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HomeMy WebLinkAboutS_Final Bond Quantity Worksheet1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date Prepared: Name:PE Registration No:Firm Name:Firm Address:Phone No.Email Address:Project Name: Project Owner:CED Plan # (LUA): Phone:CED Permit # (C):Address: Site Address:Street Intersection: Addt'l Project Owner:Parcel #(s): Phone:Address: Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:NOWater Service Provided by:If Yes, Provide Forest Practice Permit #:Sewer Service Provided by: 425-226-7920Renton, WA 98055Todd and Polly Gardner4512 Talbot Rd4512 Talbot RdTalbot Road S and S 45th PlaceC190005266Swanson Gardner Meyer Office Phase 23123059069LUA19-000169Abbreviated Legal Description: W 1/2 OF N 5.50 AC OF S 20 AC OF SE 1/4 OF NE 1/4 LESS CO RD LESS POR RNG S 00-21-10 W FRM PT 481 FT W OF NE CORProject Phase 1smurata@coredesigninc.comSheri Murata41846Core Design Inc.12100 NE 195th St, Suite #300, Bothell, WA 98011425.885.7877SITE IMPROVEMENT BOND QUANTITY WORKSHEETPROJECT INFORMATIONCITY OF RENTONCITY OF RENTONEngineer Stamp Required (all cost estimates must have original wet stamp and signature)Clearing and Grading Utility ProvidersN/AProject Location and Description Project Owner Information11/25/2024Prepared by:PROJECT CLOSEOUTPage 1 of 13Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 10.1%Total Estimated Construction CostsEA + B + C + D64,339.80$ Estimated Civil Construction Permit - Construction Costs2Stormwater (Drainage)C3,031.05$ As outlined in City Ordinance No. 4345, 50% of the plan review and inspection fees are to be paid at Permit Submittal. The balance is due at Permit Issuance. Significant changes or additional review cycles (beyond 3 cycles) during the review process may result in adjustments to the final review fees.Roadway (Erosion Control + Transportation)D56,772.62$ WaterA-$ Wastewater (Sanitary Sewer)B4,536.12$ 2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:1 Select the current project status/phase from the following options: For Approval - Preliminary Data Enclosed, pending approval from the City; For Construction - Estimated Data Enclosed, Plans have been approved for contruction by the City; Project Closeout - Final Costs and Quantities Enclosed for Project Close-out SubmittalPage 2 of 13Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-17.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.390.00$ Each Catch Basin ProtectionESC-3145.00$ Each3435.00Crushed surfacing 1 1/4" minusESC-4WSDOT 9-03.9(3)110.00$ CY DitchingESC-510.50$ CY Excavation-bulkESC-62.30$ CY Fence, siltESC-7SWDM 5.4.3.15.00$ LF2591,295.00Fence, Temporary (NGPE)ESC-81.75$ LF Geotextile FabricESC-93.00$ SY Hay Bale Silt TrapESC-100.60$ Each HydroseedingESC-11SWDM 5.4.2.40.90$ SY Interceptor Swale / DikeESC-121.15$ LF Jute MeshESC-13SWDM 5.4.2.24.00$ SY Level SpreaderESC-142.00$ LF Mulch, by hand, straw, 3" deepESC-15SWDM 5.4.2.12.90$ SY Mulch, by machine, straw, 2" deepESC-16SWDM 5.4.2.12.30$ SY Piping, temporary, CPP, 6"ESC-1713.75$ LF Piping, temporary, CPP, 8"ESC-1816.00$ LF Piping, temporary, CPP, 12"ESC-1920.50$ LF Plastic covering, 6mm thick, sandbaggedESC-20SWDM 5.4.2.34.60$ SY Rip Rap, machine placed; slopesESC-21WSDOT 9-13.1(2)51.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22SWDM 5.4.4.12,050.00$ Each Rock Construction Entrance, 100'x15'x1'ESC-23SWDM 5.4.4.13,675.00$ Each Sediment pond riser assemblyESC-24SWDM 5.4.5.22,525.00$ Each Sediment trap, 5' high berm ESC-25SWDM 5.4.5.122.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26SWDM 5.4.5.180.00$ LF Seeding, by handESC-27SWDM 5.4.2.41.15$ SY Sodding, 1" deep, level groundESC-28SWDM 5.4.2.59.20$ SY Sodding, 1" deep, sloped groundESC-29SWDM 5.4.2.511.50$ SY TESC SupervisorESC-30125.00$ HR Water truck, dust controlESC-31SWDM 5.4.7160.00$ HR UnitReference #PriceUnitQuantity Cost EROSION/SEDIMENT SUBTOTAL:1,730.00SALES TAX @ 10.1%174.73EROSION/SEDIMENT TOTAL:1,904.73(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE-IN-ITEMS Page 3 of 13Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostGENERAL ITEMS Backfill & Compaction- embankmentGI-17.00$ CYBackfill & Compaction- trenchGI-210.25$ CYClear/Remove Brush, by hand (SY)GI-31.15$ SYBollards - fixedGI-4275.00$ EachBollards - removableGI-5520.00$ EachClearing/Grubbing/Tree RemovalGI-611,475.00$ AcreExcavation - bulkGI-72.30$ CYExcavation - TrenchGI-85.75$ CYFencing, cedar, 6' highGI-923.00$ LFFencing, chain link, 4'GI-1044.00$ LFFencing, chain link, vinyl coated, 6' highGI-1123.00$ LFFencing, chain link, gate, vinyl coated, 20' GI-121,600.00$ EachFill & compact - common barrowGI-1328.75$ CYFill & compact - gravel baseGI-1431.00$ CYFill & compact - screened topsoilGI-1544.75$ CYGabion, 12" deep, stone filled mesh GI-1674.50$ SYGabion, 18" deep, stone filled mesh GI-17103.25$ SYGabion, 36" deep, stone filled meshGI-18172.00$ SYGrading, fine, by handGI-192.90$ SYGrading, fine, with graderGI-202.30$ SYMonuments, 3' LongGI-211,025.00$ EachSensitive Areas SignGI-228.00$ EachSodding, 1" deep, sloped groundGI-239.25$ SYSurveying, line & gradeGI-24975.00$ DaySurveying, lot location/linesGI-252,050.00$ AcreTopsoil Type A (imported)GI-2632.75$ CYTraffic control crew ( 2 flaggers )GI-27137.75$ HRTrail, 4" chipped woodGI-289.15$ SYTrail, 4" crushed cinderGI-2910.25$ SYTrail, 4" top courseGI-3013.75$ SYConduit, 2"GI-315.75$ LFWall, retaining, concreteGI-3263.00$ SFWall, rockeryGI-3317.25$ SFSUBTOTAL THIS PAGE:(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 4 of 13Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000syRI-134.50$ SY55319,078.50AC Grinding, 4' wide machine 1000-2000syRI-218.25$ SYAC Grinding, 4' wide machine > 2000syRI-311.50$ SYAC Removal/DisposalRI-440.00$ SYBarricade, Type III ( Permanent )RI-564.25$ LFGuard RailRI-634.50$ LFCurb & Gutter, rolledRI-719.50$ LFCurb & Gutter, verticalRI-814.25$ LF1702,422.50Curb and Gutter, demolition and disposalRI-920.50$ LFCurb, extruded asphaltRI-106.25$ LFCurb, extruded concreteRI-118.00$ LF17136.00Sawcut, asphalt, 3" depthRI-123.00$ LF318954.00Sawcut, concrete, per 1" depthRI-135.00$ LFSealant, asphaltRI-142.25$ LFShoulder, gravel, 4" thickRI-1517.25$ SYSidewalk, 4" thickRI-1643.50$ SY10.7465.45391,696.50Sidewalk, 4" thick, demolition and disposalRI-1737.00$ SY10.7395.90Sidewalk, 5" thickRI-1847.00$ SY21987.00Sidewalk, 5" thick, demolition and disposalRI-1946.00$ SYSign, Handicap RI-2097.00$ EachStriping, per stallRI-218.00$ EachStriping, thermoplastic, ( for crosswalk )RI-223.50$ SFStriping, 4" reflectorized lineRI-230.55$ LFAdditional 2.5" Crushed SurfacingRI-244.15$ SYHMA 1/2" Overlay 1.5" RI-2516.00$ SYHMA 1/2" Overlay 2"RI-2620.75$ SY55311,474.75HMA Road, 2", 4" rock, First 2500 SYRI-2732.25$ SYHMA Road, 2", 4" rock, Qty. over 2500SYRI-2824.00$ SYHMA Road, 4", 6" rock, First 2500 SYRI-2951.75$ SYHMA Road, 4", 6" rock, Qty. over 2500 SYRI-3042.50$ SYHMA Road, 4", 4.5" ATBRI-3143.50$ SYGravel Road, 4" rock, First 2500 SYRI-3217.25$ SYGravel Road, 4" rock, Qty. over 2500 SYRI-3311.50$ SYThickened EdgeRI-3410.00$ LFSUBTOTAL THIS PAGE:861.3536,749.25(B)(C)(D)(E)Page 5 of 13Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)PARKING LOT SURFACINGNo.2" AC, 2" top course rock & 4" borrowPL-124.00$ SY2" AC, 1.5" top course & 2.5" base coursePL-232.00$ SY38212,224.004" select borrowPL-35.75$ SY1.5" top course rock & 2.5" base coursePL-416.00$ SYSUBTOTAL PARKING LOT SURFACING:12,224.00(B)(C)(D)(E)LANDSCAPING & VEGETATIONNo.Street TreesLA-1Median LandscapingLA-2Right-of-Way LandscapingLA-3Wetland LandscapingLA-4SUBTOTAL LANDSCAPING & VEGETATION:(B)(C)(D)(E)TRAFFIC & LIGHTINGNo.SignsTR-1Street Light System ( # of Poles)TR-2Traffic SignalTR-3Traffic Signal ModificationTR-4SUBTOTAL TRAFFIC & LIGHTING:(B)(C)(D)(E)WRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:861.3548,973.25SALES TAX @ 10.1%87.004,946.30STREET AND SITE IMPROVEMENTS TOTAL:948.3553,919.55(B)(C)(D)(E)Page 6 of 13Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostDRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.) Access Road, R/DD-130.00$ SY* (CBs include frame and lid)BeehiveD-2103.00$ EachThrough-curb Inlet FrameworkD-3460.00$ EachCB Type ID-41,725.00$ Each11,725.00CB Type ILD-52,000.00$ EachCB Type II, 48" diameterD-63,500.00$ Each for additional depth over 4' D-7550.00$ FTCB Type II, 54" diameterD-84,075.00$ Each for additional depth over 4'D-9570.00$ FTCB Type II, 60" diameterD-104,225.00$ Each for additional depth over 4'D-11690.00$ FTCB Type II, 72" diameterD-126,900.00$ Each for additional depth over 4'D-13975.00$ FTCB Type II, 96" diameterD-1416,000.00$ Each for additional depth over 4'D-151,050.00$ FTTrash Rack, 12"D-16400.00$ EachTrash Rack, 15"D-17470.00$ EachTrash Rack, 18"D-18550.00$ EachTrash Rack, 21"D-19630.00$ EachCleanout, PVC, 4"D-20170.00$ EachCleanout, PVC, 6"D-21195.00$ EachCleanout, PVC, 8"D-22230.00$ EachCulvert, PVC, 4" D-2311.50$ LFCulvert, PVC, 6" D-2415.00$ LF19285.00Culvert, PVC, 8" D-2517.00$ LF29493.00Culvert, PVC, 12" D-2626.00$ LFCulvert, PVC, 15" D-2740.00$ LFCulvert, PVC, 18" D-2847.00$ LFCulvert, PVC, 24"D-2965.00$ LFCulvert, PVC, 30" D-3090.00$ LFCulvert, PVC, 36" D-31150.00$ LFCulvert, CMP, 8"D-3222.00$ LFCulvert, CMP, 12"D-3333.00$ LFSUBTOTAL THIS PAGE:2,503.00(B)(C)(D)(E)Quantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 7 of 13Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, CMP, 15"D-3440.00$ LFCulvert, CMP, 18"D-3547.00$ LFCulvert, CMP, 24"D-3664.00$ LFCulvert, CMP, 30"D-3790.00$ LFCulvert, CMP, 36"D-38150.00$ LFCulvert, CMP, 48"D-39218.00$ LFCulvert, CMP, 60"D-40310.00$ LFCulvert, CMP, 72"D-41400.00$ LFCulvert, Concrete, 8"D-4248.00$ LFCulvert, Concrete, 12"D-4355.00$ LFCulvert, Concrete, 15"D-4489.00$ LFCulvert, Concrete, 18"D-45100.00$ LFCulvert, Concrete, 24"D-46120.00$ LFCulvert, Concrete, 30"D-47145.00$ LFCulvert, Concrete, 36"D-48175.00$ LFCulvert, Concrete, 42"D-49200.00$ LFCulvert, Concrete, 48"D-50235.00$ LFCulvert, CPE Triple Wall, 6" D-5116.00$ LFCulvert, CPE Triple Wall, 8" D-5218.00$ LFCulvert, CPE Triple Wall, 12" D-5327.00$ LFCulvert, CPE Triple Wall, 15" D-5440.00$ LFCulvert, CPE Triple Wall, 18" D-5547.00$ LFCulvert, CPE Triple Wall, 24" D-5664.00$ LFCulvert, CPE Triple Wall, 30" D-5790.00$ LFCulvert, CPE Triple Wall, 36" D-58149.00$ LFCulvert, LCPE, 6"D-5969.00$ LFCulvert, LCPE, 8"D-6083.00$ LFCulvert, LCPE, 12"D-6196.00$ LFCulvert, LCPE, 15"D-62110.00$ LFCulvert, LCPE, 18"D-63124.00$ LFCulvert, LCPE, 24"D-64138.00$ LFCulvert, LCPE, 30"D-65151.00$ LFCulvert, LCPE, 36"D-66165.00$ LFCulvert, LCPE, 48"D-67179.00$ LFCulvert, LCPE, 54"D-68193.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 8 of 13Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, LCPE, 60"D-69206.00$ LFCulvert, LCPE, 72"D-70220.00$ LFCulvert, HDPE, 6"D-7148.00$ LFCulvert, HDPE, 8"D-7260.00$ LFCulvert, HDPE, 12"D-7385.00$ LFCulvert, HDPE, 15"D-74122.00$ LFCulvert, HDPE, 18"D-75158.00$ LFCulvert, HDPE, 24"D-76254.00$ LFCulvert, HDPE, 30"D-77317.00$ LFCulvert, HDPE, 36"D-78380.00$ LFCulvert, HDPE, 48"D-79443.00$ LFCulvert, HDPE, 54"D-80506.00$ LFCulvert, HDPE, 60"D-81570.00$ LFCulvert, HDPE, 72"D-82632.00$ LFPipe, Polypropylene, 6"D-8396.00$ LFPipe, Polypropylene, 8"D-84100.00$ LFPipe, Polypropylene, 12"D-85100.00$ LFPipe, Polypropylene, 15"D-86103.00$ LFPipe, Polypropylene, 18"D-87106.00$ LFPipe, Polypropylene, 24"D-88119.00$ LFPipe, Polypropylene, 30"D-89136.00$ LFPipe, Polypropylene, 36"D-90185.00$ LFPipe, Polypropylene, 48"D-91260.00$ LFPipe, Polypropylene, 54"D-92381.00$ LFPipe, Polypropylene, 60"D-93504.00$ LFPipe, Polypropylene, 72"D-94625.00$ LFCulvert, DI, 6"D-9570.00$ LFCulvert, DI, 8"D-96101.00$ LFCulvert, DI, 12"D-97121.00$ LFCulvert, DI, 15"D-98148.00$ LFCulvert, DI, 18"D-99175.00$ LFCulvert, DI, 24"D-100200.00$ LFCulvert, DI, 30"D-101227.00$ LFCulvert, DI, 36"D-102252.00$ LFCulvert, DI, 48"D-103279.00$ LFCulvert, DI, 54"D-104305.00$ LFCulvert, DI, 60"D-105331.00$ LFCulvert, DI, 72"D-106357.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 9 of 13Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESSpecialty Drainage ItemsDitching SD-110.90$ CYFlow Dispersal Trench (1,436 base+)SD-332.00$ LF French Drain (3' depth)SD-430.00$ LFGeotextile, laid in trench, polypropyleneSD-53.40$ SYMid-tank Access Riser, 48" dia, 6' deepSD-62,300.00$ EachPond Overflow SpillwaySD-718.25$ SYRestrictor/Oil Separator, 12"SD-81,320.00$ EachRestrictor/Oil Separator, 15"SD-91,550.00$ EachRestrictor/Oil Separator, 18"SD-101,950.00$ EachRiprap, placedSD-1148.20$ CYTank End Reducer (36" diameter)SD-121,375.00$ EachInfiltration pond testingSD-13143.00$ HRPermeable PavementSD-14Permeable Concrete SidewalkSD-15Culvert, Box __ ft x __ ftSD-16SUBTOTAL SPECIALTY DRAINAGE ITEMS:(B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention PondSF-1Each Detention TankSF-2Each Detention VaultSF-3Each Infiltration PondSF-4Each Infiltration TankSF-5Each Infiltration VaultSF-6Each Infiltration TrenchesSF-7Each Basic Biofiltration SwaleSF-8Each Wet Biofiltration SwaleSF-9Each WetpondSF-10Each WetvaultSF-11Each Sand FilterSF-12Each Sand Filter VaultSF-13Each Linear Sand FilterSF-14Each Proprietary FacilitySF-15Each Bioretention FacilitySF-16Each SUBTOTAL STORMWATER FACILITIES:(B)(C)(D)(E)Page 10 of 13Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESWRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)Splash BlockWI-1250.00$ EA1250.00WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:250.00DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:2,753.00SALES TAX @ 10.1%278.05DRAINAGE AND STORMWATER FACILITIES TOTAL:3,031.05(B) (C) (D) (E)Page 11 of 13Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostConnection to Existing WatermainW-13,400.00$ EachDuctile Iron Watermain, CL 52, 4 Inch DiameterW-258.00$ LFDuctile Iron Watermain, CL 52, 6 Inch DiameterW-365.00$ LFDuctile Iron Watermain, CL 52, 8 Inch DiameterW-475.00$ LFDuctile Iron Watermain, CL 52, 10 Inch DiameterW-580.00$ LFDuctile Iron Watermain, CL 52, 12 Inch DiameterW-6145.00$ LFGate Valve, 4 inch DiameterW-71,225.00$ EachGate Valve, 6 inch DiameterW-81,350.00$ EachGate Valve, 8 Inch DiameterW-91,550.00$ EachGate Valve, 10 Inch DiameterW-102,100.00$ EachGate Valve, 12 Inch DiameterW-112,500.00$ EachFire Hydrant AssemblyW-125,000.00$ EachPermanent Blow-Off AssemblyW-131,950.00$ EachAir-Vac Assembly, 2-Inch DiameterW-143,050.00$ EachAir-Vac Assembly, 1-Inch DiameterW-151,725.00$ EachCompound Meter Assembly 3-inch DiameterW-169,200.00$ EachCompound Meter Assembly 4-inch DiameterW-1710,500.00$ EachCompound Meter Assembly 6-inch DiameterW-1811,500.00$ EachPressure Reducing Valve Station 8-inch to 10-inchW-1923,000.00$ EachWATER SUBTOTAL:SALES TAX @ 10.1%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B)(C)Page 12 of 13Ref 8-H Bond Quantity WorksheetSECTION II.d WATERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024 CED Permit #:C190005266ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostClean OutsSS-11,150.00$ Each11,150.00Grease Interceptor, 500 gallonSS-29,200.00$ EachGrease Interceptor, 1000 gallonSS-311,500.00$ EachGrease Interceptor, 1500 gallonSS-417,200.00$ EachSide Sewer Pipe, PVC. 4 Inch DiameterSS-592.00$ LFSide Sewer Pipe, PVC. 6 Inch DiameterSS-6110.00$ LF272,970.00Sewer Pipe, PVC, 8 inch DiameterSS-7120.00$ LFSewer Pipe, PVC, 12 Inch DiameterSS-8144.00$ LFSewer Pipe, DI, 8 inch DiameterSS-9130.00$ LFSewer Pipe, DI, 12 Inch DiameterSS-10150.00$ LFManhole, 48 Inch DiameterSS-116,900.00$ EachManhole, 54 Inch DiameterSS-136,800.00$ EachManhole, 60 Inch DiameterSS-157,600.00$ EachManhole, 72 Inch DiameterSS-1710,600.00$ EachManhole, 96 Inch DiameterSS-1916,000.00$ EachPipe, C-900, 12 Inch DiameterSS-21205.00$ LFOutside DropSS-241,700.00$ LSInside DropSS-251,150.00$ LSSewer Pipe, PVC, ____ Inch DiameterSS-26Lift Station (Entire System)SS-27LSSANITARY SEWER SUBTOTAL:4,120.00SALES TAX @ 10.1%416.12SANITARY SEWER TOTAL:4,536.12(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 13 of 13Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 11/25/2024