, the unit price will govern. lc CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE I *TOTAL COST 1 Mobilization, Bonds &Insurance F2-1 LS 1 Gw ouU 2 Traffic Control F2-2 LS 1 "' 3Oo 3 Storm Water Pollution Prevention Plan F1-9 LS 1 Ste' 2S ° 4 SCRRA FIa in -Allowance Per Dayl EA 0 O 5 SCCRA Fonn No 6 Plan Review, Administration and Cone enc ) - Allowance EA 0 0 6 Crack Seal and Seal Coat SF 32635 .3 7� H �' 7 Crack Seal and SlurrySeal (T II) TN 0 O 8 Crack Seal and Microsurfacin TN 0 0 9 AC 8 High Stability(HS) PG 70-10 ftF22-7 TN 0 0 10 AC C2 PG 64-10 TN 0 0 11 AC D2 PG 64-10 TN 0 0 12 Thin MaintenanceOverlay (TMO) TN 0 O 13 ARHM GG -D PG 64-16 - TN 0 O 14 Cold Plane 3" AC - SF 0 O 15 Cold Plane 6" AC - SF 0 0 16 Cold Plane 9-1l2" AC - SF 0 O 17 Ke cut Al (See Detail on Plan) LF 0 0 18 Kevcut A2 (See Detail on Plan) LF 0 0 19 Ke cut A3 (See Detail on Plan) LF 0 20 Ke cut A4 (See Detail on Plan) LF 0 p 21 Ke cut AS (See Detail on Plan) - LF 0 O 22 Ke cut A6 (See Detail on Plan) LF 0 0 23 Ke cut B1 (See Detail on Plan) LF 0 D 24 Ke cut B2 (See Detail on Plan) LF 0 0 25 Ke cut B3 (See Detail on Plan) LF 0 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 26 Ke cut B5 (See Detail on Plan) - LF 0 27 Ke cut B6 See Detail on Plan - LF 0 (i 28 Di out or Remove & Replace 4" AC F2-5 SF 1519 7LI .» 29 Remove 14" 12-3/4' to 15 -IW )& Replace 12-3/4' AC F2-5 SF o D 30 Remove Tree Roots Below AC/PCC Repairs SF 0 31 Type A Berm LF 0 O 32 Install Geogrid - SY 0 0 33 Shoulder Backing LF 0 6 34 Lower Manhole Covers F2-11 EA 0 v 35 Lower Water / Gas Valve Covers F2-11 EA 0 O 36 Lower Utility Cover/ Vault I Well F2-11 EA 0 37 Adjust Manhole Covers to Finish Grade F2-11 EA 0 38 Adjust Water / Gas Valve Cover Finish Grade F2-11 EA 0 0 39 Adjust Utility Cover / Vault / Well to Finish Grade F2-11 EA 0 40 Loop Detector Covers EA 0 41 Remove and Install Temporary Traffic Loos EA 0 O 42 Install Blue RPM's A Fire Hydrant F2-12 EA 0 U 43 12" White Crosswalk / Limit Line (Thermo) F2-12 LF 0 0 44 12" Yellow Crosswalk Line (Thermo) 172-12 LF 0 D 45 Striping Detail # 4 (Markers) F2-12 LF 0 6 46 Striping Detail # 8(Thermo) F2-12JLF 0 0 47 StripingDetail # 9 (Thermo & Markers) F2-12 0 0 48 Striping Detail # 10 (Thermo & Markers F2-12 0 d 49 Stripin Detail # 13 Markers F2-12 0 O 50 Stripin Detail # 21 (Thermo) F2-12 0 0 CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - Ill 15 - ALTERNATE 4 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE `TOTAL COST 51 Striiping Detail # 22 (Thermo & Markers) F2-12 LF 0 O 52 Striping Detail # 23 Thermo & Markers F2-12 LF 0 O 53 Striping Detail # 27B (Thermo) F2-12 LF 0 O 54 Striping Detail # 28 (Thermo) F2-12 LF 0 0 55 Striping Detail #-30 (Markers) F2-12 LF 0 1 O 56 Striping Detail # 31 (Thermo) F2-12 LF 0 0 57 Striping Detail # 32 (Thermo & Markersl 72-12 LF 0 O 58 Striping Detail # 38 (Thermo & Markers) F2-12 LF 0 0 59 Striping Detail # 38A (Thermo) F2-12 LF 0 e 60 Striping Detail # 38C (Thermo & Markers) F2-12 LF 0 0 61 Striping Detail # 40 (Thermo) F2-12 LF 0 Cs 62 "25" Le end (Thermo) F2-12 EA 0 O 63 "STOP" Legend (Thermo) F2-12 EA 0 ep 64 "XING" Legend (Thermo) F2-12 EA 0 65 "SLOW" Le end (Thermo) F2-12 EA 0 66 "SCHOOL" Legend (Thermo) F2-12 EA 0 O 67 "AHEAD"Legend Thermo F2-12 EA 0 e 68 "RXR" Legend (Thermo) F2-12 EA 0 0 69 "SIGNAL" Legend (Thermo) F2-12 EA 0 70 "KEEP"Legend (Thermo) 172-12 EA 0 p 71 "CLEAR" Legend (Thermo) F2-12 EA 0 O 72 Arrow Type I (Thermo) F2-12 EA 0 0 73 Arrow Type II L f R (Thermo) F2-12 E4 0 O 74 Arrow Type IV L I R (Thermo) F2-12 EA 0 O 75 Arrow Type VI L ( R (Thermo) F2-12 EA 0 Q CITY OF SANTA CLARITA 2016-17 ANNUAL SLURRY SEAL PROJECT - M0115 -ALTERNATE 4 BID BID SCHEDULE BIDDER: Sierra Nevada Construction, Inc. ITEM NO. &D ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES UNIT PRICE 'TOTAL COST 76 Arrow Type VII L I R (Thermo) F2-12 EA 0 C7 77 Install and Remove Temporary Video Detection Camera EA 0 O 78 Street Sweeping F2.8 & 172-9 LS 1 79 Adjust Manhole Covers to Finish Grade on Microsurfacing and Slurry Seal Revocable Item F2-11 EA 0 G 80 Over -Excavation (Revocable Item) F2-5 SF 167 81 Sidewalks and Driveway Sweeping F2-8 & F2-9 LS 1 aQ� a-oU 82 Rio Rap LF 0 D 83 Remove and Install Permanent Traffic Loos EA 0 O TOTAL ALTERNATE 4 - TRAILS BID TOTAL AMOUNT IN FIGURES: �3 6, 5 6`? ALTERNATE 4 -TRAILS BID TOTAL AMOUNT IN WORDS: `NOTE. In case of error in extension of price intc the total price column. the unit once will govem. BID SCHEDULE 2016-17 Annual Slurry Seal Pro ect Bid No. ENG-16-17-M0115S Project No. M0115 City of Santa Clarita, California BIDDER: Sierra Nevada Construction, Inc. BID SUMMARY TOTAL PRICE $ V IN FIGURES BASE BID 5: X K a 5"x 7lv ph.+. t .. v k �✓�+�-e TOTAL PRICE IN WORDSTOT PRICE $ IN FIL GURES ADD ALTERNATE 1 rl�"r% Sri` 7ft-"3k i-fUt %�n.%I+ro TOTAL PRICE IN WORDS T74:et ref 51 TOTAL PRICE nn $ IN FIGURES ADD ALTERNATE 2 TOTAL PRICE IN WORDS (r TOTAL PRICE Q c9 `3 i0 E IN FIGURES ADD ALTERNATE 3 TOTAL PRICE IN WORDS �( 6�t �./y�i-•..I i.^Ci`jl�•L Llsfl�.(� c TOT FIGUR S SE IN ADD ALTERNATE 4 _I G----� A�A TOTAL PRICE � sy' � IN WORDS TOTAL PRICE $ TOTAL OF BASE BID AND IN FIGURES D ALL ADD ALTERNATES TOTAL PRICE IN WORDS / / / '� C Jh I� d t of ,, . 510&1 s/0/475 'NOTE: In case of error in extension of price into the total price column, the unit price will govern. C -2a ,µT , t _� arr14 ��pprtkli 7I�P�,uw\i A7r,N if PO�r�41� DESIGNATION OF SUBCONTRACTORS 2016-17 Annual Overlay Project Bid No. ENG -16-17-M0115 Project No. MOI 15 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor who will perform work, labor, or render service in excess of half of one percent, or $10,000 (whichever is greater) of the prime contractor's total bid: DBE status, age of firm, and annual gross receipts are required if subcontractor is participating as a DBE. SubcontractorHq,r.&\, tfArice¢ DBE STATUS: n 5 Dollar Value of Work 197 Soo /✓7c. Age of Firm: Certifying Ag enc Annual Gross Receipts:bc%v tSw rlln , Age of Firm: Certifying Agency: Annual Gross Receipts: ovc2 rSA,wfi�A trM (,.a°cc� Er4 0SIA3 ti 1 AC AVr Bid Schedule Item Nos.: & f4mv g Location and Place of Business 131 E. wocxec AVE R�a� jiNirh A4.+, 6/.6w"•a qJ X05" Phone (IM) 813 0 Description of Work fr2p.�3 2<.w. sr optn3 +' sr>t+ll �4� S° uleem� es.:/Lpon1.i1 Description of Work Stw toae Oe'q T:i Ov« -ewo 4ue i° ),bj1t, aP,'iT, 3$No. Phone (4oy E,on p 746—o3'S'L a t S clS? Exp. Date: /1 0 / a"(77 Phone (714) Lf col _ 19 6-1 Dber,.( . is cqa w). aa. 80 Subcontractor (rk°(iA1 Ro,.-10 DBE STATUS: nJA Dollar Value ofWorklijo6, lov n Dollar Value of Work Qy 11': • — Age of Firm: Certifying Ag enc Annual Gross Receipts:bc%v tSw rlln , : Annual Gross Receipts: ouca 15'Wet1.vN Location and Place of Business 10 8 3 a 1c0 (&�Tk't ,4U e trM (,.a°cc� Er4 0SIA3 ti 1 AC AVr Bid Schedule Item Nos.: & f4mv g Description of Work C 5�4 7 P.�'�( bC Panrrt R�a� License No. �? s-7 "La Exp. Date: G / 7e Phone (IM) 813 0 Subcontractor Cl+cz.3P r. �. y DBE STATUS: n Dollar Value of Work Qy 11': • — Age of Firm: Certifying Age c : Annual Gross Receipts: ouca 15'Wet1.vN Location and Place of Business as do y° T%^ ti 1 AC AVr f3lao.,,pT,,, CA 49311a Bid Sche�11e 1 em Nos.: ys -84%-41 Description of Work fr2p.�3 2<.w. sr optn3 +' sr>t+ll �4� S° License No. "3iy Exp. Date: S' / . / a� >7 Phone (4oy E,on 746—o3'S'L 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. yi, 43, 63 C -3a BID SECURITY FORMS FOR CHECK OR BOND TO ACCOMPANY BID NOTE: The following form shall be used in case check accompanies bid. Accompanying his Proposal is a *certifiedlcashier's check payable it 15 order of the City of Santa Clarita for: ew 'L, .. A 1., 4,. V psr(u,, 51. ($ �1, %6-0•'70 ), this amount being not less than ten percent (10%) of the total amount cY the bid. The proceeds of this check shall become the property 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: 2016-17 Annual Slurry Seal Program Bid No. ENG-16-17-MO115SS Project No, M0115 Sierra Nevada Construction, Inc. CONTRACTOR P.O. Box 50760 Address Sparks, NV 89435 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 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 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 bid dollars t$ ••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 24 day BIDDER: 2055 East Greg, Sparks, NV 89431 •1116,355%H& Address SURETY" Liberty Mutual Insurance Company; 1340 Treat Blvd., #400, Walnut Creek, CA 94597 925-979-6717 Lori Jones, Attorney -In -Fact 300 East 2nd St., Reno, NV 89501 775-996-603 Subscribed and sworn to this 24 d o Marc met 2017. f Notary Public, State of Nevada NOTARY PUBLICr'7 NW�.t : ' Appointment Na. 14-14280-2 u,..e...,.. c,,,,�.e�_w�_u...amn LEAL) `Provide BIDDER and SURETY name, address, and Aferpimn M Iml RM 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. C-10 Ao I +. ,µM. 'y1A�Y-wv'r�.�y+7�� 'O 7 is U 0 3 O R 41 > 91 O 3 at 'N at O � q0 -r O Oy C N di to N 92 0.E THIS PC'+VER 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 he: On stated Certificate No. 7347180 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 WestAmerican 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. Cantron: Lori Jones: Nicholas D. Rossi: Patricia Owens: Teri L. Wood all of the city of Reno , state of NV each Individually if there be more than we named, its two and lawful altomey-Irl-fad to make, execute, seal, acknowledge and deliver, for and on its behalf as surely and as Its act and deed, any and all undertakings, bonds, recognizanoes 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 thereto this 27th day of April , 2016 STATE OF PENNSYLVANIA as COUNTY OF MONTGOMERY American Fire and Casualty Company The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West can Insurance Company By: David M. Care , Assistant Secretary On this 27th day of April 2016 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and ro Casually 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, > execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. c 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 CL sP pgaT COMMONWEALTH OF PENNSYLVANIA Q M UNotarial Seal /�,Teresa Pastells, Notary Public gy; ,U/L�d�' a091Plymouth Twp., Montgomery County Teresa PastelMy Commission Expires March2Member, Pennsylvania Asso[iseon W N4la,iea dMThis Power ofAtterney is made and executed purrity of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance ufo Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: = o m ARTICLE N- 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 e 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, Z y acknowledge and deliver as surety any and all undertakings, bonds, recognizanoes and other surety obligations. Such attorneys -in -fact, subject to the limitations setforlh in their respective -p �> 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 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 -fad under > o 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. t 7 ARTICLE XIII- Execution of Contracts - SECTION 5. Surely Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, E o0 and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as maybe necessary to actin behalf of the Company to make, execute, w M seal, acknowledge and deliver as surety any and all undertakings, bands, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their c ao 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 00 executed such instruments shall be as binding as if signed by the president and attested by the secretary. 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- ~ x - tact as may be necessary to act an behalf of the Company to make, execute, seal, acknowledge and deliver assurety any and all undertakings, bonds, moognizanc rs and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsirmle or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a mri fed 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 Casually Company, The Ohio Casually Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby wdiy that the original power of attorney of which the foregoing is a full, (me and correct copy of the Power or 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 seats of said Companies this �'t day of 1 V ALL �,(' /1!L _ .20 . PpD Cq,rU �SY IN,SU �WSUy prNSUq 4 JP ox R9 tJP iH CP L1' B- 2 1906 0 0 1919 n 1912 r 1991 Y' Gregory W. Davenport, Assistant Secretary 'xiyy h. *d� 'y fan ail cti x`' S Y � f � ♦ k LMS 12073 122013 138 of 150 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 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 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 City of Santa Clarita, California Marc Markwell being first duly sworn deposes and says that he is the Secretar /Treasutrrer (sole owner, a partner, president, etc.) of Sierra eva a onsuction, inc. 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: Title Subscribed and sworn to and before me this 54! day of 20JI. 1 It A 1 ....,, DARCIA A. CARPENTER Notary Public - State of Nevada Appo[nlmenl Receded In Wostae County No, 863497-8 - Expires August 1, 2018 C-12 BIDDER'S QUESTIONNAIRE 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 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, IncTelephone: 775-355-0420 Principal Office Address: 2055 E. Greg Street, Sparks, NV 89431 2. Type of Firm: Corporation Corporate: J Other: Individual: Partnership: 3a. If a corporation, answer these questions: Date of Incorporation: 3/2/1988 State of Incorporation: 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: Nevada State Organized in: Name of all partners holding more than a 10% interest: C-13 BIDDER'S QUESTIONNAIRE (cont'd) 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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: 5. CONTRACTOR's Representative: Kevin L. Robertson Title: President Alternate: Craig D. Holt Title: Vice President 05/31/2018 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 SIERRA NEVADA CONSTRUCTION = WORK IN PROGRESS Amount Completion Design Owner Agency Job Name Type of Contract Contract Amount Completed Date En sneer Owner Contact Phone Owner Address PO Box 1209, Reno, NV McKenzie Construction Golden Valley Indust. Ctr Bid A & B Seework S 1,026,0D700 S 541,229.00 4/1/17 Techtonics Brian McKenzie 775-329-5181 89504 2DI N. Carson Street, but. 3, Carson City W. Wilfams Street Sewer Underground $ 236,007.00 S 4130117 Carson City Rick Coele 775-887-2355 Carson City, NV 89701 City of Reno COR 2015 Permanent Patch Pavement Preservation $ 1 069,000.00 S 982,765.00 5/1/17 C' of Reno Kerrie Koski 775334-3304 PO Box 1900, Reno, NV 89505 umos34 Reinuvgon RoN7, Reno. Reno -Sparks Indian Colony RSIC Sewer & Water Improvement Underground $ 3.072,007.00 $ 2,825,217.00 5/1/17 Associates Craig Wesner 775-827-6111 NV 89502 1105 Terminal ay, Suite 108, Regional Transportation Commission RTC - North Val Improvements Reconstruct $ 880,208.00 $ 585,937.00 5/1/17 Traffic Works Garth Oksol 775-332-2137 Reno. NV 89502 23 Kussell Blvd., Davis, CA City of Davis 2016 Pavement Rehab slurry $ 586,007.00 $ 67,688 00 511/17 1 City of Davis Dianna Jensen 530-757-5686 95616 umos & 1105Terminal ay, Suite 108, Re tonal Transportation Commission RTC 2016 Pavement Maintenance Pavement Preservation $ 4,850,000.00 $ 4,464,587.00 5/30117 Associates Doug Mab 775-3351865 Reno, NV 89502 Nichols 290 Gantry Way Suite 1, Reno, SMC Contracting,Inc Ed ewcetl Phase 4 $'Mwork $ 6,6231675.00 $ 6,539,748.00 5/30/17 Consuflin Josh Merkow 530-5441423 NV 89502 rcy rater way. PaM, NV City of Sparks 2017 Street Maintenance Unit 2 Reconstruct $ 1,404,007.00 $ 5/30/17 Sparks Andy Echieta 775-353-2201 69432 t n ustna a y, arson Miles Construction Heritage Sitework $ 2,234,942.00 $ 823.536.00 6/1/17Anderson Jeff Rowan 775-246-3722 Ch , NV 89706 anWm-H-oW y n.Ste. B. Reno,' Core Construction UNR Great Basin Hall Silework S 2,485,309.00 $ 1.306,02900 611/17 B' otu Travis Coombs 775-5255757 NV 69511 Box 30013,eno, Truckee Meadows Water Authority 201612017 PRS Rehabilitation Underground $ 569,00700 $ 611117 1 Christy Corp_ Jason Barnes 7758348080 89520 resno 727U7u-la—mSUFLR, Fresno, CA Fresno County Fresno County Slurry Pavement Preservation S 721,007.00 $ 611117 CountyMitch Araki 559800-4501 93721 Stewart1263 S. arson Nevada Department of Transportation NDOT#W37 Kietzke Reconstruct S 1,094,007.00 $ 6.673.00 6/15/17 NOOT Brad Durski 775-888-3025 CiI,NV 89712 5300 Mill Street, Reno. NV United Construction 1-80 W Logistics Paving$ 464,007.00 $ 7115117 Unknown Damon Hill 775858-8090 89502 t ata n. o e Ch of South Lake Tahoe South Lake Tahoe 2016 RoadwayRehab Reconstruct $ 1 602,947.00 $ 8/1117 Lake Tahoe Jim Merino 5305428030 Tahoe CA Ci of Reno San Mateo & Norman Dr. Street Rehab Reconstruct $ 2.716,007.00 $ 8/1117 Cil of Rena Khalil Wilson 775-334-2548 PO Box 1900. Reno, NV 89505 urce EsmeraldaAve., Minden, Town of Minden 2017 Water $ stem Improvements Underground S 542,007.00 $ 8/1117 1 Concepts Michelle Gamble 775-883-1600 NV 89423 an Joaquin 1810 E. Hazelton Avenue, San Joaquin Count San Joaquin CountyChi Pavement Preservation $ 1,721,007.00 $ 811/77 Count Awni Taha 209-953-7619 Stockton CA 95205 1 en a e venue, Granite Construction Company SE Connector Underground $ 1,202,694.00 $ 509,978.D0 8115117 RTC Brian Roll 775351-1549 S rks, NV 89431 1 treat, cramerno, California Department of Transportation #03.OG5704 Sattley Paving $ 2.173.007.00 $ 8115117 Calbans Tim Crosby 530-3208460 CA 95816 1727 30th Street, Sacramento, California Department of Transportation 002-4E4204 Hallelujah Junction Reconstruct $ 9,527.007.00 S 911/17 Caltrans John Yorcon 53D-8649033 CA 95816 City of Reno 2017 Permanent Patch Program Pavement Preservation $ 1,313,007 OD $ 9/1/17 City of Reno Kerrie Koski 775-3343304 PO Box 1900, Reno, NV 89505 CERTIFICATION OF NON -SEGREGATED FACILITIES 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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. . C CONTRACTOR iCtr t*\*%da � SKXE'i�1 fPtE�.Sua"Cv 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 t. SECTION D: CAPITAL IMPROVEMENT PROJECT AGREEMENT & BONDS CON -9 Council Approval Date: Agenda Item: Contract Amount: CAPITAL IMPROVENIENT PROJECT AGREEMENT 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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. y o ARTICLE IV CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the contract documents. ARTICLE V City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR'S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement. If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement. The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission. ARTICLE VI CONTRACTOR affirms that the signatures set forth hereinafter in execution of this AGREEMENT represent all individuals, firm members, partners, joint venturers, or corporate officers having principal interest herein. ARTICLE VII Nature of Relationship Revised 1/2012 Page 2 of 8 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 Should also agrees to procure and maintain, at its sole expense, during the term of this CONTRACTOR. any extension thereof, a policy of fire, extended coverage and vandalism for any reason, fail to obtain and maintain the insurance required by this Agreement, City may obtain coverage at CONTARCTOR'S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this agreement, City may cancel the Agreement immediately with no oenalty. Should Contractor's insurance required by this Agreement be cancelled at any point prior to expiration of the policy, CONTRACTOR must notify City within 24 hours of receipt of notice of cancellation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancellation. CONTRACTOR must ensure that there is no lapse in coverage. If the operation under this Agreement results in an increased or decreased risk in the opinion of the City Manager, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City Manager. The CONTRACTOR agrees that provisions of this paragraph as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR's activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible. Worker's Compensation Insurance The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, inure and provide legal defense for both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the AGREEMENT. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita. Automotive Insurance The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this AGREEMENT, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured. Fire and Extended Coverage Insurance (Services involving real property only) CONTRACTOR also agrees to procure and maintain, at its sole expense, during the term of this Agreement, and any extension thereof, a policy of fire, extended coverage and vandalism insurance. Revised 12012 Page 4 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. ARTICLE 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. Governing Law Revised 1/2012 Page 5 of 8 This AGREEMENT shall be construed and interpreted and the legal relations created thereby shall be determined in accordance with the laws of the State of California. Compliance with Law CONTRACTOR shall comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local government, including City's Labor Compliance Program. CONTRACTOR shall comply with all aspects of the National Pollutant Discharge Elimination System (NPDES) in order to prevent pollution to local waterways. Failure to implement NPDES Requirements shall result in project delays through City issued Stop Work Notices and/or fines levied against the CONTRACTOR. Prevailing Waees If required by applicable state law including, without limitation Labor Code §§ 1720 (as amended by AB 975 (2001)), 1771, 1774, 1775, and 1776, CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR's responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws. In accordance with Labor Code § 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY's Engineering Division or the website for State of California prevailing wage determination at www.dir.ca.gov/DLSR/P". A copy of the prevailing rate of per diem wages must be posted at the job site. This contract is subject to state prevailing wage requirements of the California Labor Code including Sections 1770 and 1773, and the City's California Department of Industrial Relations (DIR) approved Labor Compliance Program. All covered work classifications required in performance of this contract will be subject to prevailing wage provisions. The Contractors and its subcontractors shall pay not less than the state wage rates. Contractor shall further adhere to the requirements contained in the City of Santa Clarita's Labor Compliance Program. A copy of the Labor Compliance Program is available for review upon request at the Office of the City Clerk. All pertinent state statutes and regulations, including, but not limited to those referred to in this contract and in the City's Labor Compliance Program, are incorporated herein as though set forth in their entirety. Additionally, the Contractor is responsible for obtaining a current edition of all applicable state statues and regulations and adhering to the latest editions of such. This Work is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The Contractor will be required to post job site notices as described in 8 California Code of Regulation section 16451(d). Protection of Resident Workers Revised 112012 Page 6 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 (I-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 112012 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 s1GNATms MusT BE Signed By: WUNESSED BY NOTARY Print Name & Title: CONTRACTOR's License No. Class CITY: Date: Mayor/City Manager of the City of Santa Clarita Approved as to Form: Date: City Attorney of the City of Santa Clarita Revised 1/2012 Page 8 of 8 FAITHFUL PERFORMANCE BOND 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 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 120. NIC k1O7C0[efflii SURETY* Subscribed and sworn to this 20 NOTARY PUBLIC day of * 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 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-MO115SS Project No. M0115 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 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 20 NOTARY PUBLIC day of " Provide CONTRACTOR/SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. D- 15 r P SECTION E: SPECIAL PROVISIONS =GENERAL SECTION E — SPECIAL PROVISIONS — GENERAL 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M01115 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, 2015 Edition, (SSPWC or Greenbook 2015) 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 ............. ............ I nspector for the City of Santa Clarita MS4.................................Los Angeles County Municipal Separate Storm Water Permit, Order No. R4-2012-0175, NPDES No. CAS004001 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 1-1.5 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 Contractors 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 www.EADOCsoftware.com :_1:4fiWill *:I*silk NIS] 0 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. 1-3.1.5 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 • City, Consultant, Environmental Specialist • Design Engineer Affected utility companies representatives Two weeks 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 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 2-5.1 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 via Eadoc. Any hard copies or samples please send to: City of Santa Clarita 23920 Valencia Blvd. Suite 300 Santa Clarita, CA 91355 Phone: (661) 286-4138 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 through EADOC 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 Micro Surfacing Mix Designs Slurry Seal Mix Designs Seal Coat 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 E10 responsible for the installation of complete, functional improvements in accordance with the Contract Documents. 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. E11 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. 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. iq 'A V M011&1a7E\I The Contractor will be responsible to obtain the "temporary Right -of -Entry agreement" with the SCRRA, including but not limited to the required insurance, 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 Right -of -Entry has not yet been acquired, the contractor shall conduct his operation so as to confine his work to the limits of the existing right-of-way. 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 E12 can not commence until approval in writing is obtained from offsite property owners and delivered to the City. 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, SCRRA 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 in EADOC 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 crass -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. 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 E16 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. SECTION 5 — UTILITIES 6-1 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: Sal Soto (626) 506-7959 2. Gas Contact: SOUTHERN CALIFORNIA GAS COMPANY 9400 Oakdale Ave. Chatsworth, CA 91313 E17 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 Southern California Regional Rail Authority ROW Encroachments Coordinator 2558 Supply Street, Pomona, CA 91767 and (909) 392-8463. 5. Water District Contact: VALENCIA WATER COMPANY 24631 W. Avenue Rockefeller Santa Clarita, CA 91355 Attention: Gino Garcia (661)295-6508 6 Water District Contact: NEWHALL COUNTY WATER DISTRICT P.O. Box 220970 Santa Clarita, CA 91321 Attention: Joshua Gilliam (661) 259-3610 Water District Contact: SANTA CLARITA WATER DIVISION 26521 Summit Circle Santa Clarita, CA 91350 Attention: Roger Hitchen (661)259-2737 8. Electric Contact: SOUTHERN CALIFORNIA EDISON 25625 W. Rye Canyon Road Valencia, CA 91355 Attention: Lori Causas (661) 257-8221 E18 9 Toro Enterprises, Inc.: McBean Parkway Pedestrian Bridge Replacement Project No.: S1043 P.O. Box 6285 Oxnard, CA 93031 Attention: Tom Gibson (805)207-2342 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. E19 The CONTRACTOR shall protect -in-place all utilities otherwise noted on the plans. The CONTRACTOR shall be responsible of walking utilities prior and sign off approval from utilities after each location is completed. 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 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. 6-4 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. Any utilities adjusted by the contractor shall be signed off with approval by the sheets, with signature from Utilities approval, shall be provided to City. 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 E 20 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. Baseline schedule shall be updated and submitted on monthly basis. 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, or enforcing penalty as described below. Failure of the CONTRACTOR to adhere to the approved, weekly, and monthly 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 $2.000, unless otherwise provided in the specifications. All schedule submittals shall be made electronically and in printed format acceptable to the Engineer 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. E21 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 25 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 1 02 2 02 3 03 4 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). Approved Night Work activities shall be confined to the hours between 8:30 pm and 4:30 am. Monday through Friday. 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. Refer to project Plan Sheets, and Section F2-2.4 Traffic Maintenance, for additional approved hours on each specific location. 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 July 4, 2017 the CONTRACTOR 2017 November 10, 2017 November 23, 2017 November 24, to adhere December 22, to these restrictions December 29, 2017 will result in damages being sustained by the City. Such damages are, and will continue to be, impracticable and specifications. 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 May 29, 2017 July 4, 2017 September 4, 2017 November 10, 2017 November 23, 2017 November 24, 2017 December 22, 2017 December 25, 2017 December 29, 2017 January 1, 2018 E 22 6-9 LIQUIDATED DAMAGES Liquidated damages for failure of the CONTRACTOR to complete the work within the time allowed are hereby amended to be two thousand five hundred dollars ($2,500.00) 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. 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, E 23 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 Public Works 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 Public Works. At the option of the AGENCY, the person to whom the 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 Public Works shall address disputes or claims within 28 calendar days after receiving such request and all necessary supporting data. The Director of Public Works' 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 Public Works 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. E 24 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 appropriate BMPs shall be implemented at the storage site. 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. Add Paragraph 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 E 25 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 $ 21000,000 Products/Completed Operations Hazard $ 1,0003000 Comprehensive Automobile Liability $ 17000,000 Contractual General Liability $ 210003000 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. • SCRRA (See SCRRA Form 6) 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 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. E 26 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 • SCRRA (See SCRRA Form 6) The cost of this insurance shall be included in the CONTRACTOR's bid. 7.5 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, including the Railroad, SCRRA. 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. 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 E 27 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. 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 PM10 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 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 E 28 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 PM10 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 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. E 29 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. • 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). E 30 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. Temporary AC is subject to raveling. When temporary AC is being used, a street sweeper shall be scheduled to remove all debris caused by the raveling. The sweeper shall operate continuously until the raveling has stopped or the temporary AC has been removed. 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 is hereby deleted and replaced with the following: 7-8.6.1 GENERAL The CONTRACTOR shall prepare a BMP Plan to address the requirements described in the MS4 permit. The BMP Plan must be completed prior to the start of construction and post -construction controls. The BMP Plan shall be reviewed and approved by the City prior to the start of construction. The CONTRACTOR's activities shall never exceed one (1) acre of disturbed soil, including the staging/storage area(s). Exceeding one (1) acre of disturbed soil will cause extended delays and incur significant financial penalties. 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". 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. 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 BMP Plan is required for this contract. E 32 Construction shall not begin until the BMP Plan is aooroved by the Enaineer Within 15 days after the approval of the contract, the CONTRACTOR shall submit electronically the BMP Plan to the Engineer. The Engineer will have 5 days to review the BMP Plan. The BMP Plan 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. The BMP Plan shall incorporate control measures in the following categories (if applicable to the project): The CONTRACTOR shall amend the BMP Plan, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of pollutants to surface waters, ground waters, municipal storm drain systems or when deemed necessary by the Engineer. The BMP Plan shall be amended if the BMP Plan 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 BMP Plan, which are required on the project to control water pollution effectively. Amendments to the BMP Plan shall be submitted through EADOC for review and approval by the Engineer in the same manner specified for the initially approved BMP Plan. Amendments shall be dated and attached to the on-site BMP Plan document. The CONTRACTOR shall keep a copy of the BMP Plan, together with updates, revisions and amendments at the project site. ��3[��7Tif77FT71i T7�1�'d��[�I� Upon approval of the BMP Plan, the CONTRACTOR shall be responsible throughout the duration of the project for installing, constructing, inspecting, and maintaining the control measures included in the BMP Plan 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 BMP Plan 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 project. 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 E 33 of control measure materials and the detailed mobilization plan shall be included as part of the BMP Plan. Throughout the project, 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 within twenty (20) days 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 project, 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 BMP Plan for tracking control, wind erosion control, non -storm water control, and waste management and material pollution control. 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. During the project, 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 week. Upon completion of the project ALL disturbed -soil areas, including the construction staging area, shall be stabilized with materials providing soil stabilization for a minimum of one year. These materials shall be approved by the ENGINEER. Stabilization items are required to be implemented prior to the project acceptance by the City's Project Manager. No BMPs may contain plastic. E 34 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 City's Environmental Specialist. 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 section will be released for payment on the next monthly estimate for partial payment following the date that a BMP Plan 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 E 35 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. 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. E 36 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: 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, E 37 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 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 E 38 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. 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. E 39 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 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. No contractor personnel or equipment will be allowed within 25 feet of the center of the railroad tracks without approval by the Agency and/or the SCRRA. 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. E40 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. 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 E41 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. 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. 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 E 42 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. 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. E43 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 $12000.00. 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. 7-10.4.2 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. ►aiT1X4E1J:Z6110X93 150LN[e]al:l4 01iwo Subsection 7-10.5.4 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. 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. E 44 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. 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. 7-10.5.5 NOTIFICATION TO THE PUBLIC Subsection 7-10.5.5 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, excepting only the sole negligence of the City Engineer, Pavement Engineering, Inc., their parent or subsidiary companies and their agents and employees. WE 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 11 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. 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. E 47 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." 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. MEV 9-6 MEASUREMENT OF QUANTITIES Subsection 9-5 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. Sd EZ��I •ZX�] J;_\ i i'i L*.1 t 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 E 49 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. 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 E 50 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. 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 E51 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 52 SECTION -F: SPECIAL PROVISIONS =TECHNICAL SECTION F — SPECIAL PROVISIONS - TECHNICAL 2016-17 ANNUAL SLURRY SEAL PROJECT Bid No. ENG -16 -17 -M0115 -SLURRY Project No. M0115 Slurry 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, 2015 Edition, (SSPWC or Greenbook 2015) accept as amended and or superseded by the following: TABLE OF CONTENTS SECTION F1 - GENERAL CONSTRUCTION INFORMATION F1-1 LOCATION AND SCOPE OF WORK ........................................ F1-2 NOTIFICATIONS....................................................................... F1-3 EMERGENCY INFORMATION .................................................. F1-4 UTILITY COMPANY INFORMATION ........................................ F1-5 PROTECTION OF OAK TREES ................................................ F1-6 RECYCLING PLAN................................................................... F1-7 ORDER OF THE WORK........................................................... F1-8 PROSECUTION OF WORK ...................................................... F1-9 STORM WATER POLLUTION PREVENTION — BMP PLAN..... SECTION F2 - CONSTRUCTION MATERIALS AND METHODS ...........I F2-1 MOBILIZATION, BONDS & INSURANCE .................... F2-2 TRAFFIC CONTROL ................................................... F2-3 ROADWAY PREPARATION ........................................ F2-4 CRACK SEAL.............................................................. F2-5 DIGOUTS OR REMOVE & REPLACE ......................... F2-6 ASPHALT TACK COAT ............................................... F2-7 ASPHALT CONCRETE(AC)....................................... F2-8 DOUBLE MICRO SURFACING ................................... F2-9 SLURRY SEAL .............................................0....000....... F2-10 ASPHALT EMULSION SEALER (SEAL COAT)........... F2-11 LOWERING AND ADJUSTING OF UTILITY COVERS F2-12 TRAFFIC STRIPING, MARKINGS & SIGNS ............... ................................. 1 ................................. 1 ................................. 2 ................................. 2 ................................. 2 ................................. 2 ......4 ...................... 3 ......................... 3 ............................... 3 ..0....00 ..............1......... 6 ........................... 6 ............................ 6 ................................11 ................................11 ................................12 ................................14 ................................15 ................................20 ................................31 ................................35 ........................39 ........................40 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 includes: Saw -cutting; excavation, removal and disposal of the AC roadway section; cold milling and disposal of AC pavement; replacement and compaction of subsurface material; setup and maintenance of traffic control system; placement of crushed aggregate base and AC pavement material; crack sealing, placement of slurry seal and micro surface materials; replacement of traffic striping and markings; 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 as required. 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 (661) 255-4948 Los Angeles County Sanitation Department (818) 458-5100 Los Angeles County Sheriff Department (Santa Clarita) (661) 255-1121 Los Angeles County Fire Department (Santa Clarita) (661) 286-8821 U.S. Post Office, Santa Clarita (661) 254-3270 City of Santa Clarita Transit Division (Ben Gonzales) (661) 295-6308 F1 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. F14 UTILITY COMPANY INFORMATION For utilities near the Southern California Gas Company, please refer to the assigned PF# 1726- 16-852225. various items of work and no additional compensation will Utilities map can be obtained from the City. F1-5 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 therefore. F1-6 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 F2 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 ail 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. F1-7 ORDER OF THE WORK CONTRACTOR is responsible for coordinating with the contractor who is awarded City Project No. M0115 - 2016 - 17 Annual Overlay Project in Neighborhoods C2, C10, C18 and V6N. F1-8 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. F1-9 STORM WATER POLLUTION PREVENTION — BMP PLAN The Contractor shall prepare and submit in accordance with Section 7-8.6 of the Standard Specifications a BMP Plan in conformance with the requirements of the Waste Discharge Requirements for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles County, except those Discharges Originating from the City of Long Beach MS4 (Order No. R4-2012-0175, NPDES No. CAS004001), including section VI.0 .8.i.v., Table 16 (below), are the minimum required BMPs for roadway paving or repair. These 12 BMPs shall be implemented, as applicable, for the proposed activities. No. Table 16 BMP Description CASQA BMP No. Restrict paving and repaving activity to exclude periods of rainfall EC -1, Scheduling or predicted rainfall unless required by emergency conditions. NS -3, Paving & Grinding Operations 2. Install gravel bags and filter fabric or other equivalent inlet SE -10, Drain Inlet Protection protection at all susceptible storm drain inlets and at manholes to F3 prevent spills of paving products and tack coat. SE -6, Gravelbag Berms NS -3, Paving & Grinding Operations 3. Prevent the discharge of release agents including soybean oil, NS -3, Paving & Grinding Operations other oils, or diesel to the storm water drainage system or receiving waters. WM-2, Material Use WM-40 Spill Prevention & Control 4. Minimize non storm water runoff from water use for the roller and NS -1, Water Conservation for evaporative cooling of the asphalt. NS -3, Paving & Grinding Operations 5. Clean equipment over absorbent pads, drip pans, plastic NS -3, Paving & Grinding Operations sheeting or other material to capture all spillage and dispose of Paving & Grinding properly. to a maintenance facility to be reused, recycled or disposed of NS -8, Vehicle & Equipment Cleaning 11. Avoid stockpiling soil, sand, sediment, asphalt material and NS -3, Paving & Grinding Operations asphalt grindings materials or rubble in or near storm water drainage system or receiving waters. WM-1, Material Delivery & Storage WM-3, Stockpile Management 12. Protect stockpiles with a cover or sediment barriers during a rain. NS -3, Paving & Grinding Operations WM-3, Stockpile Management The BMP Plan is to be implemented prior to the start of work. See Section 7-8.6 Water Pollution Control/Storm Water Pollution Prevention in Section E -Special Provisions for additional information. F4 WM-4, Spill Prevention & Control 6. Collect liquid waste in a container, with a secure lid, for transport NS -3, Paving & Grinding Operations to a maintenance facility to be reused, recycled or disposed of properly. WM-6, Hazardous Waste Management 7. Collect solid waste by vacuuming or sweeping and securing in an NS -3, Paving & Grinding Operations appropriate container for transport to a maintenance facility to be reused, recycled or disposed of properly. SE -7, Street Sweeping & Vacuuming 8. Cover the "cold -mix" asphalt (i.e., pre -mixed aggregate and NS -3, Paving & Grinding Operations asphalt binder) with protective sheeting during a rainstorm. WM-3, Stockpile Management 9. Cover loads with tarp before haul -off to a storage site, and do not NS -3, Paving & Grinding Operations overload trucks. WE -1, Wind Erosion Control 10. Minimize airborne dust by using water spray or other approved NS -3, Paving & Grinding Operations dust suppressant during grinding. WEA, Wind Erosion Control 11. Avoid stockpiling soil, sand, sediment, asphalt material and NS -3, Paving & Grinding Operations asphalt grindings materials or rubble in or near storm water drainage system or receiving waters. WM-1, Material Delivery & Storage WM-3, Stockpile Management 12. Protect stockpiles with a cover or sediment barriers during a rain. NS -3, Paving & Grinding Operations WM-3, Stockpile Management The BMP Plan is to be implemented prior to the start of work. See Section 7-8.6 Water Pollution Control/Storm Water Pollution Prevention in Section E -Special Provisions for additional information. F4 Temporary AC is subject to raveling. When temporary AC is being used, a street sweeper shall be scheduled to remove all debris caused by the raveling. The sweeper shall operate continuously until the raveling has stopped or the temporary AC has been removed. All flow lines shall be left unimpeded and no material, including AC cold mix, waste AC, road base, or soil, shall be placed in the flow line. Disturbance to non -stabilized surfaces at staging and storage areas shall be minimized. These areas will only be large enough to run an efficient and safe operation. They shall be surrounded with temporary construction fence if no fence or barrier is present. Should sand be used on fresh AC surfaces, the excess sand shall be removed by either sweeper, broom, or vacuum. Washing sand away is not permitted. Upon completion of the project ALL disturbed -soil areas, including the construction staging area, shall be stabilized with materials providing soil stabilization for a minimum of one year. These materials shall be approved by the ENGINEER. Stabilization items are required to be implemented prior to the project acceptance by the City's Project Manager. No BMPs may contain plastic. The LUMP SUM price paid for "STORM WATER POLLUTION CONTROL PROGRAM" shall include but not be limited to all costs associated with installation, maintaining, removal of BMPs and record keeping and reporting as required by the latest regulations. Payment will be made as follows: a. Fifty percent (50%) of the total amount bid for Implement BMP Plan and Maintain BMPs 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 Implement BMP Plan and Maintain BMPs paid to seventy-five percent (75%) of the total amount bid for Implement BMP Plan and Maintain BMPs. 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 Implement BMP Plan and Maintain BMPs paid to ninety percent (90%) of the total amount bid for Implement BMP Plan and Maintain BMPs. d. Upon substantial completion, one -hundred percent (100%) of the remaining contract price paid for Implement BMP Plan and Maintain BMPs will be included in the estimate for payment. e. The City's Project Manager 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 City's Environmental Specialist. The City's Environmental Specialist shall F5 inspect the work areas weekly, or as required, and the deficient item list will be issued if correction(s) is/are needed. Corrections shall be made within 3 working days. Once the deficient item is corrected and approved by the City's Environmental Specialist, the withheld money will be released to the Contractor. SECTION F2 - CONSTRUCTION MATERIALS AND METHODS F2-1 MOBILIZATION, BONDS & INSURANCE 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 CONTRACTORS, 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 transportation and incidentals necessary to maintain traffic through the construction site. In addition, this Section 7-10 of these Contract Documents. F6 all labor, materials, tools, equipment, and control all pedestrian and vehicular work shall include all work as outlined in 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 the 2016 Work Area Traffic Control Handbook, published under the authority of the Watch Committee of Public Works Standards, Inc. The manual prescribes MINIMUM standards for the application 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 California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014 Edition (FHWA'S MUTCD 2009 Edition, revised in May 2012, 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. 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. Temporary traffic markers shall be spaced at a maximum of 24' apart. 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 starting any construction work, 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 7-10.1.11 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 controls 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), 2012 F7 Edition (FHWA'S MUTCD 2009 Edition as amended for use in California), and these Special Provisions. 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. Special 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. The CONTRACTOR shall coordinate with the following School Districts at least forty-eight (48) hours prior to the schedule closing or opening of streets. Hart District (661) 259-0033 Saugus Union School District (661) 294-5300 Sulphur Springs Union School District (661) 252-5133 191K, Night work shall have a maximum of two lane closure. Lane widths shall be approved by the City. Night work hours of paving operation shall be from 8:30 PM to 4:30 AM. Grind and jackhammer shall be from 7:00 pm to 12:00 am West of Commuter Way and 7:00 pm to 11:00 pm East of Commuter Way. CONTRACTOR shall have traffic open by 4:30 AM. Deviations will only be allowed as approved by the City. Provide flagmen continuously at affected intersections as well as beginning and Soledad Canyon Road end of restricted traffic control area. All flagmen Bouquet Canyon Road to and foreman shall be in radio contact with each Valley Center Drive other to coordinate work and provide a safe work zone. Sweeping, including the sidewalks and driveways, shall be required at 3, 7, 14 and 21 days after application. The CONTRACTOR is directed to Section 6-9 "Liquidated Damages", which applies to this work. Special 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. The CONTRACTOR shall coordinate with the following School Districts at least forty-eight (48) hours prior to the schedule closing or opening of streets. Hart District (661) 259-0033 Saugus Union School District (661) 294-5300 Sulphur Springs Union School District (661) 252-5133 191K, Soecial Instructions for Traffic LooD 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. Special Instructions for Bus Route The CONTRACTOR shall notify the Santa Clarita Transit at least forty-eight (48) hours prior to the schedule closing or opening of streets. The City will subject the Contractor to liquidated damages in the amount of $1,200 per day for each missed notification. Special Instructions for Staoina and Haul Route All haul routes and staging areas for the work shall be submitted to the City for approval. 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. F2-2.5 PORTABLE DELINEATORS Portable delineators shall be either cones or tubular markers. 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. F9 F2-2.6 CHANGEABLE MESSAGE SIGNS (CMS) Contractor shall, for the duration of the contract, supply 4 CMS to be placed at locations at the direction of the Engineer. The locations of the CMS shall be shown on the Traffic Control Plan. CMS shall be installed a minimum of 7 days prior to beginning of any work as part of this contract. F2-2.7 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. F2-2.8 PAYMENT The payment for "TRAFFIC CONTROL" 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. cl. 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. F10 :Ze71 �Frfi��77•717if tfL*I,q F2-3.1 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, "Project 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 therefore 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 CRACK SEAL F2-4.1 GENERAL This work shall consist of mechanically routing cracks, cleaning, applying sterilent, and filling the cracks with rubber asphalt joint seal as specified in these special provisions, and as directed by the Engineer. All cracks 1/8 of an inch wide or wider shall be sealed. F2-4.2 MATERIALS The crack sealant shall be a mixture of paving asphalt and ground rubber and shall conform to ASTM D 5078, Type II. The crack seal product shall conform to the following requirements: Test ISpecification Limit Cone Penetration 77°F(25°C)(ASTM D5329) 35-55 Resilience (ASTM D5329) 40% min. Softening Point (ASTM D36) 200°F(93°C) min. Ductility 77°F(25°C)(ASTM D5113) 30 cm min. Flexibility (ASTM D3111 Modified) Pass at 20°F( -70C) F11 Flow 140°F(60°C)(ASTM D5329) 3 mm max. Brookfield Viscosity 400°F(204°C)(ASTM D2669) 100 Poise max. Asphalt Compatibility (ASTM D5329) Pass Bitumen Content (ASTM D4) 60% min. Tensile Adhesion (ASTM D5329) 500% min. Safe Heating Temperature 400°F(2040C) Recommended Pour Temperature 380°F(193°C) F2-4.3 CONSTRUCTION During all construction operations, the CONTRACTOR shall protect cracks cleaned for sealing from intrusions of solid foreign materials into the groove or into the sealant. Immediately prior to applying the sealant, the cracks shall be mechanically routed and then cleaned with high pressure air jets to remove all residue and foreign material. Cracks wider than 114 inch do not need to be routed prior to crack filling. Any weed growth shall be physically removed. Any areas indicating weed growth shall be treated with a soil sterilent. Water jets will not be allowed. Crack surfaces shall be surface dry at the time the sealant is applied. The CONTRACTOR shall submit a product information sheet on the sterilent to be used. Crack seal materials shall be placed in conformance with the manufacturer's recommendations. Crack seal materials shall not be placed when the surface temperature is below 50 degrees Fahrenheit. The finished crack seal shall be bonded to the crack such that there is no separation or opening between the sealant and the crack edge and there shall be no cracks, separation or other opening in the sealant. The CONTRACTOR shall remove crack seal material that is not placed within the conformance of these provisions, clean cracks as specified herein and then reseal the cracks at his expense. F2-4.4 MEASUREMENT AND PAYMENT The measurement and payment for crack filling shall be included in the contract unit price for Slurry Seal and Double Micro Surfacing. F2-5 DIGOUTS OR REMOVE & REPLACE F2-5.1 GENERAL The work of Digouts or Remove & Replace consists of removing the existing asphalt concrete and base if necessary to the specified depth by cold planing. F2-5.2 MATERIALS Asphalt concrete for Digouts or Remove & Replace shall be C2 and conform to Section F2-7. Asphalt concrete binder shall be PG 64-10 unless specified on the plans or approved by the engineer. F12 F2-5.3 CONSTRUCTION The Engineer shall mark the locations of each digout. The asphalt concrete shall be removed to a uniform depth as specified. The edges of the removal area shall be sawcut or vertical grind. Any removed material shall be removed from the site. If base rock is exposed, the surface shall be rolled. The pavement area shall be cleaned and tack coated in accordance with Section F2-6 and compacted as specified in Subsection 302- 5.6.2 of the Standard Specifications. On 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, the area shall be proof -rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with base rock or 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, it shall be excavated to the depth of 0.5 feet below the depth required above and disposed of in accordance with these Special Provisions. The limits of removal shall be designated by the Engineer. The resulting space shall be filled with a single lift of asphalt concrete. 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 F2-5.4 MEASUREMENT AND PAYMENT Payment for Digouts and Remove and Replace areas, complete in place, will be made at the contract unit price bid per square foot for the respective items. Such payment shall be considered full compensation for furnishing all labor, material, 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. Sawcut shall be incidental to the work. Section 3-2.2.2 "Increases of More Than 25 Percent" and Section 3-2.2.3 "Decreases of More Than 25 Percent" shall hot apply to the bid items related to removing and replacing pavement or F13 digouts. Payment for over excavation and stabilization cost shall be made by prorating payment based on depth for the unit cost for digouts or remove and replace AC. F2-6 ASPHALT TACK COAT F2-6.1 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. F2-6.2 MATERIALS The tack coat shall be High Performance Seal (No—Track). A certificate of compliance shall be submitted prior to construction. F2-6.3 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. 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. An 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. 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 reinspect 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 F14 reinspect or to perform cleaning, shall subject the CONTRACTOR to a liquidated damage of $500 per calendar day per location. F2-6.4 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 asphalt concrete pavement bid items (e.g. digouts) and no additional compensation will be allowed therefore. 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. F2-7 ASPHALT CONCRETE (AC) F2-7.1 SCOPE Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to construct asphalt concrete. All such work shall conform to the dimensions of the plans, the applicable provisions of the Standard Specifications, and these Special Provisions. F2-7.2 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 C2 or D2 as shown on the Typical Sections. The grade of asphalt shall be PG 64-10. The mix properties indicated in Table 203-6.4.3(A) shall be modified as follows: Design and Production Air Mix Production Stability Target Air Voids Voids C2 37 min. 4.0% 2.5%-5.5% D2 30 min. 4.0% 2.5%-5.5% TSR to be minimum 70 in accordance with Caltrans Test Methods 371. F2-7.3 CONSTRUCTION The work shall further consist of preparing the existing street surfaces prior to the slurry or micro surfacing. Such work shall include removing raised pavement markers, removing thermoplastic pavement markers, painted legends and crossbars (12" white and yellow), controlling nuisance water, sweeping prior to tack application, watering, and removing loose and broken asphalt concrete pavement and foreign material as specified in the Standard Specifications and these Special Provisions and as required by the Engineer. The minimum ambient temperature to begin paving shall be 55 degrees F. The CONTRACTOR shall use any means necessary to clean the pavement, including sweeping and flushing. F2-7.3.1 Cold Joints All cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Care shall be exercised such as to not damage the asphalt concrete by burning or F15 excessive aging, as determined by engineer. Damaged material shall be removed by saw cutting to form a new cold joint followed by torch heating. Cold joints include previous passes placed more than three hours prior. All cold joints shall be tack coated. F2-7.3.2 Layout The CONTRACTOR shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. The layout shall be made at least 24 hours prior to paving. The layout shall be approved by the Engineer prior to paving. If the striping is to remain unchanged, the edges of the paving passes shall conform to existing lane edges. In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, the shoulder areas shall be paved first, then the through lane shall be hotlapped immediately after the shoulder paving. For paving 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. F2-7.3.3 Tolerances The finished asphalt concrete surface shall be flush with, to 1/4 inch (0.02 feet) (6 mm) above the gutter lips. The finished pavement surface shall not be lower than the gutter lips. The average pavement thickness shall be equal to the specified thickness for the project. For total pavement thicknesses less than four inches, the minimum allowable thickness will be 1/4 inch less than that specified. For total pavement thicknesses of four inches or more, the minimum allowable thickness will be 1/2 inch less than that specified. The provisions of Section 302-5.6.2 shall apply and shall be modified to provide that the straightedge shall be 12 foot in length. F2-7.3.4 Automatic Screed Controls In addition to the requirements in Subsection 39-1.10 of the State of California Department of Transportation Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls which shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein. Unless approved otherwise, ski -type devices with a minimum length of 30 feet shall be used to F16 provide a reference for the grade sensor. Skis shall be constructed and installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly sense the grade of the previously placed mat may be used in lieu of the 30 - foot ski. The ski shall be mounted at a location which will provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed. Automatic cross slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine. Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued and the screed controlled by manual methods. Should the automatic screed controls fail to operate properly during any day's work, the CONTRACTOR may manually control the spreading equipment for the remainder of that day provided the quality of the work conforms to the requirements of Sections 39-1.11 and 39-1.12 of the 2010 State of California Department of Transportation Standard Specifications (Unrevised). Should the methods and equipment used for automatic control fail to result in the quality of work required by said Sections 39-1.11 and 39-1.12, the paving operations will be temporarily discontinued and the CONTRACTOR shall make the necessary changes to the equipment, or furnish other equipment conforming to the requirements herein, before paving is resumed. If it is determined by the Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, the use of the automatic controls shall be discontinued and the spreading equipment adjusted by manual methods. Use of automatic controls shall resume when the Engineer has determined that it is again practical and so orders. F2-7.3.5 Rolling and Compaction In addition to the requirements of Subsection 39-1.11 of the 2010 State of California Department of Transportation Standard Specifications (unrevised), 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 except in cases where mix distortion/shoving rather than compaction is taking place under the roller. In those instances, wait for the mix to cool to sufficiently, then breakdown compact. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line. For leveling courses under 1 inch using a D2 asphalt concrete, breakdown -rolling shall consist of three coverages with an 8 to 12 ton pneumatic roller followed by a finishing coverage with a steel wheel roller. The rolling may begin with a single pass of a steel wheel roller until the pneumatic has sufficient opportunity to warm up to avoid tracking and picking up material from F17 the mat. The pneumatic roller tires shall be treated with a non -petroleum based product to prevent pickup. Failure to successfully provide for breakdown rolling with the pneumatic roller after a reasonable warm up time will be cause for termination of paving activities until the CONTRACTOR can provide equipment which will perform without pickup. For all other leveling courses, the intermediate roller shall be a 12-16 ton pneumatic roller. From the second paragraph of Section 302-5.6.2 "Density and Smoothness" to the end shall be deleted and replaced by the following: Sublots to determine compaction testing shall be based on the following: • Each 750 tons, or part thereof, placed on an individual street in a paving day. If over 750 tons are placed in a single paving day on an individual street, up to 150 tons over 750 tons can be moved in to the previous 750 ton sublot. • If multiple streets are paved in a day, each street will be considered its own sublot with multiple sublots on streets where greater than 750 tons are placed. The in-place density shall be between 92.0 percent and 97.0 percent of maximum theoretical unit weight. Compaction testing will be determined by cores. Three cores will be sampled per sublot. The average of the three cores will be used to determine compaction for the sublot. Cores will be located by the engineer using random sampling charts in CTM 356. Cores shall be 4 or 6 inches in diameter and must be sampled within 5 calendar days of paving. The contractor will submit cores, properly labeled, to the engineer for testing. The engineer will provide core test results within 3 working days of receiving cores. For the percent of maximum theoretical density, the following table shall apply to deductions for average compaction of a sublot: Reduced Payment Factors for Percent of Maximum Theoretical Density Mix Type 8 and C2 Percent of Maximum Theoretical Density Reduced Payment Factor Mix Type B and C2 Percent of Maximum Theoretical Density Reduced Payment Factor 92.0 0.0000 97.0 0.0000 91.9 0.0125 97.1 0.0125 91.8 0.0250 97.2 0.0250 91.7 0.0375 97.3 0.0375 91.6 0.0500 97.4 0.0500 91.5 0.0625 97.5 0.0625 91.4 0.0750 97.6 0.0750 91.3 0.0875 97.7 0.0875 91.2 0.1000 97.8 0.1000 91.1 0.1125 97.9 0.1125 91.0 0.1250 98.0 0.1250 90.9 0.1375 98.1 0.1375 90.8 0.1500 98.2 0.1500 90.7 0.1625 98.3 0.1625 90.6 0.1750 98.4 0.1750 F18 Mix Type B Reduced Mix Type B Reduced and C2 Payment and C2 Payment Percent of Factor Percent of Factor Maximum Maximum Theoretical Theoretical Density Density 90.5 0.1875 98.5 0.1875 90.4 0.2000 98.6 0.2000 90.3 0.2125 98.7 0.2125 90.2 0.2250 98.8 0.2250 90.1 0.2375 98.9 0.2375 90.0 0.2500 99.0 0.2500 X90.0 Remove & Remove & Replace Re lace 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 - 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. F2-7.3.6 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. F2-7.3.7 Temporary Transitions 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 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. The CONTRACTOR shall construct temporary pavement transitions at all PCC facility transitions greater than 1 inch around corners from beginning of curb return to end of curb return, at PCC cross gutters, and PCC spandrels. 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. F19 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. F2-7.3.8 Quality Control The Contractor shall provide full time quality control during paving operations as outlined in the Caltrans 2010 Standard Specifications (Unrevised) for the Standard construction process. F2-7.4 MEASUREMENT AND PAYMENT The measurement and payment for asphalt concrete, complete in place, will be made at the contract unit price per ton (U.S. standard measure, 2,000 pounds) as shown in the Bid Schedule for the various types of asphalt concrete. Asphalt concrete used in other items of work, including but not limited to digouts, shall be included in the respective bid items. 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 pavement, tack coat, including leveling course, complete as detailed, and as specified in the Standard Specifications and these Special Provisions. F2-8 DOUBLE MICRO SURFACING Micro surfacing shall consist of mixing a polymer modified cationic quickset emulsion, aggregate, mineral filler, set -control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in conformance with the provisions in these special provisions, and as directed by the Engineer. F2-8.1 MATERIAL The material for micro surfacing shall conform to the following requirements: F2-8.1.1 Emulsion The asphalt emulsion shall be a polymer modified cationic quickset (PMCQS-1h), 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-1h emulsion shall conform to the following requirements when tested in conformance with the following test methods: Sieve, max. Polymer Modified, Cationic Quickset Emulsion Specification Designation Test Method lRequirement Viscosity SSF @ 77°F (25°C) AASHTO T 59 15-90 Seconds Sieve, max. AASHTO T 59 10.30 Percent Settlement, 5 days, max.' STM D 244 P Percent F 20 Residue by Evaporation, min. ILASHTO T59 2 Percent "Waived if to be used within 48 hours o manufacture. Penetration @ 77°F (250C), 100g, 5s ,0.1 mm SHTO T 51 Specification Designation for Residue Specification Designation Test Method Requirement Penetration @ 77°F (250C), 100g, 5s ,0.1 mm SHTO T 51 0-90 Softening Point °F (°C) min. AASHTO T 53 135 (57) Torsional Recovery min. California Test 332 20 F2-8.1.2 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. F2-8.1.3 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. F2-8.1.4 Carbon Black Carbon black solution shall be non-ionic in charge and liquid in form. The carbon black shall be compatible with the emulsion system, polymers and additives being used and conform to the requirements indicated in Table 1-25 and ASTM D1511. TABLE 1-25 Specification Tolerances Total Solids 40-44 % Black by The Weight 35-37 Type Black Medium Furnace Color Type Dispersing Non-ionic F21 F2.8.1.5 Aggregate The mineral aggregate used shall be of the type and grade specified for the particular use of the 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: Test Test Method Requirements Sand Equivalent (Min.) AASHTO T 176 65 Durability Index (Min.) AASHTO T 210 60 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 The aggregate (excluding mineral filler) shall conform to the following quality requirements: Type II Sieve Size Percentage Passing 3/8" 100 No.4 94-100 No.8 65-90 No. 16 0-70 No. 30 25-50 No. 200 5-15 If the results of the aggregate grading do not meet the specified gradation, the micro surfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, the 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. If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro surfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, the micro surfacing may remain in place and F 22 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. F2-8.2 MIX DESIGN At least 7 working days before the 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. dditive and 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 5.5% to 10.5% by dry weight oll Asphalt aggregate Mineral Filler 0.5% to 3% by dry weight of aggregate Carbon Black Carbon Black shall be added at 1.3 to 2.0% of the finished emulsion dditive and s needed ater 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 micro surfacing mixture shall conform to the specified requirements when tested in conformance with the following tests: F&M Test ISSA Test Method Requirements Wet Cohesion if 12 kg -cm @ 30 Minute (Set) (Min.) B*139 20 kg -cm @ 60 Minute (Traffic) (Min.) Excess Asphalt TB*109 540 g/m Wet Stripping (Min.) B* 114 90% Wet Track Abrasion 6 -da B*100 810g/m2 Soak Loss (Max.) Displacement Lateral (Max.) TB*147A .10 Specific GravityAfter 1000 Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points Mix Time @ 77°F (25°C) B* 113 Controllable to 120 Seconds B* = Technical Bulletin The laboratory that performed the tests and designed the mixture shall sign the laboratory report and shall be AASHTO re:source (formly 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, filler (minimum and maximum), water (minimum and maximum), set control additive, and PMCQS-1h 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 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 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 micro surfacing mixture shall be sufficiently cured to support unrestricted traffic. F2-8.3 PROPORTIONING Aggregate, mineral filler, PMCQS-1h, water, and additives, including the set -control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If F 24 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-1h 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-1h 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-1h 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 check -run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The PMCQS-1h 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-1h 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-1h and shall be accurate to within 10°F. 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 micro surfacing shall be mixed in continuous pug -mill mixers of adequate size and power for the type of 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. F 25 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. 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 micro surfacing mixture shall be spread by means of a spreader box conforming to the requirements in the "Spreader Box" section of these specifications. The polymer additive and the carbon black shall be delivered to the mixer in the relative proportions required by means of a common shaft, dual pump system. The polymer additive and the carbon black flow rates shall be independently adjustable by means of diaphragm valves and shall be sequenced through the computer controlled auto -sequencing system. The polymer additive and the carbon black shall be blended and mixed prior to their introduction into the pugmill. Introduction into the twin -shafted pugmill shall be done through an injection system, which delivers the blended material to the apex of each mixing shaft immediately prior to the introduction of the asphalt emulsion. The polymer additive and the carbon black delivery system shall each be equipped with digital electronic flow metering devices that can read in gallons per minute. F2-8.4.1 Spreader Box For Type II 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 super elevated 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-1h at the start of each work shift. F2-8.4.2 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 F 26 rear to the front of the filling chamber. These devices shall also be capable of guiding the larger 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 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 MICRO SURFACING Before placing the 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 -1h, CSS -1 or CSS -1h 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, micro surfacing shall not be placed until the asphaltic emulsion has cured. F2-8.6 PLACING The 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 micro surfacing mixture shall only be placed when both pavement and air temperatures are at least 50°F and rising. Do not place 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. 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 '/2 inch or more, the individual wheel paths shall first be filled with 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 micro surfacing. Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of micro surfacing material are placed for rut filling purposes or as surface courses. F 27 Micro surfacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard: Micro Surfacing Type ocation Spread Rate (lbs. agg./sq.yd.) Type II lFull Traffic Width 14-16 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 micro surfacing. Other suitable methods to avoid double placement of the 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 micro surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro surfacing will not adhere to or be picked up by the tires of vehicles. When placing multiple layers of 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 micro surfacing and within a minimum of 2 hours after placement the 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 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 28 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 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 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 STREET Maintenance and Sweeping After completing, setting, and rolling of the micro surfacing any loose material shall be immediately removed by sweeping with a power sweeper and/or vacuum sweeper the day of application. Interim sweeping using a power sweeper and/or vacuum sweeper shall be accomplished as more loose material appears. As a minimum, interim sweeping shall be accomplished on the 3rdI 7'n 14M and 21s` day after micro surfacing. A final post construction sweeping of all the micro surface streets shall be performed 30 days after completion of all of the micro surfacing. The entire street surface, including sidewalks and driveways, shall be swept to the satisfaction of the CITY. No loose material will be allowed in the street, gutters, sidewalks or other areas. If necessary, the CONTRACTOR will employ additional vacuum sweepers to remove the loose materials. In addition, all misapplied micro surfacing on gutter lips shall be removed the same day as it is placed. Failure to provide cleaning or sweeping shall preclude the CONTRACTOR from continuing with further micro surfacing work until this work is performed. The CONTRACTOR shall complete any sweeping or street maintenance within 24 hours of request from the CITY. 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. F 29 F2.8.9.1 Final Cleaning Final cleaning of the micro surface streets shall include removal of any tracked material, misapplied tack coat; or micro surfacing; cleaning of all utility covers of any new or old materials; and removal of any miscellaneous debris resulting from construction activities. F2-8.10 MEASUREMENT AND 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. 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. Aggregate 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 double micro surfacing shall be by the ton, that is made up of 2,000 pounds of combined weight of the aggregate (including mineral filler) and PMCQS-1h slurry emulsion used in the micro surfacing mixture, and include full compensation for furnishing all labor, materials including tools, equipment, and incidentals, and for doing all the work involved in placing micro surfacing, complete in place, including crack sealing, testing for and furnishing mix design, cleaning the surface, furnishing added water and set -control additives, and protecting the micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. The weight of added water and set -control additives used in the micro surfacing mixture will not be included in the weight of the micro surfacing to be paid for. 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. The LUMP SUM price paid for "STREET SWEEPING" shall include all costs associated with final cleanup and all labor, equi�ment, sweeping, tools and incidentals needed to complete the work associated with 3rd, 7`", 14'p, 21 sand 301" day sweeping. F 30 The LUMP SUM price paid for "SIDEWALK AND DRIVEWAY SWEEPING" shall include all costs associated with final cleanup and all labor, equipment, sweeping, tools and incidentals needed to complete the work associated with 3rd, 7`h, 14th, 21' and 30th day sweeping. F2-9 SLURRY SEAL F2.9.1 SCOPE The work consists of constructing a Type II slurry seal. The Type II emulsion -aggregate slurry seal constructed in accordance with Section 203-5 and 302-4 and as modified herein. F2-9.2 MATERIALS The materials for slurry seal immediately prior to mixing shall conform to the following requirements: Aggregate – Aggregate shall conform to 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 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 PMCQS1 h and shall conform to the following requirements:Type Grade PMCQSI h 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 F31 Ductility, 25°C, mm 400 — AASHTO Designation: T 51 homogeneous and does not 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. COMPONENT MATERIALS SPECIFICATION LIMITS Carbon Black Carbon Black shall be added at 1.3 to 2.0% of the finished emulsion At the time of delivery of each shipment of asphalt, the vendor supplying the material will 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 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. F2-9.2.1 Carbon Black Carbon black solution shall be non-ionic in charge and liquid in form. The carbon black shall be compatible with the emulsion system, 'polymers and additives being used and conform to the requirements indicated in Table 1-25 and ASTM D1511. F 32 TABLE 1-25 Specification Tolerances Total Solids 40-44 % Black by The Weight 35-37 Type Black Medium Furnace Color Type Dispersing Non-ionic F2-9.3 CONSTRUCTION F2-9.3.1 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. 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 F2-2 of this project manual including all traffic control and notice requirements. F2-9.3.2 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 man, 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 F 33 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. 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. The applied slurry seal shall be rolled with a minimum of three passes with a pneumatic roller prior to opening to traffic. 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. F 34 F2-9.3.3 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 and/or vacuum sweeper the day of application. Interim sweeping using a power sweeper and/or vacuum sweeper shall be accomplished as more loose material appears. As a minimum, interim sweeping shall be accomplished on the 3rd 7`", 14`" and 21" day after slurry sealing. A final post construction sweeping of all the slurry seal streets shall be performed 30 days after completion of all of the slurry sealing. The entire street surface, including sidewalks and driveways, 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. 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. The CONTRACTOR shall complete any sweeping or street maintenance within 24 hours of request from the CITY. 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. F2-9.3.4 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. F2-9.4 MEASUREMENT & PAYMENT Slurry Seal will be measured and paid for at the contract unit Ton (TN). TN is calculated as an extra long ton of slurry made up of 2,000 pounds of dry aggregate plus asphalt emulsion. The unit price paid per TN includes all costs associated with surface preparation, including crack sealing, furnishing and placing materials required for the Type II Emulsion -Aggregate Slurry, all labor, equipment, tools and incidentals needed to complete the work in place per plans, specifications and details. The LUMP SUM price paid for "STREET SWEEPING" shall include all costs associated with final cleanup and all labor, equipment, sweeping, tools and incidentals needed to complete the work associated with 3rd 7"o 14`", 21s` and 301" day sweeping. The LUMP SUM price paid for "SIDEWALKS AND DRIVEWAY SWEEPING" shall include all costs associated with final cleanup and all labor, equipment, sweeping, tools and incidentals needed to complete the work associated with 3rd 7th 14'", 21" and 30th day sweeping. F2-10 ASPHALT EMULSION SEALER (SEAL COAT) The work covered by this specification includes the design, testing, and quality control required for the proper production of an Asphalt Seal coat product and all materials, equipment F 35 and workmanship required for the application of an Asphalt Seal coat to an existing asphalt concrete pavement where shown on the plans, as indicated in these specifications, and as directed by the Engineer. Asphalt seal coats under this specification shall be manufactured by blending asphalt emulsions, water, and various admixtures in a central plant capable of producing a minimum of 750 gals per hour of finished product. Additives shall be measured by electronic or mechanical controls that consistently add all additives as required by these specifications. Blending the additives with the base asphalt emulsion shall be by mechanical means to provide a uniform mixture. Asphalt Seal coat shall be stored in a tank equipped with power driven mixing or agitation equipment capable of keeping the Asphalt Seal coat thoroughly and uniformly mixed. The stored material shall be protected from freezing in cold weather conditions. F2-10.1 MATERIALS The materials for asphalt seal coat shall conform to section 203-9 of the SSPWC. Seal coat materials may be Poly-Kote Sealer TA -1000 by Tri -American, OverKote by Reed & Graham, Guardtop by Western Emulsions, or approved equal. No materials containing coal tar will be allowed. F2-10.1.1 Emulsion Asphaltic Emulsion shall be SS1h, base asphalt pen value 40_60, conforming to the requirements in Section 94, "Asphaltic Emulsions" of the July 2006 Caltrans Standard Specifications, with the exception of the penetration on residue from distillation which will conform to a value of 20 to 60, or Clay stabilized emulsion, with a base asphalt pen value 40_60, a pH not greater than 7.0, and a solids content not less than 45%. The properties of the SS1 h shall be determined in accordance with ASTM Test Method D-244. Water shall be potable and of such quality that the asphalt will not separate from the SS1h before the seal coat is in place in the work. Mineral Aggregate components shall be 98% passing the #18 mesh sieve. These components shall be a natural or manufactured material consisting of clean, hard, durable, uncoated particles free of lumps of clay, glass, or vegetable matter or other deleterious substances. The properties of the Mineral Aggregate components shall be determined in accordance with ASTM Test Method C-136. F2-10.2 CONSTRUCTION F2-10.2.1 Surface Preparation The surface to receive Asphalt Seal coat must be free of all foreign material and dry immediately prior to seal coat application. Cleaning may be by air blowing, vacuum, mechanical sweeper, washing, or other techniques as approved by the Engineer. If washing the existing surface is used, the surface shall not have any standing water prior to application of the seal F 36 coat. Salt, deicing agents, fertilizers, hard water deposits, oil spots and other such chemicals require extraordinary cleaning measures. Cracks in excess of 3/32 of an inch, but less than one inch width must be sealed prior to application of the sealcoat. Cracks shall be sealed as specified in the technical specifications. Cracks wider than one inch shall be filled with 3/8 inch or sheet mix. The properties of the crack filler shall be compatible with the Asphalt Seal coat. Prior to application of seal coat, deposits of grease or oil shall be cleaned by scraping, burning, and/or the use of approved detergents in order to promote adhesion of the seal coat. After cleaning the areas as described above, the areas shall be sealed with an oilseal. Oilseal shall be a quick drying latex emulsion with suitable additives manufactured specifically for the purpose of isolating the Asphalt Seal coat from any residual oils, petroleum grease, and gasoline stained pavement. The properties of the Oilseal shall be compatible with the Asphalt Seal coat. In areas where the foreign oil or grease has penetrated the asphalt concrete such that cleaning as described above is not effective, the affected areas shall be removed to the depth necessary but not less than 3/4 inch. The removed asphalt concrete shall be replaced with new asphalt concrete. On excessively weathered surfaces or areas such that cleaning operations leave a film of dust, a tack coat of SS1h conforming to Section 94 of the Standard Specifications shall be applied. The tack coat shall consist of One (1) part SS1h with Four (4) parts water or Two (2) parts Asphalt Seal coat with One (1) part water applied at a rate of 0.05 to 0.10 gal/sq yd. The tack coat must be dry prior to application of the Asphalt Seal coat. All pavement repairs shall be completed prior to the application of the seal coat. Asphalt Seal coat shall not be placed on new asphalt concrete until after a 30 day minimum cure period or as directed by the Engineer. F2-10.2.2 Application Application of the Asphalt Seal coat shall be by mechanical means using rubber faced squeegees, brooms, spray bars, or combinations of these or other techniques approved by the Manufacturer and by the Engineer. The Asphalt Seal coat being applied shall be uniform and free flowing, free of lumps and other inconsistencies. Potable water may be added as necessary as per manufacturer's recommendation, for consistency and spread ability but shall not exceed 15% by volume or as directed by Engineer. If, after the addition of the maximum allowable water volume the seal coat is still unsuitable, the material shall be rejected and removed from the site. Asphalt Seal coats shall consist of two application coats of material. The seal coat must be thoroughly dry prior to application of the second or subsequent coats. Application of Asphalt Seal coat in ambient temperatures in excess of 80 degrees Fahrenheit require pretreatment of the asphalt concrete surface with a water mist. The water must not be ponded, but the surface should be damp prior to seal coat application. This treatment shall also F 37 be used for application on porous surfaces where the water within the seal coat may be absorbed too quickly by the existing pavement surface. Asphalt Seal coat shall be applied uniformly over the prescribed area in continuous parallel lines in a manner so that no ridges or missed areas shall exist. Application rates will vary depending on the texture of the existing asphalt surface receiving seal coat with rough textured pavement surfaces requiring more seal coat than smooth surfaces. The following application rates are guidelines only. Asphalt seal coat minimum application rates shall be 30 gallons per 1,000 square feet. The first coat of the Asphalt Seal coat to be placed shall contain the addition of #30 mesh sand with additional binder. The addition of sand shall not exceed 3 pounds per gallon without approval of the Engineer. Additional binder shall consist of 1110 gallon of SS1 h or 1-3% Liquid Latex binder per gallon of undiluted Asphalt Seal coat or as directed by engineer. The properties of the sand shall be determined in accordance with ASTM testing methods. The properties of the Liquid Latex shall be such as to be compatible with seal coat product. Asphalt Seal coat shall not be applied when the ambient temperature is less than 60 degrees F or the surface temperature is less than 55 degrees F. Seal coat shall not be applied within 24 hours immediately prior to rain, freezing temperatures, during rain, or when the surface contains ponded water. F2-10.2.3 Miscellaneous Traffic shall not be allowed on the Asphalt Seal coat until the seal coat is thoroughly cured which in warm weather conditions is approximately 24 hours. Minor scuffing or power steering marks may occur on a newly applied surface in warm weather. Irrigation watering should be kept off for at least 24 hours after the application of Asphalt Seal coat. A tack coat is required when using Asphalt Emulsion based seal coat over pavements previously treated with Coal Tar. Striping for parking and traffic flow should be done only after the seal coat has thoroughly dried. F2-10.3 Payment Seal coat will be measured by the square foot of application area. The contract price paid per square foot for seal coat shall include full compensation for furnishing all labor, materials, tools, equipment, chemicals, and incidentals, and for doing all the work involved in constructing the seal coat, complete in place, including testing and certificates of compliance, cleaning the surface, furnishing added water, and additives. F 38 F2-11 LOWERING AND ADJUSTING OF UTILITY COVERS F2-11.1 SCOPE Utility covers shall be adjusted to finish grade including manhole frames and grates; water valves; survey monument covers; monitoring well covers; miscellaneous utility boxes and water meter boxes. On roadways to be milled, facilities shall be lowered prior to cold planing and adjusted to finish grade after completion of the resurfacing work. Adjusting water valves shall include water valve cover, valve box, and eight (8) inch riser. F2-11.2 CONSTRUCTION The CONTRACTOR shall mark, as approved by the Engineer, and completely protect with heavy plastic or other suitable material, as approved by the Engineer, all utility covers or other items which are visible on the surface and will be covered by his operations. This shall be completed prior to the start of that operation, and approved by the Engineer. All utility covers on streets to be milled shall be lowered prior to milling and patched flush with the adjacent roadway. See Cold Planing for additional information. For all sewer manhole covers from the Sanitation District, the CONTRACTOR shall coordinate with Saul Soto at the Sanitation District of Los Angeles County for inspection at (661) 713-6012 48 hours prior to lowering the manhole covers, and shall ensure that the pick hole is clear of all asphaltic or fabric materials immediately after each stage of work, thus enabling the Sanitation Department to identify where any sewer system back-up might be by the visible presence of effluent. All utility covers shall be raised to grade after construction of the final resurfacing materials. The length of time between paving and the raising of any given cover shall not exceed seven (7) days. Care shall be taken to keep frames and covers clean. All existing water valve boxes with a concrete collar are to be replaced with a new traffic rated box and cover such as an Christy G3 or equal. The new survey monument covers shall be Alhambra Frame, Plate No. A -2925-F and cover, Plate A -2925-C marked Survey Monument. Any materials that have adhered to the frames and covers whether fresh or existing shall be removed. The concrete around the manholes, survey monuments and water valves shall be left 1-112" lower than the adjacent pavement. The surface shall be tack coated with 0.10 gallons per square yard and paved with Type D-2 asphalt concrete. Immediately after placement, the surface shall be sand sealed. Concrete around manholes, survey monuments, and other utility covers with collars shall not be left exposed before final paving. Concrete around manholes survey monuments, and other utility covers with collars shall be placed a minimum of 5 hours prior to opening to traffic. Concrete around manholes, survey monuments, and other utility covers with collars shall meet the following requirements: F 39 Compressive Strength: 4000 psi @ 3 days, The CONTRACTOR must place hot mix asphalt the same work day the manholes, survey monuments, and other utility covers with collars are adjusted or place, clean and sweep cold mix asphalt the same work day manholes are adjusted, and maintain the cold mix asphalt until final paving. Road shall be completely open to traffic with cones and delineators around adjusted manholes and utility covers removed at the end of the work day on days utility covers are adjusted. Final paving shall be completed within 24 to 48 hours after placement of concrete collars around adjusted facilities. At the location of the monitoring wells to be overlaid, the location of the wells shall be marked on the curbs. A site sketch shall be provided to the city indicating the location and distances of the monitoring wells relative to the curb markings 5 working days prior to paving. F2-11.3 MEASUREMENT AND PAYMENT Measurement and payment for lowering utility covers prior to cold planing will be made at the contract unit price per each per type of cover. Measurement and payment for adjusting utility covers to finish grade will be made at the contract unit price per each per type of cover. The above unit prices include any costs incurred for keeping the sewer manhole cover pick holes clear and no further payment will be made for these items. The above contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, inventory of manholes, survey monuments and utility covers, coordination and incidentals for adjusting utility covers in accordance with the Contract Documents. The cost of providing the location plans of overlaid monitoring wells shall be included in the digout costs and no additional compensation shall be allowed therefore. The cost of raising water valves in slip cans with no existing concrete collar will be included in the cost of the paving operation and no additional compensation will be allowed. 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. 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 lowering and adjusting utility covers and valves. F2-12 TRAFFIC STRIPING, MARKINGS & SIGNS F2-12.1 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. F2-12.2 MATERIALS Traffic striping & marking materials shall be per the provisions of Section 210-1 and 214 of the Caltrans Standard Specifications Latest Edition. F 40 F2-72.3 CONSTRUCTION Traffic striping and pavement markings shall be replaced within the limit of pavement rehabilitation and if necessary carried 50 feet into the cross street on to pavement that's not being replaced. Methods of application of traffic striping, curb and pavement markings, and pavement markers shall conform to Section 314 of the Caltrans Standard Specifications Latest Edition. Traffic striping and pavement markings that are shown on the plans are shown / designated per Caltrans Standard Plans. The Contractor shall be responsible for verifying the proposed striping plan with the Engineer and establish dimensions for lane widths and all other features existing or shown on the plans prior to removing, obliterating, covering any existing striping, or starting work on the affected street. For crosswalks, the CONTRACTOR shall mark on the curb face a point, showing where the extension of the crosswalk intersects. This will ensure that the crosswalk alignment will be installed the same way before it was removed. The verified and dimensioned striping 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. Remove all temporary traffic markers 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. F2-12.4 MEASUREMENT AND PAYMENT The unit prices for traffic striping 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 F41 all incidentals necessary to complete the work 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 associated with Striping Details that are measured by the linear foot. Payment of "Bicycle Group Legend" will be paid for by the each and will include the 'Bike Lane Symbol" and `Bike Lane Arrow". Measurement and Payment for "White I Yellow Continental Crosswalk" shall include all stripes as indicated in the City Detail. Remove and replace post and sign shall be included in the incidentals F 42 APPENDIX "A" CONSTRUCTION MATERIALS RECYCLING PLAN (MWIVIP) RECYCLING PLAN 2016-17 Annual Slurry Seal Project Bid No. ENG-16-17-M0115SS Project No. M0115 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. Inerts (concrete, sand, dirt, clean fill, rock, gravel, etc.) Contact Information Material Recycle? Reuse? Whatpercentage? s ima e quantity (in tons) Recycling Method/Franchised Hauler C&D Admin. Fee: (Acct -100-4571.023) $67.03 Total Amount Due: Total Other Construction and Demolition Materials (wood, metal, drywall, carpet, etc.) Material Recycle? Reuse? What percentage? Estimated quantity (in tons) Recycling Method/Franchised Hauler C&D Admin. Fee: (Acct -100-4571.023) $67.03 Total Amount Due: Total On June 28, 2005, the City Council passed a Construction and Demolition (C&D) Ordinance (05-09) requiring all new construction projects valued over $500,000 and all tenant improvements valued over $100,000 to recycle a minimum of 50% of all inert materials and 50% of all other materials. There is a deposit reauired which is calculated at 3% of the City's valuation or $25,000 whichever is less. It is the responsibility of the applicant to ensure that the recycling requirements are met by working closely with the chosen waste hauler(s). Please make sure you keep records from your waste hauler(s) or weight tickets from the C&D recycling center/landfill so the City can confirm your recycling efforts. These records will be necessary to prove your recycling tonnages and will be required in order to have your deposit returned at the end of your project. Please note that deposits will take up to three weeks to be refunded. By initialing here, you are certifying that you have read and understand this requirement: Information Zip Cash - Check - CC - LOC CITY STAFF USE ONLY C&DMMP Approved JI Deposst Accepted ❑ Plans Stamped Valuation: Deposit: (Acct -102-2013.002) C&D Admin. Fee: (Acct -100-4571.023) $67.03 Total Amount Due: 'J Disoosine of the Materials Generated From Your Project Temoorar y Bin and Roll -Off Box Beginning 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 will need to use one of the franchised haulers below. The following is a list of franchised haulers: AN Equipment Rental (661) 259-2155 Blue Barrel/Waste Management (661) 259-2398 Bmrtec Waste Industries (661) 222-2249 Consolidated Disposal Services (800) 950-0005 Crown Disposal Co., Inc. (818).767-0675 Rent -A -Bin (661) 252-4941 24933 San Fernando Road, Santa Clarks, 25772 Springbrook Avenue, Santa Clarita 26000 Springbrook Avenue, Suite 101, Santa Clarita 12949 Telegraph Rd., Santa Fe Springs P.O. Box 1081, Sun Valley 20830 Santa Clara Street, Santa Clarita 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 that subcontract service shall ensure all subcontractors are either using a City franchised hauler or are eligible to self -haul. APPENDIX "B" LABOR COMPLIANCE PROGRAM CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM Effective Date of Approval: November 20, 2003 Updated: January 24, 2012 LA 4135134 v2 -t 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 • 1 st 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 v2 INTRODUCTION The City of Santa Clarita (the "City") institutes this Labor Compliance Program ("LCP") for the purpose of identifyine and implementing 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 Califomia 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 Page Introduction 1. 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 11. 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 Occurredl0 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 ofNWCP..........................................................................13 C. Settlement Authority..................................................................... 14 VHI. 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 ComplianceProgram....................................................................16 X. Annual Reports.........................................................................................16 A. Annual Report on Prevailing Wage Monitoring to the City Council........................................................................ 16 ATTACHMENTS A. Checklist of Labor Law Requirements for Review at JobStart 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, S 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 1 (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. Types of Contracts to Which Prevailing Wage Requirements Apnly Applicable projects under Labor Code Section 1720 et seq. B. AAvolicable 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 H 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(8)); 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 seq.); 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). IAF r 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. Apprentices 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 joumeypersons. 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 ofjourneyperson 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 joumeypersons 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 famish 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. Complaints 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 Payroll 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 Comnlv with Prevailing Wade 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 Payroll 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 Pay 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 Body 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 Payroll Records are Delinauent 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(8) 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 "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. 1A 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 '/2 times the rate of pay. D. Forfeitures Requiring Approval 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; 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. 5. 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 Policy 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 NC WP 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 S 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 fust -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. 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. Settlement Authority 1. 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. 2. 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. 4. 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: I. 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 I 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. M 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); 3. 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(8)); 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 Emnlovment 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. Listine 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. Prover 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). RM7 Name of person signing and company is ATTACHMENT B CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE LABOR COMPLIANCE PROGRAM (For Use with Title 8 CCR Section 16432 Audits) •Public Works Investigation Worksheet •Public Works Audit Worksheet •Prevailing Wage Determination Summary 19 ■ i L _ OF". OF INDUSTRIAL RELATIONS -DIVISION OF LABOR STANDARDS ENFORCEMENT PUBLIC WORKS STM wo*w OT Mum wow Page Fb. — -, s .® ®®®^©®®® _ ■� iiii�ii���s��'�i•��®� �Oiiiiiii���i•��� ®� � i iii•iiiii����=����i iii•iiiii���������i • iiiiiiiii����������� ����r���i � ■�iiiiiiiii iiiiiii ii���i��i■��i�� ■iiiiiii �i�iii� �_��� �i � � � ����_ I■� ���� �_���Ca■ri����_®iii WIN��=��_�__�_� STM wo*w OT Mum wow Page Fb. — N WBUC WORKS AUDIT WORKSHEET TOTAL ASIDUNT WIVOWING FIAPLOYER/FIRM OENJIY OFFICE WAGES ME AND OWING ADDRESS CfiY TRAMSCEIBER PENALTlm DUE ANO OWING MOACT AWAROINGBOOY MME AUDIT NUMRER/CfSE NUMSER T NRaG FUND DUE/OWING EMPLOYEE CU SI Tlm MIDI) WORKED HOOKS WORKED ST. DT. D,T. OTHER WAGES PARI TOTAL WAGES PAID PREVAILNG WAGE REQURIENENTS 'OTHER TOTAL WARES AMOUNT OWING AND UNPAID PENALTIES NOA PENALTIES NO. 2 MNG. FLLVD TOTAL AMOUNT DILE TM ftU kv emrw rspeferrt Hn emewls fpSefi upon Ea ola tng Laber Code 17 75 and 1819 penalties. 1B15�Par 1TI5 PDW Paf 6M summery N Ummq WAGE DETERMINATION INFORMATION "3 ATTACHMENT C Labor Compliance Program Regulations (referred to as Appendix D) REQUEST FOR APPROVAL OF FORFEITURE -- Sueeested format 1. 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 oflssues. 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 ofhow 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 Attachments 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 DMSION OF LABOR STANDARDS ENFORCEMENT. M ATTACHMENT D-1 [Name and Contact Information for person issuing Notice] Work performed in County of: Date: Case or Contract No.: NOTICE OF TEMPORARY WITHHOLDING OF CONTRACT PAYMENTS DUE TO DELINQUENT OR INADEQUATE PAYROLL RECORDS (8 CCR §16435) Awarding Body: Work performed in County of: Project Name and Number (if any): Prime Contractor: Subcontractor: 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 specifiedpayroll 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 withheldpursuant 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. d ATTACHMENT D-2 Labor Compliance Program (SEAL) Phone: Fax: Date: In Reply Refer to case No - Notice of Withholding of Contract Payments Awarding Eady ❑ Work PeBormed in County of Project Name ❑ Pmject No. Fn me Con Vector Subconlraclor 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 By: 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 neat page) W, 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 eared, at the conclusion of all administrative and judicial review to the persons and entities who are found to be entitled to such fiords. 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 fiords 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: 1n Reply Refer to Case Na: 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 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. 32 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 N Fax No.: 34 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 CCB §164341 Awarding Body: Project Name: Name of Apprmed Labor Compliant Program: Bid .9dvenisement Date: Accoppuwe Date: Noficc of Completion Recordalion Date: Saromary of Labor Comolim" Activities 1. Contract Docmnents Containing prevailing Wage RequiremoM.s ade tify) 2. Projob Conferences) — Attach list(s) of attendees and dates 3. Notificalioa to Reject Workers of Labor Compliance Program's Contact Pcrson. (Explain Manner of Notification for cub project work site.) 4. Ccn'ified PayrollRecord Review a. CPRS Received From: ContractodSubcontraetor For weeks umdinat"w'e'1 through We 36 b. Classifications identified in CPRS and applicable Prevailing Wage Detemvnatiom Classification lktonnins tion Na. S. or audit due to CPR reaiew, information or complaint from worker or other interested person, or odwr reason: a. JndWondmt Confimtation of CPR Acta Worker lntemewa Reconciled CPRSwith Pay- ContractoVSuUtnracinr (YestNo) clwckm or Stubs(YONo) b. Fanployer Paymome(Hoalth&Welfmte Pension, VacadnNSlogday) Confirmation Recipients of Wnucn continuation Contractor/Sabcomractor Emolover Pavmenn obtained (yes No) C. Contributions to Califouna Apprenticeship Council or Other Approved Approndceship Program Recipients of Written confirmation ContractoriSSubconlractor Contribulions Obtainod (Yas(Nn) 37 d. Additional Wage Payments or Training Fund Contributions Resulting from Review of CPR* Additional amounts Additional Expla- Contracton`Subeontractor Paid to Woii:ers Training Fund nation r ° Use separate page($) for explanation 6. Complaints Received Alleging Noncompilana with Prevailing Wage Requirements. Name of Resolution or COmnlainant Date Received Concur Stalus r • •Use separate pagu(s) to explain resolution or cunem sums �. Regw,Sts fur Approvalof Forfoittae tuLalxx Commissioner ContractorlSubaontractor Date of Request Appramp&Moditied/Denied B. litigation Peraling t'nder IAbor Code Saban I74Z ConttacwrlSubcontractor DIR Case Number 9. (Check one): Yinal report this project Annual report Itis project Authorind Representative for Labor Compliance Program M 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. M Section IV CITY OF SANTA CLARITA LABOR COMPLIANCE PROGRAM OFFICE Operational Manual 41 SECTION IV OPERATION MANUAL Site Visitations Representatives of the Labor Comoliance Proeram shall conduct in-person inspections at the site or sites at which the contract for public work is being performed ("On -Site Visits"). On -Site Visits may he undertaken randomly or as deemed necessary by the Labor Compliance Program, but shall be undertaken during each week that workers are present at sites at which the contract for public work is beine performed. All On -Site Visits shall include visual iuspection of (1) the copy of the determinations of the Director of Industrial Relations of the prevailing wage rate of per diem wages required to be nosted at each gob site in compliance with Labor Code Section 1773.2, and (2) the Notice of Labor Compliance Program Approval required to be posted at the gob site in accordance with Section 16429 of the of the California Code of Regulations, listing a telephone number to call for inquiries, auestions, or assistance with regard to the Labor Compliance Program. On -Site Visits may include other activities deemed necessary by the Labor Compliance Program to independently corroborate nrevailine 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 Interviewine 1. Once you have checked in with the site superintendent and obtain access to the site, try to locate tradesperson 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 tradesperson 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 tradesperson 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 I' to 101'. 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 thereto 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 orjob 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. Renortina 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 :, SECTION V PROCEDURES Certified Payroll Verification Procedures 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 Procedures 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 M PUBLIC WORKS CONTRACT AWARD INFORMATION Contract award infcrmatien must be sent to your AppredicesNp Committee If you are approved to train. M you are not approved to train, you must send 00 Infom bon (which may be this form) to ALL applicable Apprenticeship Court ees in your craft or Made In Me area of the site of the public work, Go to: http'.Owww dir.m.gov/das/PublicMrksFom&htrr for information about programs in your area and trade. You may also consult your local LWisnn of Apprenticeship Standards (DAS) officew hose lelephone number may be found in your local directory Under CaiHorr4a, State of, Industrial Relations, Division of Apprenticeship Standards. Do not send this form to the Division of Apprenticeship Standards. NV Cf'(CUFC3WMV Myaly,3 A[4(� Nt}ra'�£BrR�'1, fay ha"W AREA Yi 6°aE➢h�f IE WX A ACDWS1 OrFM In~ PROCOT N7 YCA IMtTAAti rxMFD LTTE JF DFIK -0OR. r)N 7.77G`rR0.k':. IWvT A 4XY ii'.Y RJMW ATNfr4WARIJIM1 f.p.T rmu%rp MIIR' er'Y ;77w 7 �.1Y^Aifri•F alil!'lll(E I K`WORN ;31!1 $EN I to IrWAE 6 AVCIa.N CF XAmaNTK� FWvpXzll [jt IM.Ai EUNUMft&QF A4VAEN7 1,� M60 OFi!14'B+%It ON':li `U!2 FNt.TYu This is not a request for dispatch of apprentices. Contractors must make Or separate request for actual dispatch, in accordance with Section 230.1(a) California Code of Regukfforia Check One Of The Boxes Below 1. ❑ We are already approved to train apprentices by the Apprenticeship Committee. We will employ and train under their Standards. enter name or the committee 2. ❑ We will comply with the standards of Apprenticeship Committee for the duration of this job only Enter name of the Committee 3. ❑ 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. Si2nalum Date Tifle State of Cat lifornla -Department of Industrial Relations DIVISION OF APPRENTICESHIP STANDARDS 47 Department of Industrial Relations P.O. Bo 420603 San Francisco, CA 94142 Please use a separate form foreach 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 au Code CITY OF SANTA CLARITA CONTRACTOR FRINGE BENEFIT STATEMENT 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: Health & $ PAID TO: Name: Welfare I Address: assification: (Effective Date: Health & $ PAID TO: Name Welfare Address a)_ Pension $ PAID TO: Name: (5_ Pension $ PAID TO: Name: LU z Address: w z Vacation/ $ PAID TO: Name: Co mVacation/ $ PAID TO: Name: LU Vacation/ $ PAID TO: Name: Ld Holiday Training $ PAID TO: Name: Address: LU Holiday Address: Address: (7 Training $ PAID TO: Name: z Training $ PAID TO: Name: W and/or Other Address: assification: (Effective Date: Health & $ PAID TO: Name Welfare Address a)_ Pension $ PAID TO: Name: U. PAID TO: Name: LL w Address: Lu z w Vacation/ $ PAID TO: Name: Co mVacation/ $ PAID TO: Name: Address: Lu Ld Holiday Training $ PAID TO: Name: Address: LL _ And/or Other Address: z Training $ PAID TO: Name: LL And/or Other Address: asst ication: Effective Date: Health & $_ _ PAID TO: Name: Welfare Address: ence or Travel Pay: ence or Travel Pay: Supplemental statements must be submitted during the progress of work should a change in rate of any of the classifications be made M Pension $ PAID TO: Name: LL w Address: z w Vacation/ $ PAID TO: Name: Co Holiday Address: Lu 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 M oduetlonc. Contributions and Pavarards I k4at Wages Paid for Week: heck Federal Tax CITY OF SANTA CLARITA PUBLIC WORKS WEEKLY CERTIFIED PAYROLL REPORTING FORM Name of Contractor: ABC Lighting Company Business Address: 123 Main Street Santa Clarita Ca 92222 Contractors License#: 00-111-2222 or Subcontractor: Worker's Compensation Policy# 99-888-77 Pension Hours Nbrksd Each Day S=Straight Time a=Overtime SDI =Shale Disability lnaarenoe Dues Days 0a10 -other="olherdedudims,conldbu"ansanworwymentsv.4eNerornot includedor Other' Total Deductions reWimd by prevailing wage dehermnahians must be separately listed Employee's Name, Address and wi iing Work M T W l F 5 3 Social Security Number exempfione Classification Total H of Pay toss Amount Earned 8 8 5 his Protect[ 184.00 S-4 Fixture CleanerIS It John Smith II Projects: 725.00 444 5" Avenue Santa Clarita CA 92111 educdons,Contributionl46dPaymbptk liminwagesPalator eK 8 3 hock I Federal FICA Slal 801 ali Ith 8 si r Int and Dues TmveV Savklg5 Other• Total Tat see sec fids are Admin Deductions 0 14. 129 15.37 444-55-6666 his Project: 480-00 TM Total Hours Rate of Pav s Amount EarnedJuan Gomez M-3 Esau CI eAn 12 fla 1212 Main Street II Projects: 936.00 Santa Clarita, CA 95555 Debut nVlbutlons and Payments at Wages Paid for Week: neck hal ICA Skis SDI vacegan N a Persian Training FW Dues TreveV Savdl9s ONm" 7ata1 T SoI Sec Tax ollde "Kam Admin Deductions 29.00 36.72 1.34 3.36 70.42 555-66-9999 IMI TIWITHI F1 S1 S I ITotal Hours I Rate of Pav 13ross Amount Earned oduetlonc. Contributions and Pavarards I k4at Wages Paid for Week: heck Federal Tax FICA Stale Soc Sec Tax SDI vacation Holida Healih & Welfare Pension Training Funtl Admin Dues Travel/ Setirgs Other' Total Deductions I, Mary Jones the undersigned, am Payroll Clerk with the authority to act for and on behalf of ABC Lighting , certify under (Name— print) (position of business) (name of business and/or contractor) penalty of perjury that the records or copies thereof submitted and consisting of 1 are the originals or true, full, and correct copies of the originals (description, no. of pages) which depict the payroll record(s) of the actual disbursements by way of cash, check, or whatever farm to the individual or individuals named. Date: 6130100 Signature: Page I f 1 California (Reduced by City of Saha CII dRoepadmnnl nnaDadat PUBLIC WORKS PAYROLL REPORTING FORM Paea FYtlNnt OR SUBCONTRACTOR SPECIALTY LICENSE P )PAYROLL NO- FMl WE0M EN0W0 SELF-INSURED CERTIFICATE WORKERSCOMPENSATION POLICY PROJECT OR CONTRACT NO. PROJECT AND LOCATION (f) NAME ADDRESS AND SOCIALNUMBER OF EMPLOYEE (m MH) E O O XCASSAA L EI o D MI F P Val N TII H G oI H NI e TOTAL HOURS HOURLY OF V FPAY ( GROSS AMOUNT EARNED e DEDUCTIONS, CONTRIBUTIONS AND PAYMENTS (9) IJI CBS PAIDPOR AICEOA WEER CHECK No, M r w Tx F s s m� nou. werk.e uU Cor I I s iM3 ROJECT ALL PA OJECi6 Sao TAX FKA RGC SECT STATE aGl NSION D AN THE I 1 ( s 'KUJLCT ALL PROJECTS red MA PCC SEq S141601THIS alE TAX s VAST HOL MUSTU ASSET g H G WORKS pjNO w WANG{ me 1 jTRAINING I 1 THIS PROJECT ALL PROJECTS TAX I Sect SDI NS ° MAI WE I Date &AMMUS OrHEA' rnAtL (PROJECT I I 1 I 6 Yms Att PROJECTS ren HAS FRAsomem ROCSI TAX HOL SUBMIT xM MAMNG FUND 01 TRVI SHIPSP SAVINGSOTHER" Torp DEUCTIONSMISSSPUN Form A 1431(Nawae0l s=Status Theo 'OTHER- Any other deductions, conbAMons andlar payment Yfie or not included or required by prevailing CERTIFICATION must be completed (Born lex bxxnI Sc M MUST o=overtone mile determinations must be sepvalely listed. Use extra sheet if necessary SDI - SAM DSabsay Iawmnu 1, .Ihe undersigned, am SPUR the augtonty to ad for and on iRhalf of , (Name - Min) (position win business) (name of bUdee9a a"" CWVB Gty candy under penalty of perjury Nal Ne recoNs or copies themed submitted and consarnsg of are Ilse onginals or bus, full and Coned Copies of Ne odgteals JBI deed the payors (description, rw. ofpagas) records) of to actual dsdLmOnnmS by way ofcash. dreck, orwfidever form to the Individual or irldviduals named. Date: Signature: A public enlitymay require a more said andfor more extemlve lorm of carni cation, 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: k 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) 7034774. LOCALITY: All localities within Contra Costa County Emolyyer Payments Stmieht-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Hours Total Daily Saturday. Sunday (JOURNEYPERSON) Hourly and Holiday Hourly and Rate Welfare Rate 11/2X I1/2X Holiday ENGINEERING CONSTRUCTION Carpenter (Heavy and Highway work) $25.25 2.30 1.01 2.72 b .30 8 31.58 44.205 44205 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 32,08 455 44.955 57.83 Pile Driver 25.38 2.30 1.01 2.72 b 30 8 31.71 44.40 44.40 57.09 Diver, Wet (up to 50 IL depth)cd 55.76 2,30 1.01 2.72 b .30 8 62.09 $9. 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 2.301,01 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 pat r w k perfo ed fter thi dat as bee lemrin . If rk will extend past this date, the new rete must be paid and should be incorporated in contracts entered into ow. Conta t th ivision of r Slatisti and R h for specific rates at (415)703-4774. LOCALITY: All localities within Santa Clarita County BUILDING CONSTRUCTION Carpenter $23.40 2.30 1. 2. 7 .30 8 29,18 40.88 40.88 52.58 Light Commercial 18.72 0 1.0 2.1 b 8 24,50 33.86 33.86 4322 DETERMINATION: SD -31-7 - -2000-1 ISSUE DATE: BRI 22, 20 EXPIRATION DAT F D R ATIO : Ma 000* ti superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Sis istics csemch 5) 7 34774 a fes after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localwith Clan C unty. - Employer Payments Straieht-Time Overtime Hourly Rate Classification Health Pension Vacation/ Training Hours Total Daily Saturday a Sunday (Joumeyperson) ourly and Holiday Hourly and Rate Welfare Rate 11/2X 11/2X Holiday Terrazzo Installer $29.55 2.30 1.01 1.72 b - 8 34.58 49.355 49.355 64.13 Terrazzo Finisher 23.05 2.30 1.01 1.72 6 - 8 28.08 39,605 39.605 51.13 M Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.. 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. a 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 hU://www.dir.ca.2ov/DLSRPWD. 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: DATE_ SITIO: FECHA: PROJECT CONTRACT#: CONTRACTOI 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: $ Salado Horario OBSERVATIONS: Site Inspector:_ Project Superinten Total number of workers observed on the Type of work Type of workers observed: Was the worker believable? Yes No Interior / Exterior (circle) Telephone Telephone Did the superintendent or foreman accompany you on the site? Yes No Explain additional information received from the worker: Interview Conducted by: SITE VISITATION LOG SITE VISIT PRIME SUB EMPLOYEE NAME SOCIAL POSITION TITLE TASK PAY OMPLIANT! LABOR COMPLIANCE DATE I CONTRACTOR CONTRACTOR SECURITY# PERFORMED AT RATE NON OFFICE COMMENTS INTERVIEW COMPLIANT CITY OF SANTA CLARITA July 21, 2000 Mr. John Doe ACME Painting 13414 Labor Street Los Angeles, CA 90605 Dear Mr. Doe: Certified Mail Sump/e Pre A. ward L e : er 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 FlooringJane Doe ACME 8320 Camino Santa Fe Sarnp/e Santa Clarita, CA 92121 Post Award Letter 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 sX�, -e-_,gc�efst� for Cer�ti� [�ed PatVr�o-!/_s 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: 5. 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 signatures 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 weekly 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. 9. Either the Public Works Payroll Reporting Form (Form A-1-131) or the City of Santa Clarita reporting form must be used. D D _ �` {21 CITY OF SANTA CLARITA March 1, 2000 Certified Mail D.- ACNIE Construction Co. 115 Market Place, Suite A a Los Angeles, CA 92029-1353 C�ert;ified Payroll" ,orrec in Letter Dear Mr. Doe: 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) CITY OF SANTA CLARITA Report of Action for Prevailing Wage Violations Name of Project: Contract Number: 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 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-civAlabor compliance program.doc APPENDIX "D" Quantity Spreadsheet CITY OF SANTA CLARITA 20 1 012 017 ANNUAL OVERLAY & SLURRY SEAL PROGRAM -ARTERIALS BID ITEM QUANTITIES iUW�R ew4n4 FrymlYnYlYmifAaaanNNo4lb��mMnH�nu:nlWry\0080 rl e,y,n 10n 208/017 Soledatl Gnyon BIO PAYMENT Read TOTPLESTIMATEO ITEM BIO REM REFERENCE WT m,Mb QUANTITY N0. Waa. _I _ IJeNYOYm, BajW lMauwwn LS - e `S 2 Troia[ Cmaal � 3 Snem WnMPrAuCanPmm9nnPW LS E Ga[k9onl_m_E W'.tle N[ro5ur([[¢Lia9n lli_ _ _ _IN_ _ _I,BBY_ 1661____ 21 CgeeaAn¢gvatAapAn,L'AC 6F 5Y 2f21 33 3) AdIuM Mwi*a Cann to Fililb Gatle EA )y u IrwW9leRWt�FiiiA\Bi[i FA S 5 i) _ Il'WNY Une LF 1.120 _ 11'cb i1i(peNLtADtwJmA�- - _ _ _. _ >_FA _t1 34_ Y5 Hrow�N(lAnrml �_ � EA e e M aMsr Airy. - )0 AdAlnl MenM1¢M fawn l¢ForinA aemmMicrvxMernpnntl 5lvry Seal(Nwtceda Aaml EA EA A Ey aaE[[wwwn 81 SitluwuG¢oiul prvnxNy 9raepmp LS 1 iUW�R ew4n4 FrymlYnYlYmifAaaanNNo4lb��mMnH�nu:nlWry\0080 rl e,y,n 10n 208/017 g. CITY OF SANTA CLARITA 3016- 2017 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM -CIO BID ITEM QUANTITIES BIDkillu TU NO. Do WUITEM PAYMENT REFERENCE l Monte tun v.w 9�M�n Gnv°v Wr°et MauIMSMPMn Rltl Vlaw OrN munmyNnir«..,ei.. TOTAL WIMATEN QUANTITY QUANTITY 9p.MiwSM wLMr IIUYWw u ipgl r1.Nl .J]D] it.W t 3MormI i 16 TlAl9c taNd I0katnR mPm Crack Seel malrom II) _ aBRRAnurEYAC Is k — t 9T 6i5 LS TN 4 4 JI m Y &E 11 en+nll 6b° RPMs 0 Nn Podwnt � EA _ I_ _ _ _r _I ] _ 1 - 80 e�.. Ovn beevWm RwaeaWrt Clem _....,.- _.. I. _.uauronmr RA..orro �� _ $F u 39 ]9 5 ew..rvwwwu�..o.,n.rtw.ea,.,.ow.n+wuauwarnwm.n..nsi�..w.wNmtwmv�r•_� a lnl zn+�n CITY OF SANTACLARITA 21143017 ANNUALOWRLAY AND BLURRY BELL PROGRAM -C10 Aft] GID ITEM QUANTITIES am am", VYu ffYm Puf CMnrIMy CTMraml-Sommth" TwMlPW l4Ym OtlpilMw WgnYt>A M.2YnpYM IxEP IFI:EN} PN NLY PVipiNC9 OnwY�, mm tW. arr�awr�e Ie W IS urmlc g T ti_- T P� M ,x at is tl T- u r 43 u. CmImmpo wRmm.LF _ _ YNrmw114 46 W J �^ O ipN rqt 1 oFal N at HY It xxAl3Psi MTS w V . Ll 1 f imso xP Dm ZF iRn.n.l law Lz _ —_ It I It 00,m&I wo....wv x..- I I I I CITY OF 6W TA CLARRA WIG&AV ANNUJ OVERLAY AND SLURRY SEAL PROOR 910 ITEM QUANTITIES ®rp. im xa vnxewT alRmx TM RXr ro uux Ym • • Pa earl F Pvw•1 R Cm[ Tmi erm __ Te. nx�LUIIMA R r..RrR.n.�..-. .,.......w.L.. .......A. R�ra�r.�.tir �...wrr..®r. r...a�..,.v Tw L 1 PM fniw wn hwYln _a_4XY_r rxmall, eo n e �.xi_ r xe _ IMMRRx�A�n rrrWM 1 f ]L RX mwYLsww.lwiwnrmr v _ _u sa 1 tp �M T-1LL V e eR§no yxy_ I I I 6f TM ibry T i i w eR wYRn YcvYu.n� I u _ � I I e y A ! raspy ®a IA H G 1cx 1 &M•wkeuw4 ms•vmuaVmealuWrvaaaeN.nunN�.Lvvy..unnl+iRnWr..l�mmyl4Jna Yn� �cyw� CIT/ OF SANTA CLARITA 016-2017 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM - C18 BID ITEM QUANTITIES 810 rtEM m 61011EM PAYMENT REFERENCE UItlT R 1311I11BM0 Wann9yYAetlY oorrde.. TOTALESTIMATEB QUANTITY n,p» 1 lMIml; BonandYmnlev � l8_ - 9 2 Tf%M Cwfto I _ _LS T CMSW 4nolunY8e ISTyr, II) TN Te le 12. MOIY9YVRPYt....fYv 9danl � S1 i i _ O ITY81e C90eewYLllMil lh Atlmo )��_._dB LF 257 257 N 2F ITYxfineOgx�wlklM.PTArn+� LF 1593 1595 N - D61MIF10 sl saPnq xwlFa)in nmed MnrXaul LF z165 _ z1v � _ -. arallrnY}gra,.Z2—--_+n_- _ 53 %I N I #270 LF 5.541 53dd S! _ _ OvEYIASIDNertre ALMrtan) J F I__LF -)L TI -- 9d Shcgnq Detnlllld (ill ma AAMiMarx) LF 126 IN 60 Sapnq TM.YF �C(WQy}(_ 5 5_iCP' LageM (Ilienro) FA 5 _63_ 61 RW'Lagvre(Rwrrroj I FA _ _ _ 2 t. —ow TryeIVL I R(llrermol _ EA x if i I$ _T} OLIR[tlwrmul _ 76 PvTmTm NI LfRRhamxl FA_ I Z 8Fw19wwu`drg_ .�—. l8 it &dt"m and Dr'rvxway Svmap'ry1 LB t iKlu�dW uh.4ex. woxsuSsna Gnu. Cry ea1m19AIVAz9 rtal WBz Iaz CITY OF SANTA CLARITA 2016.2017 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM - C2 Alt BID ITEM QUANTITIES m BWaMnArrow MWermn Avwua Opq OMF OFw CMW TwAIamo ITEM &O RFM PAYMENT UMT TOTAL ESTIMATED REFERENCE Owu6buneneva Culy�nCu m P.es. .uMw.wl.wru+. FrINwNAnbµall' FMnrA'�.... ;..,i„ QUANTITY x m III ow i1.Mo Alm 11 11 BUMF6lrnwmu I Ls _1 2 v. ...r �- TrAI Gama Ls_ I .Saina _ _ i PAMr Pm Wal AamT➢w Flown PMk 6ea165MIY SenI(rym111 ApA BUfRPFM1OFYt NfNUG _.--! IA IN 1 20 I T 8 Ii -� •2 Fq ; ) -'j 41 IZVA_Mn_CeesmvNl Long Lome (Immo) LF ! I 21 - m 9_veei swp_py�_ I IS el aaew,ea,Iwawn,.ra..F..vum IS ! I cuhorP ow.... sacs CITY OF SANTA CLARITA W16-3017 ANNUAL OVERLAY AND SLURRY SEAL PROGRAM - CS AN 3 BID ITEM QUANTITIES 61b Eende VYMRvarllle S""'A ULaw SeMrsi,6er Lane Siena Cross Aveww REM 910 ITEM PAYMENT UNIT TOTAL ESTIMATED REFERENCE LryY6raFAa NNeYw aae.ew W.. me.. s..�w.w QUANTITY NO ?rrv.uy vm eww _ 0 tYA a:rn ,�mo t Inmamm..E.ati aawoarov Ls I I z _ -_- 1mNcceaun - LSP . - _ — —� w.sP.Wewr Pla..rAca 1,1111,w- ._— _ �_ _� 1 _ 5 _ 5 �, to ] Gert SUI n654rry Seei(ry ell - _ tN +3 - SNIeAW.QR3v IyRaA_ EA 41 LS W"CmH WI I LmI Hpc lino 0) LF 10_ 16_ ]6 7$ 63 'OTOP'l.�d RLi 1 _ EA 1 1_ _4_ TB Sb I SneepaU_ - LS 1 61 6xhwaNe enebrNVN.v wean .. _ Ls --.— t I 1 IVIuM,nai+wwe.Mgwn1%nuwm..wrNlwlsMMmWnoJnMWnnaWurrvltwtse3F `-93ear: .Ml Uanw. CITY OF SANTA CI -ARTA 20% MIT ANNUAL OVERLAY AND SLURRY SEAL PROGRAM - TRAILS AR 4 BID ITEM QUANTITIES ZYNw mi Waw•xNRe\svoaw40i.rsc url 4greaai®auunuvLWnr4mmFpwPuu se mll South Fork Over WPNneess N9 PrlP¢e¢e9 Trall Yb NlrMee99TrMl Vb PrMenu TrMl Ma Hme9e9Tn9 %troll eAlTnP 9I0 Trell pcce¢¢ ITEM BIO REM PAYMENT LIMIT acrwy xp OxWQALOOK q TOTAL NO. REIIAENEE vYerveuuwaxnva pyla msrbMrC ciKOYupbW nc M1 Y0oM NNr wl¢snWu AWTYTEN WAMITY M¢sw eny. Mea Mbnw A10 rvftV� Bmat{4mmvi _I. a "11cn Immncmnad Ls Ls ] 9 �80f0 IO,MO 9,IM moi' L250 36W_ CM Sell Seel ePE SvaI C_al - SF M x 9224 naenY..{rte bora u m 7__ _R635�— LS 1 ao IF9Ya¢9hY 9PM _ - tl �: -. aT9 � Ps_ sP 9tSWevenA�9P9 Ormormall9xee I LS t ZYNw mi Waw•xNRe\svoaw40i.rsc url 4greaai®auunuvLWnr4mmFpwPuu se mll CITY OF SANTA CLARITA 2016-2017 ANNUAL OYERLAYAND SLURRY SEAL PROGRAM - NEWHALL RANCH TRAILS BID ITEM QUANTITIES MD Ne 11 Ranch Tnll PAYMENT TOTAL ESTIMATED ITEM we ITEM UNIT -M — REFERENCE ue QUANTITY N0. I _ s. ry A.W 1 W+ l dmfs Elf wa e _ L6 _ 1 I LS 2 TalcC ud I 8E 29,19.442 ...i..._ 2 8 ma Seel na!MM CwlSF _II u "dtsrtxie"bio.trwFA � 38 Lw.NrYAler/Gan VeNnWms l FA 2 2 _E9 _ _..._MNi♦Ov1GrWiv — Ccrp FeWN Graft _� EA �L 2. m5ree1 $WC[V1�9 I el _ awMra ane oma+nswayu�R _ _� _. ____i LEA, s _— __—_—_ rvIw m.04.wawealT.nm. 1?1 vut 7 CITY OF SANTA CLARITA 2016.17 ANNUAL SLURRY SEAL PROJECT - V22S BIO ITEM QUANTITIES OID ITEM N0. BID REM PAYMENT REFERENCE DM AV JCI i.tlw Naanm Avank Jdit _ c.. )1'r4 Jxa. Vle Jacan — — TOTAL ESTIMADED QUANTITY ] 3 e a: 41 w 63 61 vE ql FkuaifaMn Bukh A lnavran[e _ ira(OcCM4d _ 3mnr%Wf Pb_Nm_R_ivm%n Tlack'Mme sow S6Y we 0)_ m'u16_-4R_V.Ms 12-WO,Cf mmk/WnII (Thm o) oemy77mwoat MID—Iasi- -^aiOP"Le9eae)ma:�_ _ — ED"I s "&q _ SMewa4untl prrnvey SxeeP UB 45 _ ] 2D 1 I W TN 35 ] xa LF is I6 15 ��'--,a—�---tioo— _ �— — EA 1 I 3 LS _I I I LS _ _ EY�m1PPIrt4utnAe/n15e✓m4.OryaNW931T.i0g5pn.WuNfiLLeueAHury\itllalJE VI]SS aRl 42IM17 CRY OF SANTA CLARITA 201847 ANNUAL SLURRY SEAL PROJECT - VEN BID ITEM QUANTITIES 910 CMIry CntN dtre TyNe Rf990 Orbe Item 810 ITEM PAYMENTOMT __ - _ TOTAL ESTIMATED REFERENCE Tew.lree ewro n�.ur.ro QUANTITY NO manna" !.w-C_nlenwro._ —LAO RWJ 1. Ba+9r&' ace LS t x TreNcc of LS .N�WIUIonRnwll®FPn Ls s I aFill .90s.a�rp.IN � m_ z+ I _ 11 Q 1w10or RPMr GFartlypw I r~ 1. QoswiL r Land Una(Ine ) AA-_ LF + 9 1 u I6 IB N 93 ST9v legmq_[NYngJ_ ie Ehee_I S 'pLy_ __ _ LS E1 6kkwaA..,.w dNsvrr s+,epl.c Ls 1 iKI.��Ae MwynFemp�s\snod�ta�OryYy�u3\nimVp.JYwl\A9�.dVUM1\umf�[[_veN_% fail WWMa j APPENDIX "E" Plans SIERRA NEVADA CONSTRUCTION, INC. 2055 East Greg Street P.O. Box 50760 Sparks, NV 89435-0760 City of Santa Clarita Purchasing Office, Suite 120 23920 Valencia BLVD. Santa Clarifa, CA 91355 Work Statement It is our understanding that the project consists of providing quality assurance construction materials testing and inspection services for the City's overlay and slurry seal program as per the following standards: City of Santa Clarita Quality Assurance Program; Construction Manual, current edition; CALOSHA Construction Safety Orders, current edition; Standard Specifications of Public Works, Greenbook current edition; Standard Plans of Public Works, current edition; and exhibits attached to the City's RFP. Twining understands that we will be responsible for the testing of asphalt and concrete as well as providing project inspection. The following is our proposed plan of study. TASK 1: Engineering Support During Overlay Project )n -call support to the City's Project Manager Output: Available from project's inception through completion via phone, email, and in-person meetings in order to provide the City's Project Manager answers to questions that come up during the project. These services are provided through Twining's Project/OA Manager and Senior Field Inspector. Subtask 2: Submittal review for materials to be used by the contractor on the project. Output: Timely turnaround of materials submittal reviews. The City's Project Manager provides contractor submittals to Twinings Project Manager for review and acceptance with respect to the project specifications and plans. Subtask 1 Attend meetings throughout the project. Output: Twinings Project Manager and Senior Field Inspector will be available and will attend meetings with the City's project team whenever requested during the project. Subtask 4: Timely review of inspection and testing results during the project. Preparation of daily reports for the City's Project Manager: Output: Twining's Project Manager will schedule laboratory tests promptly and will review and provide testing and inspection reports to the City's Project Manager. Any non-compliant results will be highlighted, and discussion/ recommendations will be provided to the City when requested or when necessary. J TASK 2: Field Support During Overlay Project Sw ices. Output: Available throughout the project to support the City's Project Manager and inspection team with any supplemental inspection services during the project. These services have been provided during past overlay projects with the City and can be provided whenever the City deems it necessary. Suhr Ir 1, 1131 Vices Output: Twining will provide laydown inspection and compaction testing of the asphalt paving activities throughout the overlay project. If the City requires observation during grinding operations, we will provide resources during this time, as well. The inspection team will observe and document all pavement activities at the City's request and in accordance with the project specifications. Plant inspection will be conducted simultaneously throughout the paving day and samples of the asphalt will be obtained at coordinated intervals from both the plant and the field and transported to our lab for all the necessary testing. Plant inspection will ensure that production of asphalt is being conducted per the project specifications and meets Greenbook and Caltrans standards. Subtask 3: Asphalt Coring and Testing. Output: Twining will provide a technician to core the asphalt once per 250 tons and transport the cores to the laboratory for timely testing to calculate the daily compaction of the asphalt material being placed. Twining I City of Santa Clarita 15 Work Statement, continued Suhtask 4: Slurry Seal Sarnln Output: Twining will provide a technician to sample the slurry seal mix and the raw aggregates each day during slurry production. Field tests will be performed on the slurry and samples will be transported to the laboratory at the end of each shift for further testing. TASK 3: Materials Testing During Overlay Project Su I)tesk I. I zboratory tesunq of a,r)haIt r. ai ?i Output: Twinings certified laboratory will be responsible for providing testing of the asphalt material to ensure it meets the specifications of the project. The material will be tested for asphalt content, gradation, moisture content, density, stability, air voids, and sand equivalency (raw aggregate at the plant). Acceptance of the material is typically based on asphalt content, gradation, and stability testing. Core testing will be provided daily to ensure that asphalt compaction requirements are being met. TASK 4: QA Documentation and Reporting Output: Twining's Project Manager will be responsible for reviewing daily field and laboratory activities and preparing reports and providing all documentation to the City's Project Manager. Upon completion of the project, a final quality assurance report will be prepared and provided to the City for its records. Twining I City of Santa Clarita 16 City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - BASE BID Position a Estimated Unit Cost Overtime Rate Double Extended Cost MINIS Engineers Construction Manager: (8 hour days) Number of Hours Unit Cost° Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 100 $150 — _ _ _ _ _ _ — $15,000 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 300 $87 $130 $174 $26,100 inspection to the City. QC Manager/Engineer. Responsibilities include oversight of Quality 100 $140 _ _ _ _ _ _ _ _ $14,000 Assurance operations and review of test results. Sluny/Microsurfacing Inspector (8 hour day) : Responsibilities include $87 $130 $174 $22,272 crackfill, mat inspection and sampling 256 $1250280 Compaction Inspector (8 hour day) : Responsibilities include mat 48 $87 $130 $174 $4,176 inspection and sampling Slurry/Microsurfacing Inspector (4 hour day) : Responsibilities include 128 $87 — -_ $11,136 crackfill, mat inspection and sampling. Compaction Inspector (4 hour day) : Responsibilities include mat 24 $87 A _ $2,088 inspection and sampling. Clerical 100 $65 — — — — — — — — $6,500 a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total Cost $101,272 ° Hourly cost includes travel of inspectoritechnician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ° Rate for coring technician is based on a per day basis. Position Estimated Number of Hours Unit Cost Overtime Rate Double Time Rate Extended Cost MINIS Engineers Construction Manager: (8 hour days) Assist City Project Manager in all aspects of the project with items such as: Document Control, Meeting Minutes, Construction Team Coordination, Construction Progress Reports, Coordinate and 864 $145 — — — — — — — — $125,280 Respond to City Residents. Shall become familiar with project Contract Documents. Engineering Technician shall be available to work from City Hall office at minimum three times a week, as needed, for a period of eight months after contract is awarded. Total Cost $1250280 y,vining I City of Santa Clanta City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - BASE BID Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. 9 Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) !(Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. " Test must be performed by an AASHTO certified laboratory. 'No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. T%%;m1r q I City of Santa Clarita Estimated Number of Tests and Testing Location of Unit Extended Micro! R&R Seal Test Method(s) Quality Characteristic Frequency Sampling Slurry Areasa Coat Total Cost Cost CT 202 Aggregate Gradation 1 Per Week Stock Pile 3 1 1 5 $200 $1,000 CT 217 Sand Equivalent 1 Per 750 Tons, At Plant° — 1 — 1 Minimum 1 Per Day CT 382 Asphalt Content 1 Per 750 Tons, Mat Behind Paverb — 1 — 1 $200 $200 Minimum 1 Per Day Cores` Percent Compaction°'e 1 Per 250 Tons, Compacted Mat — 1 1 $75 $75 Minimum 3 Per Day CT 309 Rice Density 1 Per Day Mat Behind Paver — 9 — 9 $150 $1,350 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver — 1 — 1 $85 $85 CT 366 Stabilometer Value! 1 Per Day Mat Behind Paver -- 1 -- 1 $200 $200 CT 3679 Air Voids Content! 1 Per Day Mat Behind Paver --- 1 -- 1 $200 $200 AASHTO R29 Asphalt Binder 1 Per Day At Plant -- - -- - - -- Sample digout material at the regular frequency. Total Cost $3,110 Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. 9 Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) !(Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. " Test must be performed by an AASHTO certified laboratory. 'No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. T%%;m1r q I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C2 Alt 1 Position a Estimated Double Number of Hours Unit Cost" Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 10 $150 — — — — — — — — $1,500 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 40 $87 $130 $174 $3,480 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 10 $140 — — — — — — — — $1,400 Assurance operations and review of test results. Slurry/Microsurfacing Inspector (10 hour day) : Responsibilities include 20 $87 $130 $174 $1,912 crackfill, mat inspection and sampling Slurry/Microsurfacing Inspector (4 hour day) : Responsibilities include 10 $87 — -- $870 crackfll, mat inspection and sampling. Clerical 10 $65 — — — — — — — — $650 a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total COSI $9,812 ° Houdy cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ° Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C2 Alt 1 Test Method(s) Quality Characteristic Minimum Sampling and Testing Frequency Location of Sampling Estimated Number of Tests Unit Cost Extended Cost Micro I Slurry Total CT 202 Aggregate Gradation 1 Per Week Stock Pile 1 1 $200 $200 CT 217 Sand Equivalent 1 Per 750 Tons, Minimum 1 Per Day At Plant" --- 0 — — — — — — — — CT 382 Asphalt Content 1 Per 750 Tons, Minimum 1 Per Day Mat Behind Paved 0 — — — — — — — — Cores` Percent Compaction ° e 1 Per 250 Tons, Minimum 3 Per Day Compacted Mat — 0 — — — — — — — — CT 309 Rice Density 1 Per Day Mat Behind Paver — 0 — — — — — — — — CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver — 0 — — — — — — — — CT 366 Stabilometer Value' 1 Per Day Mat Behind Paver — 0 — — — — — — — — CT 3679 Air Voids Content' 1 Per Day Mat Behind Paver — 0 — — — — — — — — AASHTO R 29 Asphalt Binder 1 Per Day' At Plant --- — — — Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Total COSI $200 Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. ° Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))1 (Maximum Theoretical Speck Gravity (CT 309)). ' Report the average of 3 tested briquettes from a single sample. e Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. kvining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C9 Alt 2 ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita Estimated Double Position' Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 10 $150— — — — — — — $1,500 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 40 $87 $130 $174 $3,480 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 10 $140 — — $1,400 Assurance operations and review of test results. Slurry/Microsurfacing Inspector (10 hour day) : Responsibilities include 20 $87 $130 $174 $1,912 crackfill, mat inspection and sampling Slurry/Microsurfacing Inspector (4 hour day) : Responsibilities include 10 $87 — — $870 crackfill, mat inspection and sampling. Clerical 10 $65 — — — — — — — — — — $650 a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total Cost $9,812 b Hourly cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C9 Alt 2 Test Method(s) Quality Characteristic Minimum Sampling and Testing Frequency Location of Sampling Estimated Number of Tests Unit Cost Extended Cost Micro / Slurry Total CT 202 Aggregate Gradation 1 Per Week Stock Pile 1 1 $2D0 $200 CT 217 Sand Equivalent 1 Per 750 Tons, Minimum 1 Per Day At Plantb --- — — — — — — CT 382 Asphalt Content 1 Per 750 Tons, Minimum 1 Per Day Mat Behind Paved — — — — — — — — Cores` Percent Compaction°'e 1 Per 250 Tons, Minimum 3 Per Day Compacted Mat — — — — — — — — CT 309 Rice Density 1 Per Day Mat Behind Paver — — — — — — — — CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver — — — — — — CT 366 Stabilometer Value` 1 Per Day Mat Behind Paver — — — — — — — CT 3679 Air Voids Content` 1 Per Day Mat Behind Paver -- — — — — — — — AASHTO R 29 Asphalt Binder 1 Per Dai% At Plant — — — — Sample digout material at the regular frequency. c Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Total Cost $200 ` Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))1(Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. e Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical speck gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. T:rinMG.Ci-.y of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C18 Alt 3 Position' Estimated Double Number of Hours Unit Cost" Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 10 $150 _ _ _ _ _ _ — _ _ _ $1,500 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 50 $87 $130 $174 $4,350 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 10 $140 _ _ _ _ _ $1,400 Assurance operations and review of test results. Slurry/Microsurfacing Inspector (10 hour day) : Responsibilities include 50 $87 $130 $174 $4,780 crack -fill, mat inspection and sampling Compaction Inspector (10 hour day) : Responsibilities include mat 20 $87 $130 $174 $1,912 inspection and sampling Slurry/Microsurfacing Inspector (4 hour day) : Responsibilities include $87 $2,175 crackfill, mat inspection and sampling. 25 _ _ Compaction Inspector (4 hour day) : Responsibilities include mat $87 $870 inspection and sampling. 10 — — Clerical 10 $65— — — — — — — — — — $650 a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total COSI $17,637 " Hourly cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. d Rate for coring technician is based on a per day basis. wining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C18 Alt 3 Test Method(s) Quality Characteristic and Testing Frequency Location of Sampling Estimated Number of Tests Unit Cost Extended Cost Micro / Slurry R&R Areasa Total CT 202 Aggregate Gradation 1 Per Week Stock Pile 1 1 2 $200 $400 CT 217 Sand Equivalent 1 Per 750 Tons, Minimum 1 Per Day At Plantb 1 1 CT 382 Asphalt Content 1 Per 750 Tons, Minimum 1 Per Day Mat Behind Paverb — 1 1 $200 $200 Cores` Percent Compaction d,1 1 Per 250 Tons, Minimum 3 Per Day Compacted Mat -- 3 3 $75 $225 CT 309 Rice Density 1 Per Day Mat Behind Paver --- 1 1 $150 $150 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver --- 1 1 $85 $85 CT 366 Stabilometer Valuer 1 Per Day Mat Behind Paver --- 1 1 $200 $200 CT 3679 Air Voids Contentr 1 Per Day Mat Behind Paver --- 1 1 $200 $200 AASHTO R 29 Asphalt Binder 1 Per Day' At Plant — -- — Sample digout material at the regular frequency. 'Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan.I Total COSI E d Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. ° Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). ' Report the average of 3 tested briquettes from a single sample. e Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. " Test must be performed by an AASHTO certified laboratory. 'No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - Trails Alt 4 Position' Estimated Double Number of Hours Unit Cost° Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 8 $150— — — — — $1,200 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 30 $87 $130 $174 $2,610 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality $ $140 _ _ _ $1,120 Assurance operations and review of test results. Seal Coat Inspector (10 hour day) : Responsibilities include crackfill, mat 20 $87 $130 $174 $1,912 inspection and sampling Compaction Inspector (10 hour day) : Responsibilities include mat 10 $87 $130 $174 $956 inspection and sampling Seal Coat Inspector (4 hour day) : Responsibilities include crackfill, mat 10 $87 — $870 inspection and sampling. Compaction Inspector (4 hour day) : Responsibilities include mat $S7 $696 inspection and sampling. 5 _ Clerical 8 $65 _ _ _ _ _ _ _ _ _ _ $520 ' All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total Cost $9,884 Hourly cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. d Rate for coring technician is based on a per day basis. twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Slurry Seal Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - Trails Alt 4 Test Method(s) Quality Characteristic Minimum Sampling and Testing Frequency Location of Sampling Estimated Number of Tests Unit Cost Extended Cost R&R Areasa Seal Coat Total CT 202 Aggregate Gradation 1 Per Week Stock Pile 1 1 2 $200 $400 CT 217 Sand Equivalent 1 Per 750 Tons, Minimum 1 Per Day At Plantb 1 --- 1 — — — — — — CT 382 Asphalt Content 1 Per 750 Tons, Minimum 1 Per Day Mat Behind Paver° 1 — 1 $200 $200 Cores' Percent Compactionde 1 Per 250 Tons, Minimum 3 Per Day Compacted Mat 3 3 $75 $225 CT 309 Rice Density 1 Per Day Mat Behind Paver 1 1 $150 $150 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 1 --- 1 $85 $85 CT 366 Stabilometer Value 1 Per Day Mat Behind Paver 1 — 1 $200 $200 CT 3679 Air Voids Contentf 1 Per Day Mat Behind Paver 1 --- 1 $200 $200 AASHTO R 29 Asphalt Binder 1 Per Day' At Plant — -- --- --- Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Total Cost $1,460 ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). e Report the average of 3 tested briquettes from a single sample. s Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. ° Test must be performed by an AASHTO certified laboratory. No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - BASE BID Position a Estimated Double Number of Hours Unit Cost° Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 150 $150 — $22,500 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 600 $87 $130 $174 $52,200 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 150 $140 — — — — — — ... — $21,000 Assurance operations and review of test results. Laydown Inspector (8 hour day) : Responsibilities include mat inspection 448 $87 $130 $174 $38,976 and sampling Compaction Inspector (8 hour day): Responsibilities include monitoring 448 $87 $130 $174 $38,976 compaction and temperatures behind the roller. Plant Inspector (8 hour day): Resonsibilities include inspection and 448 $87 $130 $174 $38,976 sampling of aggregates, binders, and hot mix asphalt. Laydown Inspector (4 hour day) : Responsibilities include mat inspection $87 $19,488 and sampling. 224 — — Compaction Inspector (4 hour day): Responsibilities include monitoring 224 $87 __ $19,488 compaction and temperatures behind the roller. Plant Inspector (4 hour day): Resonsibilities include inspection and 224 $87 — $190488 sampling of aggregates, binders, and hot mix asphalt. Clerical 150 $65 $9,750 Coring Technician`: Responsibilities include the extraction of cores and 46 Days' $696 _ — $32,016 the filling of holes following extraction. All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total Cost $312,858 b Hourly cost includes travel of inspectorltechnician to and from the jobsite as well as all sample transportation costs. Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - BASE BID Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))l (Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. 'Test must be performed by an AASHTO certified laboratory, ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita Estimated Number of Tests and Testing Location of Unit Extended R&R Test Method(s) Quality Characteristic Frequency Sampling ARHM Areasa D2 AC B AC Till Total Cost Cost CT 202 Aggregate Gradation 1 Per 750 Tons, At Plane 27 16 1 1 10 55 Minimum 1 Per Day CT 217 Sand Equivalent 1 Per 750 Tons, At Plane 27 16 1 1 10 55 Minimum 1 Per Day CT 382 Asphalt Content 1 Per 750 Tons, Mat Behind Paver' 27 16 1 1 10 55 $200 $11,000 Minimum 1 Per Day Cores` Percent Compaction° a 1 Per 250 Tons, Compacted Mat 79 46 10 3 30 168 $75 $12,600 Minimum 3 Per Day CT 309 Rice Density 1 Per Day Mat Behind Paver 46 16 4 1 10 77 $150 $11,550 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 46 16 4 1 10 77 $85 $6,545 CT 366 Stabilometer Value! 1 Per Day Mat Behind Paver 46 16 4 1 10 77 $200 $15,400 CT 3679 Air Voids Content! 1 Per Day Mat Behind Paver 46 16 4 1 10 77 $200 $15,400 AASHTO R 29 Asphalt Binder 1 Per Day At Plant — — — -- -- — — — a Sample digout material at the regular frequency. Total Cost $72,495 Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))l (Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. 'Test must be performed by an AASHTO certified laboratory, ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C2 Alt 1 Position a Estimated Double Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 40 $150 — — — — — — — — $6,000 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 150 $87 $130 $174 $13,050 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 40 $140 — ---- — ____ $5,600 Assurance operations and review of test results. Laydown Inspector (10 hour day) : Responsibilities include mat 70 $87 $130 $174 $6,692 inspection and sampling Compaction Inspector (10 hour day): Responsibilities include monitoring 70 $87 $130 $174 $6,692 compaction and temperatures behind the roller. Plant Inspector (10 hour day): Resonsibilities include inspection and 70 $87 $130 $174 $6,692 sampling of aggregates, binders, and hot mix asphalt. Laydown Inspector (4 hour day) : Responsibilities include mat inspection 35 $87 __ — $3,045 and sampling. Compaction Inspector (4 hour day): Responsibilities include monitoring 35 $87 — _ $3,045 compaction and temperatures behind the roller. Plant Inspector (4 hour day): Resonsibilities include inspection and 35 $87 — — $3,045 sampling of aggregates, binders, and hot mix asphalt. Clerical 40 $65 — — — — — — — — — — $2,600 Coring Technician°: Responsibilities include the extraction of cores and 7 Days' $696 — -- $4,872 the filling of holes following extraction. All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total Cost $61,333 ° Hourly cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item_ ° Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C2 Alt 1 e Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) 1 (Maximum Theoretical Specific Gravity (CT 309)). f Report the average of 3 tested bnquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. "Test must be performed by an AASHTO certified laboratory. 'No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita Estimated Number of Tests Minimum Sampling Location of Unit Extended R&R Test Method(s) Quality Characteristic and Testing Sampling ARHM Area a Total Cost Cost 202 'mmCT Aggregate Gradation 1 Per 750 Tons, At Plant ° 6 1 7 — — — — — — Minimum 1 Per Day CT 217 Sand Equivalent 1 Per 750 Tons, At Plant 6 1 7 — — — — — — Minimum 1 Per Day CT 382 Asphalt Content 1 Per 750 Tons, Mat Behind Paver° 6 1 7 $200 $1,400 Minimum 1 Per Day11 Cores` Percent Compaction"' 1 Per250Tons, Compacted Mat 16 1 17 $75 $1,275 Minimum 3 Per Da CT 309 Rice Density 1 Per Day Mat Behind Paver 6 1 7 $150 $1,050 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 6 1 7 $85 $595 CT 366 Stabilometer Value' 1 Per Day Mat Behind Paver 6 1 7 $200 $1,400 CT 3679 Air Voids Content' 1 Per Day Mat Behind Paver 6 1 7 $200 $1,400 AASHTO R 29 Asphalt Binder 1 Per Day' At Plant -- — — — — Total Cost $7,120 e Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) 1 (Maximum Theoretical Specific Gravity (CT 309)). f Report the average of 3 tested bnquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. "Test must be performed by an AASHTO certified laboratory. 'No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C8/C9 Alt 2 Position' Estimated Double Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include $150 $1,500 project oversite and engineering support. 10 — �_�_ — ____ Public Works Inspection: Responsibilities include providing full-time 40 $87 $130 $174 $3,480 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality t0 $140 — — — — — — — — — — $1,400 Assurance operations and review of test results. Laydown Inspector (10 hour day) : Responsibilities include mat 30 $87 $130 $174 $2,868 inspection and sampling Plant Inspector (10 hour day): Resonsibilities include inspection and 30 $87 $130 $174 $2,868 sampling of aggregates, binders, and hot mix asphalt. Laydown Inspector (4 hour day) : Responsibilities include mat inspection 15 $87 __ $1,305 and sampling. Plant Inspector (4 hour day): Resonsibilities include inspection and 15 $87 — __ $1,305 sampling of aggregates, binders, and hot mix asphalt. Clerical 8 $65 — — — — — — — — — — $520 Coring Technician`: Responsibilities include the extraction of cores and 3 $696 _ __ $2,088 the filling of holes following extraction. 'All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total COSI $17,334 Hourly cost includes travel of inspectorttechnidan to and from the jobsite as well as all sample transportation costs. Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. d Rate for coring technician is based on a per day basis. T,viriing I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C8/C9 Alt 2 Test Method(s) Quality Characteristic Minimum Sampling and Testing Frequency Location of Sampling Estimated Number of Tests Unit Cost Extended Cost D2 AC C2 AC Total CT 202 Aggregate Gradation 1 Per 750 Tons, Minimum 1 Per Day At Plant° 1 1 2 — — — — — — CT 217 Sand Equivalent 1 Per 750 Tons, Minimum 1 Per Day At Plant° 1 1 2 — — — — — — CT 382 Asphalt Content 1 Per 750 Tons, Minimum 1 Per Day Mat Behind Paverb 1 1 2 $200 $400 Cores` Percent Compactiond'e 1 Per 250 Tons, Minimum 3 Per Day Compacted Mat 3 3 6 $75 $450 CT 309 Rice Density 1 Per Day Mat Behind Paver 1 1 2 $150 $300 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 1 1 2 $85 $170 CT 366 Stabilometer Valuef 1 Per Day Mat Behind Paver 1 1 2 $200 $400 CT 3679 Air Voids Contentf 1 Per Day Mat Behind Paver 1 1 2 $200 $400 AASHTO R 29 Asphalt Binder 1 Per Dai! At Plant — — -- a Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Total COSI $2,120 ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. e Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). f Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. " Test must be performed by an AASHTO Certified laboratory. No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - C18 Alt 3 Position a Estimated Double Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include $150 $750 project oversite and engineering support. 5 — — — — — — — Public Works Inspection: Responsibilities include providing full-time 20 $87 $130 $174 $10740 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 5 $140 — ____ — ____ $700 Assurance operations and review of test results. Laydown Inspector (10 hour day) : Responsibilities include mat 10 $87 $130 $174 $956 inspection and sampling Compaction Inspector (10 hour day): Responsibilities include monitoring 10 $87 $130 $174 $956 compaction and temperatures behind the roller. Plant Inspector (10 hour day): Resonsibilities include inspection and 10 $87 $130 $174 $956 sampling of aggregates, binders, and hot mix asphalt. Laydown Inspector (4 hour day) : Responsibilities include mat inspection 5 $87 — — $696 and sampling. Compaction Inspector (4 hour day): Responsibilities include monitoring 5 $87 — — $696 compaction and temperatures behind the roller. Plant Inspector (4 hour day): Resonsibilities include inspection and 5 $87 — — $696 sampling of aggregates, binders, and hot mix asphalt. Clerical 4 $65 — — — — — — — — — — $260 Codng Technician`: Responsibilities include the extraction of cores and 1 Days° $696 _ $696 the filling of holes following extraction. a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total lost $9,102 b Hourly cost includes travel of inspector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - C18 Alt 3 Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical speck gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Total Cost $1,060 Twining I City of Santa Clarita Estimated Number of Tests and Testing Extended Unit Test Method(s) Quality Characteristic Frequency Location of Sampling C2 AC Total Cost Cost CT 202 Aggregate Gradation 1 Per 750 Tons, At Plant° 1 1 — — — — — — Minimum 1 Per Day CT 217 Sand Equivalent 1 Per 750 Tons, At Plane 1 1 — — — — — — Minimum 1 Per Day CT 382 Asphalt Content 1 Per 750 Tons, Mat Behind Paver" 1 1 $200 $200 Minimum 1 Per Da Cores` Percent Compaction° a 1 Per 250 Tons, Compacted Mat 3 3 $75 $225 Minimum 3 Per Day CT 309 Rice Density 1 Per Day Mat Behind Paver 1 1 $150 $150 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 1 1 $85 $85 CT 366 Stabilometer Value' 1 Per Day Mat Behind Paver 1 1 $200 $200 CT 3679 Air Voids Content' 1 Per Day Mat Behind Paver 1 1 $200 $200 AASHTO R 29 Asphalt Binder 1 Per DaV At Plant — — — — Sample digout material at the regular frequency. ° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. ° Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical speck gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Total Cost $1,060 Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - N3 Alt 4 ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ` Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita Estimated Double Position a Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 2 $150 — — $300 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 10 $87 $130 $174 $870 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 2 $140 _ _ $280 Assurance operations and review of test results. Compaction Inspector (10 hour day): Responsibilities include monitoring $87 $130 $174 $956 compaction and temperatures behind the roller. 10 Plant Inspector (10 hour day): Resonsibilities include inspection and 10 $87 $130 $174 $956 sampling of aggregates, binders, and hot mix asphalt. Compaction Inspector (4 hour day): Responsibilities include monitoring $87 $696 compaction and temperatures behind the roller. 5 _- — Plant Inspector (4 hour day): Resonsibilities include inspection and $87 $696 sampling of aggregates, binders, and hot mix asphalt. 5 — — Clerical 2 $65 — — — — — — — — — — $130 Coring Technician`: Responsibilities include the extraction of cores and 1 Days° $696 — — $696 the filling of holes following extraction. e All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total COSI $5,581) ° Hourly cost includes travel of in spector/technician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ` Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - N3 Alt 4 Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))! (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. s Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. Test must be performed by an AASHTO certified laboratory. No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Tevining I City of Santa Clarita Estimated Number of Tests and Testing Location of Unit Extended Characteristic Frequency Sampling R&R Areasa Total Cost Cost Aggregate Gradation 1 Per 750 Tons, At Plantb 1 1 — — — — — — Minimum 1 Per Day Sand Equivalent 1 Per 750 Tons,At Plant°1 1Minimum NMethod's'Quality 1 Per DayAsphalt Content 1 Per 750 Tons, Mat Behind Paver° 1 1 $200 $200 Minimum 1 Per Day Percent Compactiond.e1 Per 250 Tons,Compacted Mat 3 3 $75 $225 Minimum 3 Per DayRice Density 1 Per Day Mat Behind Paver 1 1 $150 $150 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 1 1 $85 $85 CT 366 Stabilometer Value! 1 Per Day Mat Behind Paver 1 1 $200 $200 CT 3679 Air Voids Content! 1 Per Day Mat Behind Paver 1 1 $200 $200 AASHTO R 29 Asphalt Binder 1 Per Day' At Plant — -- -- -- Sample digout material at the regular frequency. " Total Cost $1,060 Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308))! (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. s Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. Test must be performed by an AASHTO certified laboratory. No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Tevining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - S4/V6N Alt 5 ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ° Rate for coring technician is based on a per day basis. twining I City of Santa Clarita Estimated Double Position' Number of Hours Unit Cost" Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include 30 $150 — — — — — _ — _ _ _ $4,500 project oversite and engineering support. Public Works Inspection: Responsibilities include providing full-time 130 $87 $130 $174 $11,310 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality $140 _ _ _ _ _ _ $4,200 Assurance operations and review of test results. 30 Laydown Inspector (10 hour day) : Responsibilities incude mat 80 $87 $130 $174 $7,648 inspection and sampling Compaction Inspector (10 hour day): Responsibilities include monitoring 80 $87 $130 $174 $7,648 compaction and temperatures behind the roller. Plant Inspector (10 hour day): Resonsibilities include inspection and 80 $87 $130 $174 $7,648 sampling of aggregates, binders, and hot mix asphalt. Laydown Inspector (4 hour day) : Responsibilities include mat inspection 40 $87 — — $3,480 and sampling. Compaction Inspector (4 hour day): Responsibilities include monitoring 40 $87 — -- $3,480 compaction and temperatures behind the roller. Plant Inspector (4 hour day): Resonsibilities include inspection and 40 $87 — -- $3,480 sampling of aggregates, binders, and hot mix asphalt. Clerical 20 $65 _ _ _ _ _ _ _ _ _ _ $1,300 Coring Technician`: Responsibilities include the extraction of cores and 8 Days' $696 — — $5,568 the filling of holes following extraction. a All inspectors, samplers, testers, and labs must posess all current Caltrans certifications relevant to their position. Total COSI $60,262 b Hourly cost includes travel of inspectorttechnician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. ° Rate for coring technician is based on a per day basis. twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. MO 115 Quality Assurance Testing Program Materials Testing - S41V6N Alt 5 ` Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) I (Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. T,vininq I City of Santa Clarita Estimated Number of Tests and Testing Location of Unit Extended R8,R Test Method(s) Quality Characteristic Frequency Sampling ARHM Areasa TMO Total Cost Cost CT 202 Aggregate Gradation 1 Per Tons, At Plant° 6 1 1 8 — — — — — — 1 Minimum 1 Per Day CT 217 Sand Equivalent 1 Per Tons, At Plant° 6 1 1 8 — — — — — — 1 Minimum 1 Per Day CT 382 Asphalt Content 1 Per 750 Tons, Mat Behind Paver" 6 1 1 8 $200 $1,600 Minimum 1 Per Day Cores` Percent Compaction` a 1 Per 250 Tons, Compacted Mat 17 3 3 23 $75 $1,725 Minimum 3 Per Day CT 309 Rice Density 1 Per Day Mat Behind Paver 6 1 1 8 $150 $1,200 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 6 1 1 8 $85 $680 CT 366 Stabilometer Valuef 1 Per Day Mat Behind Paver 6 1 1 8 $200 $1,600 CT 3679 Air Voids Content! 1 Per Day Mat Behind Paver 6 1 1 8 $200 $1,600 AASHTO R 29 Asphalt Binder 1 Per Dav At Plant — — — — — a Sample digout material at the regular frequency. Total Cost $8,405 Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) I (Maximum Theoretical Specific Gravity (CT 309)). ` Report the average of 3 tested briquettes from a single sample. 9 Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. h Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. T,vininq I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Inspection, Sampling, and Quality Assurance Management - CP Alt 6 Position a Estimated Double Number of Hours Unit Costb Overtime Rate Time Rate Extended Cost Project Management/Engineering Oversite: Responsibilities include project oversite and engineering support. 5 $150 _ — — — — — — — _ — $750 Public Works Inspection: Responsibilities include providing full-time 20 $87 $130 $174 $1,740 inspection to the City. QC Manager/Engineer: Responsibilities include oversight of Quality 5 $140 — — $700 Assurance operations and review of test results. Compaction Inspector (10 hour day): Responsibilities include monitoring $87 $130 $174 $956 compaction and temperatures behind the roller. 10 Plant Inspector (10 hour day): Resonsibilities include inspection and 10 $87 $130 $174 $956 sampling of aggregates, binders, and hot mix asphalt. Compaction Inspector (4 hour day): Responsibilities include monitoring 5 $$7 $696 compaction and temperatures behind the roller. Plant Inspector (4 hour day): Resonsibilities include inspection and 5 $87 — $696 sampling of aggregates, binders, and hot mix asphalt. Clerical 4 $65 _ _ _ _ _ _ _ _ _ _ $260 Coring Technician`: Responsibilities include the extraction of cores and 2 Days' $696 $1,392 the filling of holes following extraction. ' All inspectors, samplers, testers, and labs must posess all current Cakrans certifications relevant to their position. Total COSY $8,146 In Hourly cost includes travel of inspectoritechnician to and from the jobsite as well as all sample transportation costs. ` Includes travel, coring, and sample transportation only, testing of cores is listed as a separate item. " Rate for coring technician is based on a per day basis. Twining I City of Santa Clarita City of Santa Clarita 2016-17 Annual Overlay Program City Project No. M0115 Quality Assurance Testing Program Materials Testing - CP Alt 6 ` Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. e Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. ° Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita Estimated Number of Tests and Testing Location of Unit Extended Quality Characteristic Frequency Sampling C2 Total Cost Cost Aggregate Gradation 1 Per Tons, At Plant ° 1 1 — — — — — — 1 Minimum 1 Per Day Equivalent 1 Per 750 Tons, At Plant° 1 1Minimum N217Sand 1 Per DaAsphalt Content 1 Per Tons,Mat Behind Pavel 1 1 $200 $200 1 Minimum 1 Per DayPercent Compactione 1 Per Tons,Compacted Mat 3 3 $75 $225 3 Minimum 3 Per DaRice Density 1 Per Day Mat Behind Paver 1 1 $150 $150 CT 226 or CT 370 HMA Moisture Content 1 Per Day Mat Behind Paver 1 1 $85 $85 CT 366 Stabilometer Value` 1 Per Day Mat Behind Paver 1 1 $200 $200 CT 3679 Air Voids Content` 1 Per Day Mat Behind Paver 1 1 $200 $200 AASHTO R 29 Asphalt Binder 1 Per Dai At Plant — — — — a Sample digout material at the regular frequency. Total Cost $1,060° Exact tonnage and location of sample to be determined by the materials sampling Random Sampling Plan and coring Random Sampling Plan. ` Item includes the cost of testing core specimens in the lab. d Though core samples are used for acceptance testing, monitoring of compaction by use of a nuclear gauge shall be required throughout the paving day. a Compaction shall be determined using the formula 100 x (Bulk Specific Gravity (CT 308)) / (Maximum Theoretical Specific Gravity (CT 309)). r Report the average of 3 tested briquettes from a single sample. e Use CT 309 to determine maximum theoretical specific gravity in place of the CT 367 calculated maximum theoretical specific gravity. ° Test must be performed by an AASHTO certified laboratory. ' No testing of binder will be required except at the discression of the engineer, sample and store all material until the engineer approves disposal. Twining I City of Santa Clarita Hourly Billing Rates NOTE: Rates will be adjusted annually each July fst to reflect increased costs. Personnel Rales: Per Hour Unless Otherwise Noted Field Inspection Personnel Task 10101 Concreta/Reinforoed Steel Inspector S Code Engineering and Consulting Personnel Prestressed/Post Tensioned Inspector Rate 10026 Senior Principal Advisor/Consultant $ 280.00 10001 Principal Engineer/Geologist $ 170.00 10017 Metallurgical Engineer $ 165.00 70000 Registered Geotechnical Engineer $ 165.00 10010 Technical Adviser $ 180,00 10011 Material Scientist, Welding/NDT Consultant $ 190.00 70003 Registered Geologlst/CertNed $ 150.00 97.50 Engineering Geologist Lead Inspector It 100.50 Construction Manager $ 145,00 10009 Registered Civil Engineer $ 145.00 60003 Roofing/Waterproofing Consultant S 185.00 10013 Project Engineer/Manager S 150.00 30000 Quality Control Manager $ 140.00 10005 Senior Stag Engineer/Geologist S 115.00 10007 Staff Engineer/Geologist $ 110.00 10015 Quality Control Administrator $ 100,00 10019 Metallurgical Technician $ 90.00 90001 CADD Operator/Draftsperson $ 80.00 70107 Field Supervisor $ 115.00 91030 Safely Supervisor $ 115.00 20000 Laboratory Manager $ 105.00 900DO Laboratory Technician $ 80.00 90005 Expert Witness Testimony $ 3951 91010 Qualified SWPPP Developer S 130.00 Quotation Administration $ 65.00 Task Code Field Inspection Personnel Rate 10101 Concreta/Reinforoed Steel Inspector S 97.50 10103 Prestressed/Post Tensioned Inspector S 97.50 10105 Concrete ICC Inspector S 9740 1D109 Drilled -In -Anchor Inspector $ 97.50 10111 Gunite/Sholcrete Inspector S 97.50 10113 Masonry Inspector If 97.50 10201 Structural Steel/Welding Inspector $ 97.50 10203 AWS Certified Welding Inspector $ 9£.50 10207 Fireproofing Inspector $ 97.50 10501 Lead Inspector It 100.50 70109 L.A, Deputy Grading Inspector $ 100.50 75001 Asphalt Field and Plant Inspector/Technician S 87.00 70103 Pile Driving Inspector $ 96.50 70101 Soils Technician $ 87.00 10107 Concrete Quality Control(ACI/Caltrans Technician) $ 87.01) 60001 Roofing/Waterproofing Inspector $ 11250 10515 Mechanical Inspector $ 127.50 10519 Electrical Inspector $ 127.50 10521 Plumbing Inspector $ 127.50 10523 Building Inspector $ 127.50 50003 Field Engineering Technician $ 105.50 Task Impact Echo $ 280,00 Code Shop Inspection Personnel $ Rate 103D1 Structural Steel Fabrication Inspector $ 97.50 10309 Batch Plant Quality Control TechniciaNlnspector $ 86.00 10325 Glue -Laminated Fabrication Inspector Quotation 10328 Pre -cast concretelPipe Fabrication Inspector $ 97.50 Task Code Non-OestructNe Testing PersonnN Rate 10401 NDE Ultrasonic Testing Technician $ 101.50 10403 NDE Magnetic Particle Testing Technician $ 101.50 10405 NDE Dye Penetrant Testing Technician $ 101.50 10305 Combination NDE Technician/Welding Inspector $ 101.50 10409 Radiographic Testing farm of 2) $ 288.00 10020 NDE Engineer $ 160.00 Task Code Equipment Usa a(Dally Unless Ofberwtse Noted) Rate 95318 Skidmore $ 40,00 95309 Torque Wrench, Small $ 15.00 95312 Torque Wrench, Large $ 25.00 95315 Torque Multiplier $ 40.00 95321 Air Meter $ 20.00 95324 Brass Mold $ 20.00 95343 Nuclear Gauge (Per Hour) $ 6.00 95333 Pull Test Equipment $ 60)00 95348 Concrele/Asphalt Coring Equipment(Per hour) $ 12D.00 95327 Pachometer $ 55.00 95336 Floor Flatness( Dipstick) $ 45.00 95330 Schmidt Hammer $ 20.00 95341 Vapor Emission Test Kits $ 30.00 95342 Relative Humidity Probe $ 45.00 95339 UPV (Ultrasonic Pulse Velocity) Meter $ 280.00 95351 Fireproofing AdheslonlCohesion (Per Test) $ 20.00 95300 A Scan Ultrasonic Equipment and Consumables $ 65.00 95303 Magnetic Panicle Equipment and Consumables $ 30.00 95306 Liquid Penetrant Consumables $ 25.00 95307 Phased Array Ultrasonic Equipment (Per Hour) $ 50.00 95347 Ground Penetrating Radar (Per Hour) $ 50.00 95345 Impact Echo $ 280,00 95359 California Pavement Profilograph (Per Hour) $ 115.00 95349 Inertial Profiler (Per Hour) $ 250.00 95357 Project Dedicated Vehicle $ 100.00 Task Code Specimen Pick -Up _ Rate 20102 _ _ Standard Sample: Concrete Cylinders (Each) $ 15.00 20101 Standard Sample: Mortar/Grout Cubes and Cores, $ 15.00 Fireproofing. Rebar, and Epoxy Prisms (Each) 20103/ Oversize Sample: Masonry Prisms, Shotcrete Panels, $ 29.00 20104 Flexural Beams (Each) 20107 Technician for Specimen Pick -Up Not Listed Above $ 80.00 (Per Hour, 2 -Hour Minimum) 20109 Technician for Specimen Pick -Up Before 5:00 a.m. $ 92.00 or After 5:00 p.m. Monday thru Friday, or All Day Saturday (Per Hour, 2 -Hour Minimum Plus Mileage) Task Code Jobsite Traller, Mobile or On-site Laboratory Rate 95360 Mobile laboratory for rapid set concrete $ 375.00 (per shift not exceeding 12 hours) All others by quotation J Twining I City of Santa Clarita 17 Task Code Concrete Tests (Field Made Specimens) Rate 20201 6"x12"or4"x8" Cylinder. Compression Strength $ 25.00 Task Chemical Analysis and Petrographic (ASTM C39) Code Examination Of Concrete, continued Rata 20203 Density of Structural Lightweight Concrete $ 75.00 80126 Chemical Analysis for Water Soluble Chlorides $ 130.D0 Equilibrium or Oven Dry Method (ASTM C667) (ASTM C1218) (includes sample prep) 20205 Core Compression including Trimming (ASTM C42) $ 55.00 80123 Chemical Analysis for Acid Soluble Chlorides $ 140.00 (ASTM C1152) (includes sample prep) 20207 6" x 6" x 18" Flexural Beams Not Exceeding $ 70.00 80193 Chloride Diffusion Coeff dent of Cemenbticus $ 2,000.00 Referenced Size (ASTM C78, C293 or CTM 523) Mixtures by Bulk Diffusion (ASTM C1556) 20208 6" x 6" x 30" Flexural Beams (CTM 523) $ 85.00 80129 Petrographic Examination of Hardened Quotation Concrete (ASTM 856) 20209 Splitting Tensile Strength (ASTM 0406) $ 86.00 20211 Modulus of Elasticity Test (ASTM C469) $ 140.00 Task Code Physical and Chemical Analysis of Cement Rate 80003 Rapid Chloride Permeability Test: Cylinders or $ 450.00 80195 Physical Testing and Chemical Analysis of Portland Cement $ 1,000.00 Cares (ASTM C1202) per Standard Requirements (ASTM C150) 80006 Density. Absorption, and Voids In Hardened IS 350.00 80100 Chemical Analysis of Portland Cement per $ 550.00 Concrete (ASTM C642) Standard Requirements (ASTM C150) 40005 Flexural Toughness (ASTM C1609, Formerly $ 700.00 80103 Physical Testing of Portland Cement per $ 550.00 ASTM C1018) Standard Requirements (ASTM C150) 40009 Cuentcient of Thermal Expansion of Concrete $ 500.00 80194 Physical Testing of Type K Cement, Mortar $ 500.00 (CRD 39, AASHTO T336) Expansion (ASTM C806) 80106 Partial Analysis or Specific Physical Tests Quotation Task 80110 Sulfates Resistance of Hydraulic $ 2,000.00 Code Concrete Specimen Preparation Rate Cement (ASTM C1012)-6 Months 20151 Sawing of Specimens (Each) $ 25.00 80111 Sulfates Resistance of Hydraulic $ 2,200.00 Cement (ASTM C1012) - 12 months 20157 Coring of Specimens in Lab (Each) $ 25.00 Task Code Physical and Chemical Analysis of Fly Ash Rate 80140 Chemical Analysis of Fly Ash per $ 650.00 Standard Requirements (ASTM C618) Task 80143 Physical Testing of Fly Ash per Standard Requirements $ 530.00 Code Laboratr� Trial Batch: Concrete, Cement and Mortar Rate (ASTM C618) 30217 Compression Test Cylinders Made and Tested in $ 45.00 80146 Partial Analysis or Specific Physical Tests Quotation Laboratory (ASTM C192, C35) 30219 6" x 6" x 18" Flexural Beams Made and Tested in $ 85.00 80147 Chemical Analysis and Physical Testing of Fly Ash per $ 1,000.00 Laboratory (ASTM C192, C78) Standard Requirements (ASTM C1618) 30221 6" x 6" x 30" Flexural Beams Made and Tested in $ 95.00 Laboratory (ASTM C192, C293) 30223 Splitting Tensile Strength Cylinders Made and Tested in $ 100.00 Task Laboratory (ASTM C192, C496) Code Physical Testing of Chemical Admixtures for Concrete Rate 30225 Modulus of Elasticity Test Cylinders Made and Tested in $ 156.00 80196 Qualification of Admixture per ASTM C494 Quotation t Laboratory (ASTM C192, C469) 30227 Density of Structural Lightweight Concrete Made in the $ 86.00 Task Laboratory, Equilibrium or Oven Dry Method (ASTM C567) Code Soils and Aggregate Tests Rate 30201 Laboratory Trial Batch (ASTM C192) $ 450.00 30503 Abrasion: LA Rattler (ASTM C1 31) $ 185.00 30203 Laboratory Trial Batch: Packaged Dry Concrete $ 800.00 30505 Abrasion: LA Rattler (ASTM C535) $ 195.00 I Including Verification of Slump, Air Content, Plastic Unit Weight, Six Cylinders far Compressive Strength (ASTM C387 and C192) 30205 Drying Shrinkage Up to 28 Days: Three 3" x 3" or $ 450.00 70301 At[erberg Limits/Plasticity index (ASTM 04318, CTM204) $ 750.00 4" x 4" Bars, Five Readings up to 28 Dry Days (ASTM C157) 30230 Additional Reading, Per Set of Three Bars $ 45.00 70303 California Bearing Ratio Excluding Maximum Density $ 550.00 ' (ASTM 131883): Soil 30231 Storage over Ninety (90) Days, Per Set of $ 30.00 70304 Cal#omia Bearing Ratio Excluding Maximum Density $ 650.00 i Three Bars, Per Month (ASTM D1883): Cemenl-Treated Soil 30207 Setting Time Up to 7 Hours (ASTM C403) $ 125.00 7D344 Cement -Treated Sail/Base Mix Design: includes three trial $ 3,000.00 cement contents with three unconfined compressive strength specimens per cement content 30209 Bleeding (ASTM C232) $ 125.00 70305 Chloride and Sulfate Content (CTM 417, CTM 422) $ 130.00 30229 Concrete Restrained Expansion (ASTM C878) $ 475.00 30403 Clay Lumps and Friable Particles (ASTM C142) $ 175.00 30211 Mix, Make and Test Mortar or Grout Specimens for $ 400.00 30321 Cleanness Value: 1"x #4 (CTM 227) $ 175.00 / Compressive Strength: Set of 6 (ASTM C109, C942) 20263 Non -Shrink Grout: Height Change after Final $ 450.00 30322 Cleanness Value: 1.5" x.75" (CTM 227) $ 275.00 t t Set (ASTM C1090) 20265 Non -Shrink Grout: Height Change at Early $ 700.00 70393 Collapse Potential/index(ASTM D5333) $ 175.00 y Age (ASTM C827) 30232 Cracking Resistance, Set of Three Rings, $ 4.000.00 TD396 Compressive Strength of Molded Soil -Cement $ 105.00 Laboratory Trial Batching, Test Until Cracking or Cylinders (ASTM D1633) up to 28 Days (ASTM 1587) 30233 Evaluation of Pre -Packaged Masonry Mortars $ 1,100.00 70309 Consolidation Test: Full Cycle (ASTM 2435, CTM 219) $ 195.00 " (ASTM C270) 70311 Consolidation Test: Time Rale per Load Increment $ 45.00 (ASTM D2435, CTM 219) Task Chemical Analysis and Petrographic 70313 Comosivity Series: Sulfate, Cl, pH, Resistivity $ 245.00 f Code Examination of Concrete Rate (CTM 643, 417, and 422) 80120 Chemical Analysis for Water Soluble Sulfates $ 130.00 70315 Crushed/Fractured Particles (ASTM D5821, CTM 205) $ 175.00 (ASTM C114) (includes sample prep) 70317 Direct Shear Test: Remolded and/or Residual $ 245.00 } (ASTM D3080) J /wining I City of Santa Clarita Task Code Solis and Aggregate Tests continued Rate Task Code Soils and Aggregate Tests, continued Rata 70319 Direct Shear Test: Undisturbed - Slow ICD1(ASTM 03080) $ 225,00 3W17 Unit Weight Per Cubic Foot (ASTM C29, CTM 212) $ 125.00 70321 Dlreci Shear Test: Undisturbed! - Fast IC U] (ASTM O3D80) $ 195,00 30319 Vcitls in Aggregate with Known Specific Gravity $ 125.00 (ASTM C29, CTM 212) 90378 Durability Index: Per Method -A,B,C, or $ 210U0 (CTM 229, ASTM 03744) 70325 Expansion Index (ASTM D4829, UBC 18-2) $ 170.00 Task Code Asphalt Concrete Tests Rate 75004 Fine Aggregate Angularity $ 185.00 75031 HMA Mixing and Preparation $ 125.00 (AASHTO T304, ASTM 01252, CTM 234) 30507 Flat and Elongated Pal (ASTM D4791) $ 225.00 75032 HMA Mixing and Preparation with Aggregate Treatment $ 175.00 30508 Flat or Elongated Panicle (ASTM D4791) $ 195,00 75033 Bulk Specific Gravity of Compacted Semple or $ WOO Core: SSD (CTM 308C and ASTM D2726) 70331 Maximum Density: Methods AJWC 8 190.00 75036 Bulk Specific Gravity of Compacted Sample or $ 75.00 (ASTM D1557, D698, CTM 216) Core: Parafn Coated (CTM WSA and ASTM 01180) 70333 Maximum Density: Check Point $ 65.00 75040 Emulsion Residue, Evaporation (ASTM D244) $ 150.00 (ASTM D1557, 0698) 70335 Maximum Density: AASHTO C [Modified] it 195.00 75024 Extraction: % Bitumen (CTM 382, ASTM D6W7) $ 160.00 (AASHTO T-180) 70337 Moisture Content (ASTM D2216,CTM 226) $ 25.00 75027 Extraction: % Bitumen and Gradation (CTM 382, $ 205.00 CTM 202, ASTM D6307, ASTM D5444) l 70339 Moisture and Density: Ring Semple (ASTM D2937) $ 30.00 7502B Extraction: is, Bitumen, Correction Factor It 325.00 (CTM 382, ASTM D6307) 70341 Moisture and Density: Shelby Tube Semple $ 40.00 75030 Chemical Extraction: %Bitumen and Sieve Analysis $ 245.00 (ASTM D2937) (ASTM D2172 Method A or B, ASTM Dfi 1 ) 70340 Moisture -Density Relations of Soil -Cement $ 275.00 75042 Lab Tested Maximum Density: Hveem, 3 briquettes it 205.00 Mixtures Premixed in the Field (ASTM D559) (CTM 304, CTM 308, ASTM D1561, ASTM D1188) 70M2 Moisture -Density Relations W Soil -Cement Mixtures $ 350.00 75057 Hveem Slabilomaler Test, Premixed, 3 briquettes $ 20500 Mixed In the Lab (ASTM DOSS) (CTM 304, CTM 366, ASTM 01560, ASTM 01561) 30401 Organic Impunfies (ASTM C40, CTM 213) $ 9D.OD 75048 Lab Tested Maximum Density: Marshall, It 205.D0 3 briquettes (ASTM 06926,ASTM D2726) 70343 Permeability (ASTM D5D84) Quotation 75049 Lab Tested Maximum Density: Marshall $ 215,00 S' Specimen, 3 briquettes (ASTM 05581, ASTM D2726) 80001 Potential Reactri Chemical Method (ASTM C2119) $ 475.00 75050 Lab Tested Maximum Density: Superpave Gyratory $ 75.00 Compacted Briquette, SSD, 1 briquette (ASTM Dfai ASTM D2726) 70394 Potential Reactivity: Mortar Bar Expansion Method, $ 750.00 75052 Lab Tested Maximum Density: Superpose Gyratory $ 85.00 14Day, Exposure (ASTM C1260) Compacted Briquette, Pandin, 1 briquette (ASTM 06925, ASTM D1188) 70391 Potential Reactivity: Mortar Bar Expansion Method, $ 600.00 75051 Maximum Theoretical Specific Gravity [RICE] it 155.00 28 -Day Exposure (ASTM 01260) (CTM 306 ASTM D2041) 70390 Potential Real Concrete Bar Expansion, $ 2,400.00 75066 Marshall Stability and Flow, Cored Semple, each It 750D Method (ASTM 01293), 12 month (ASTM 06927) 70399 Potential Reactivity Concrete Bar Expansion, It 2,600,00 75069 Marshall Stability and Flow. Premised, 3 briquettes $ 20500 Method (ASTM C1293),24 month (ASTM 06928, ASTM D8927) 70397 Potential Reactivity of Aggregate Combination, It 900.00 75105 Marshall Stability and Flow, Gyratory Compacted $ 225X0 14 Day Exposure, Manor (ASTM C1567) Specimen Pre -Mixed, 3 briquettes (ASTM D5925, ASTM D5581) 70392 Potential Reactivity of Aggregate Combination, $ 950.00 75107 Marshall Stability and Flow 6" Specimen, Premixed, $ 215.00 " 28 -Day Exposure, Mortar (ASTM Cl 567) 3 bnquettes (ASTM D5581) 70MS R -Value: Soil (ASTM 2844, CTM WI) $ 375.00 75063 Moisture Content (CTM 370) $ 85.00 70347 R -Value: Aggregate Base (ASTM 02844, CTM 301) $ 410.00 75005 Wet Track Abrasion Test (ASTM D3910) $ 150.00 70349 Sand Equivalent (ASTM 02419, CTM 217) $ 125.00 75093 Hveem Mix Design (Excluding Aggregate Quality Tests) $ 3,000.00 70351 Sieve *200 vVash Only (ASTM D1140. CTM 202) $ 90.00 75096 Hveem Mix Design, with RAP (Excluding Aggregate $ 3,300.00 Quality Tests. RAP Qualification) 70353 Sieve with Hydrometer: 3W Gravel to Clay (ASTM D422, CTM $ 250.00 75099 Hveem Mix Design, with Lime (Excluding Aggregate $ 3,550.00 203) Quality Tests) 70355 Sieve with Hydrometer: Sand to Olay (ASTM D422, CTM 203) $ 240.00 75094 Hveem Mx Design Caltrans Untreated Mix $ 4,200.00 (Including Aggregate Quality Tests) 70357 Sieve Analysis Including Wash (ASTM C136, CTM 202) $ 150.00 75095 Hveem Mix Design Cairene Lime Treated Mix It 4,300X0 (Including Aggregate Quality Tests) 70359 Sieve Analysis Wilson Wash (ASTM C136 CTM 202) $ 120.00 75084 Marshall Mix Design (Excluding Aggregate Quality Tests) $ 3,0WOO 70350 Sieve Analysis: Split Sieve (ASTM 0136, CTM 202) $ 240.00 75087 Marshall MIX Design with RAP (Excluding Aggregate $ 3,30000 Quality Tests) 7D361 Sieve Analysis Without Wash: Wth Cobbles it 235.00 75090 Marshall Mix Design with Lime (Excluding Aggregate It 3,550.00 (ASTM C136. CTM 202) Quality Tests) 70363 Soundness: Sodium or Magnesium Sulfate, It 450.00 75083 Open Grade Asphalt Concrete Mix Design $ 1,350.00 5 Cycles (ASTM COB) (CTM 368, ASTM D7064) 70385 Specific Gravity and Absorption: Coarse it 100.00 75109 Supereave Mix Design (Excluding Aggregate Quality Tests) $ 4,770.00 (ASTM 0127, CTM 206) 70367 Specific Gravity and Absorption: Fine $ 18500 75113 Superpave Mix Design, "Or RAP It 6,090.00 (ASTM C128, CTM 207) (Excluding Aggregate Quality Tests) 70369 Swel9Setllemenl Potential: One Dimensional $ 105.00 75114 Superpave M& Design, with Rubber $ 6200.00 (ASTM 04546) (Excluding Aggregate Quality Tests) 70371 Triaxial Quotation 70373 Unconfined Compression (ASTM D2166, CTM 221) $ 135X0 Twining I City of Santa Clarita 19 Task Task Concrete Roof Fill: Gypsum, Vermiculite, Parties, Cotle Asphalt Concrete Tests, continued Rab Code Ught isM Insulating Coronets, Etc. Rafe 75115 Superoave Mix Design, wish Additives $ 5,590,00 20311 Compression Test (ASTM 0495 and C472) $ 40.00 (Excluding Aggregate Quality Tests) 75076 Effect of Moisture on Asphalt Paving Mixtures, Pia-Mixed $ 900.00 20373 Air Dry Density (A6TM C472) it 30.00 (PASHTO T2M, ASTM D48(i7) 75111 Hamburg Wheel Trade Teat, 20,000 passes, 4 briquettes $ 1,000.00 2D379 Oven Dry Density (ASTM C495) It 55.00 (AASHTO T324) 75WO Raveling Test of Cold Mixed Emulsified Asphalt $ 200.0 Task (ASTM D719W) Code Relnteroing Steel. ASTM A616, A706 Rab 75087 Marshall Stability, vert sat, 3 replicates (AASHTO T 245) $ 326.00 20501 Tensile Test: Is 11 or Smaller $ 45.00 75068 Marshall Stability, dry set, 3 replicates (AASHTO T 245) $ 275.00 20503 Bend Test: # 11 or Smaller $ 40,00 75070 Cold Recycled Asphalt Mix Design: 2 gratitude each, 3 emulsion $ 9,50400 20504 Bend Test#14 or#18 $ 300.0 content (Caltrans LP-8) 205M Tensile Test: #14 $ 200,00 20507 Tensile Test: #18 It 300.00 Task Code Brick Masonry Tests ASTM C67 Rats 20301 Modulus of Rupture. Flexural (5 Required Far ASTM) $ 45.00 Task Code Reinforcing Stool - Wolded or Coupled Specimens Rab 20303 Compression Strength (3 Required Par ASTM) S 45.00 _ 20521 Tensile Ter Wotletl/Goupletl #11 arM Scatter$ _ 85.00 Z 20308 Abwrpgcn: 5 How or 24 Hour (5 Required) 6 50.0 20523 Tensile Test. Welded/Coupled $ 226.00 20307 Absorption (Boil): 1, 2 or 5 Hours (5 Required) j 60 00 20025 Tensee Tars WMdedlCoupled #16 $ 325.00 20309 Initial Rale W Absorption (5 Required) j 40.00 20529 Weld Macroetch $ 70-M 1 20311 Efflorescence (5 Required) j 50.00 20531 Slippage Test - Canners (CTM 670) $ 180.00 20313 Cores: Compression 6 55.00 20315 Shear Teat on Brick Cores: 2 Few$ 6 60.00 Task Metal and Steel Testing Rab_ -Code 20601 _ Tensile Strength: Up to 100K Pounds (Eads) $ 65.00 Task 20603 Tensile Strength: Up to 200K Pounds (Each) $ 65.00 Code Concrete Block, ASTM C140 20321 _Rate Compression (3 Required Per ASTM) $ 60M 20605 Tensile Strength: Up b 300K Pounds (Each) $ 75.00 20323 Abwmlbn#doisWte Content/Oven Dry Durally it BOW 20807 Tenago Strength: Up l0 400K Pounds (Each) $ 125,00 (3 Required Per ASTM) M327 Linear Shrinkage (ASTM C426) It 20D.00 WKS Tensile Strength. 400K to WOK Pounds (Each) $ 300.00 20335 Web and Face Shell Measurements $ 40.0 20811 Tensile Strength: Stress-Stain Percent Offset $ 150.00 20329 Tension Test $ 1Most 20545 Mid: Macroetch $ 70.00 20W1 Core Compression $ 55.00 20547 Wein: Fracture $ 30.00 20333 Shear Test W Masonry Cores: 2 Faces $ 75.0 20815 Band Tem $ 46.00 20339 Efflorescence Tests (3 Required) $ 40.00 M817 Flattening Test $ 55.0 20619 Brinnel and Rockwell Hardness Test Is 75.00 (ASTM E18) (Par Test) Task 20630 Bolt Mist Tensile Test (Up to 7M8' diameter) $ 40.00 Code Masonry Prisms ASTM C1314 _ Rate 20341-- Compression Test: Composite Masonry $ 165.00 20631 Boll: Wedge Tensile Test (Up to 7/8" diameter) $ 55.00 Prisms Up To B" x 16" 20343 Compression Test: Composite Masonry $ 245.OD 20832 Bolt Axial Tensile Test (Greater man 7/6" up to 1"diameter) $ BOOD Prisms Larger Than e" x 16" 20M6 Prism Cord Modulus of Elasticity $ 525.0 20833 Bolt: Waage Tensile Test (Greater than 7/6" $ 75.00 up to i" diameter) 20397 Priam Cord Modulus of Elasticity with Transverse $ 630.00 20634 Bolt: Axial Tensile Test (Greater then 1"diameter) Ouotelkm Stain (for double-wylhe specimen) 20W5 Bog: Wedge Tensile Test (Greater man 1"diameter) Quotation Task 20638 Bolt Proof Load Tam (Up to 7/6") $ 65.00 Code Mortar and Grout Rate W351 Compression: 2" x 4" Morar Cylinders (ASTM C780) $ 4000 2MG7 Bolt Proof Lead Test (Greater than AB" up to 1"diameter) $ 85.00 M353 Compression: 3" x 3" x W Grout Prisms, $ 3200 10838 got Proof Load Test (Greater then 1") Quotation Includes Trmming(ASTM C1 IS) ` 20355 Compression: 2" Cubes (ASTM C109) $ 3500 20639 Nut: Proof Load Test (Up to 7/6") $ 45.00 20357 Compression: Cores (ASTM C42) $ 5500 20MO Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) It 85.00 20841 Nut: Proof Load Test (Greater than 1") Quotation Task Task Cede M afY S►wknan Preparation Rate Code Chemical Testing, of Metal and Steel Rab 20155 - Cutting of Cubes or Prisma $ 50.00 80170 _ Steel Chemical Analysts $ 135,00 80173 Weight of Galvanized Coming (ASTM A90) S 75.00 Task / Code Fireproofing Tests Rate 20401 _ Oven Dry Cammy (Per Sample) (ASTM E605) _ $ 65.00 Twining I City of Santa Clarita 20 Task Code Ounite and Shotem a Tests Rale 20361 Core Compression Including Trimming (ASTM C42) $ 55.00 20363 Compression: 6" z 12" Cylinders $ 25.00 20365 Compression: Cubes (Includes Saw Cutting) $ 74.00 Task Machining and Preparation of Tensile and Bend Cole Code Sample: Carbon Steel 20706 Rale 20751 Machinist: Initial Preparation from Mock-up, Etc. $ 90.00 20707 (Per Hour) 250.00 20753 Sawcut to Overall Width (Per 0.5" Thickness or $ 45.00 20755 Machine to Test Configuration: Milled Specimens $ 60.00 Task (Per 0.5" Thickness or Fraction Thereof) $ Code 20757 Machine to Test Configuration: Turned Specimens $ 120.00 Quotation (Per 0.5" Thickness or Fraction Thereof) Quotation 20759 Prepare Subsize Specimens (Per 0.5" Thickness $ 75.00 or Fraction Thereof) Task Cole "neer Marix Conip,osAL Malec all (Flberwrapl Rate 20706 Tensile Strength– Set of 5 SpecimenslbatcNdirection $ 1,35D.00 Coding and Milling (Per 0.5" or Fraction Thereafter) (ASTM D3039) 75.00 20707 Tensile Strength– Additional Specimens $ 250.00 (ASTM D3039) Final Machining to Sample Configuration 20708 Heating Chamber Time – Per 24 hr period $ 65.00 Prestressing Wires and Tendons, ASTM A41 f (ASTM D3039) - Rate Task .,.—.. Stress -Strain Analysis: Wire or Strands $ Code Calibration Services and Universal Machine Usage Rate 20801 Calibration/Verifcation Services Quotation 20803 Universal Test Machine Usage (Per Hour) Ceramic Tile Testing Division The Ceramic Tile Institute of America (CTIDA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request. Cyclic and Fatigue Testing Programs on Special Products/Pans Task Engineering and Technical supports/Design of Prototypes and Special Code Charpy Impact Rale Test Set -Up 20621 Charpy Impact Ambient Temperature, per sample $ 85.00 Fastener/Coupling Full Testing Program Per New Regulations: Tension, (Average of 3 Samples Typically Required) Tension/Bend, Shear, Double Shear, 8 Compressions 20623 Charpy Impact Reduced Temperature. per sample $ 105.00 Fiberglass/Composite Materials Field Testing Program (ASTM D4065, (Average of 3 Samples Typically Required) D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732) Task Code Machining of Charpy Samples: Carbon Steel Rate 20780 Coding and Milling (Per 0.5" or Fraction Thereafter) $ 75.00 (Average of 3 Samples Typically Required) 20783 Final Machining to Sample Configuration $ 85.00 Task Prestressing Wires and Tendons, ASTM A41 f - Rate _s 20701 .,.—.. Stress -Strain Analysis: Wire or Strands $ 130.00 20703 Tensile Test Only $ 105.00 20705 Tendons Quotation General Conditions Field Testing of Structures and Structural Elemems In -Place Shear Testing Materials and/or Product Evaluation Per Specifications Structural Dynamic Testing and Durability Analysis $ 275:00 Quotation Quotation Quotation Quotation Quotation Quotation Quotation Quotation NOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 12 NOTE: A minimum of 24 hours notice is required for testing and Inspection services. Administrative Fees Note that hard coples of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will be Increased by 1% if additional hard copies of reports are requested. Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis; 2 -Hour Minimum: Inspector arrives at jobsite, no work to perform. 0.Hour Minimum: 1 to 4 hours of inspection 6 -Hour Minimum: Over 4 to 8 hours of inspection Regular Time The first 8 hours worked Monday through Friday between 5:00 a.m. and 5:00 pm. Time and One -Half (All Types of Inspection) All shifts will be billed based on the time and dale of their start. Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday. Time and one-half will also be charged for any time before 5:00 a.m. and after 5:00 p.m. Double Time (All Types of Inspection) All shifts will be billed based on the time and date of their start. After the first 12 hours worked Monday through Saturday, all day Sunday, holidays, and the first Saturday following the first Friday in June and December. Holidays are New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving, and Christmas Day, Meal Period When personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal penod,one half hour at double time rate will be charged in addition to any applicable overtime for actual hours worked. Shift Differential (Applies to Regularly Scheduled Shifts Only) A $100 por hour shift differential premium will be charged for all Inspection hours that fall outside of the 5:00 a.m. to 5:00 p.m. time period. Twining will require 48-hour notice prior to beginning a shift that will include hours falling outside this time period. Should this notice not be provided, all work performed on that shift will be billed at the overtime rate. If three shift per day are required, the first shift will be billed at the standard rate. The second shift shall be billed in accordance with the previous paragraph. The third shift shall be billed at 8 hours for the first B 112 hours worked and overtime for all hours thereafter. Twining I City of Santa Clarita 21 General Conditions, continued Travel Time and Mileage For projects outside a 50 -mile radius from the nearest Twining facility, $ 0.70 per excess mile to and from the project will be charged for Inspectors and technicians. Other than small tools, whenever project related equipment is required to be transported to and from the project site, time and mileage for inspectors and field technicians will be billed on a portal to portal basis. For all projects, our per mile rate and applicable travel time will be charged portal to portal for engineers, consultants, supervisors, and laboratory technicians from the laboratory to the project site and return. For work locations located 100 miles or more from Twining, travel time will be charged at the relevant rate for inspectors and technicians in addition to a subsistence allowance. Saturday Sample Pick -Ups In order to be in strict conformance with testing standards, it may be required that Saturday pick-ups be performed (e.g. concrete specimens cast on Friday must be picked up on Saturday in order to be in conformance with ASTM C31 requiring specimens to be moved to their final curing location within 48 hours of casting.) Applicable charges for Saturday work will apply when this is required. Should these charges not be authorized then Twining will not be responsible for any negative consequences. Reimbursable Expenses Parking, air fare, car rental, food and lodging, eta will be charged at well plus 15% per processed Invoice, unless provided by client. Project Specific Documents Costs presented assume that clantwill provide project specific documents (plans, specifications, submittals, RFIs, etc.) for all inspection personnel. Should project speck documents be provided electronically through a for fee service. the client will be responsible for providing access and paying any fees for the service. Project Site Facilities Prices quoted assume that initial curing facilities for test samples that comply with relevant test standards and project requirements and desk space for inspection staffers provided by others. Additional costs will apply should Twining be required to provide such /scililies Subsistence Subsistence on remote jobs will be charged per quotation. Laboratory Testing Hours Please note that laboratory testing will be billed on an hourly basis for non-standard tests. If testing is required to be performed on Saturdays, Sundays, holidays. or before 5:30 a.m. or after 4:00 p.m. on weekdays, an additional hourly charge with a minimum of one hour will be applied for the laboratory technician. 1.5 x regular test rate will be charged for rush testing. Charges for Subcontracted Services Material sent to outside laboratory for testing: Cost plus 20% Material sent to outside fabricator or machine shop: Cost plus 20% Glu -Lam beam inspection: Cost plus 20% Other subcontractors: Cost plus 2D% Project exclusive equipment purchase: Cost plus 20% Limit of Liability Client agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to $50,000.00 or the fees actually paid to Twining, whichever amount is greater. Higher limits may be available by quotation. Certified Payroll Certified payroll will be provided, upon request, at an additional charge of $100.007month. Final Reports Required by Jurisdiction Its final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approval by the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the Issues. Cost for final reports will be billed hourly. Terms of Payment Fees charged are for professional and technical services and are due upon presentation. charge of 1%% per month will be added to the unpaid balance (APR 18%). A 3% fee will be applied for payments processed by credit card. If not paid within 30 days from date of Invoice, they are considered past due and a finance All Invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice. Thereafter, customer acknowledges invoices are correct and valid. Twining reserves the right to terminate its services to a customer without notice if all invoices are not current. Upon such termination of services, the entire amount accrued for all services performed shall immediately become due and payable. Customer waives any and all claims against Twining, its subsidiaries, affiliates, servants and agents for termination of work on account of these terms. In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non -prevailing party all reasonable costs incurred, Including staff time, court costs, attorneys fees and all other related expenses in such litigation. Additionally, in the event of a non -adjudicative settlement of litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party. Specimen Disposal Specimens will be discarded after testing unless Twining has been notified priorto testing that the customer wishes to retrieve the specimens or storage arrangements are made. Oversize Specimens An extra charge will be made when test specimens require more than one person to handle due to size or weight. Twining I City of Santa Clarita 22