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HomeMy WebLinkAboutSurety - Bond Quantity Worksheet Skattum Renton Asbuilt (2)10.1%Total Estimated Construction CostsEA + B + C + D657,118.21$ Estimated Civil Construction Permit - Construction Costs2Stormwater (Drainage)C404,698.00$ 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)D252,420.21$ WaterA-$ Wastewater (Sanitary Sewer)B-$ 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 3 of 16Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-17.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.390.00$ Each5450.00Catch Basin ProtectionESC-3145.00$ Each Crushed 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$ LF3181,590.00Fence, 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$ SY50004,500.00Interceptor Swale / DikeESC-121.15$ LF405465.75Jute 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$ LF25512.50Plastic covering, 6mm thick, sandbaggedESC-20SWDM 5.4.2.34.60$ SY60276.00Rip 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$ Each12,050.00Rock 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$ LF45990.00Sed. trap, 5' high, riprapped spillway berm section ESC-26SWDM 5.4.5.180.00$ LF3240.00Seeding, 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$ HR202,500.00Water truck, dust controlESC-31SWDM 5.4.7160.00$ HR101,600.00UnitReference #PriceUnitQuantity Cost EROSION/SEDIMENT SUBTOTAL:15,174.25SALES TAX @ 10.1%1,532.60EROSION/SEDIMENT TOTAL:16,706.85(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE-IN-ITEMS Page 4 of 16Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ Each42,080.00Clearing/Grubbing/Tree RemovalGI-611,475.00$ Acre0.55,737.501.618,360.00Excavation - bulkGI-72.30$ CY1023.0020004,600.00Excavation - 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$ Each11,025.0011,025.0022,050.00Sensitive Areas SignGI-228.00$ EachSodding, 1" deep, sloped groundGI-239.25$ SYSurveying, line & gradeGI-24975.00$ Day1975.0054,875.00Surveying, lot location/linesGI-252,050.00$ Acre1.93,895.00Topsoil Type A (imported)GI-2632.75$ CYTraffic control crew ( 2 flaggers )GI-27137.75$ HR486,612.00Trail, 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:16,452.501,025.0031,730.002,050.00(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 5 of 16Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ SYAC 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$ LF164.25Guard RailRI-634.50$ LFCurb & Gutter, rolledRI-719.50$ LFCurb & Gutter, verticalRI-814.25$ LF2553,633.755607,980.00Curb and Gutter, demolition and disposalRI-920.50$ LFCurb, extruded asphaltRI-106.25$ LFCurb, extruded concreteRI-118.00$ LFSawcut, asphalt, 3" depthRI-123.00$ LF12743,822.00Sawcut, concrete, per 1" depthRI-135.00$ LFSealant, asphaltRI-142.25$ LF12742,866.50Shoulder, gravel, 4" thickRI-1517.25$ SYSidewalk, 4" thickRI-1643.50$ SY45019,575.00282.3312,281.50Sidewalk, 4" thick, demolition and disposalRI-1737.00$ SYSidewalk, 5" thickRI-1847.00$ SYSidewalk, 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$ LF1800990.001800990.0036001,980.00Additional 2.5" Crushed SurfacingRI-244.15$ SYHMA 1/2" Overlay 1.5" RI-2516.00$ SYHMA 1/2" Overlay 2"RI-2620.75$ SYHMA 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$ SY65133,689.2572637,570.50HMA 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$ LF37370.00SUBTOTAL THIS PAGE:64,576.5058,886.25370.001,980.00(B)(C)(D)(E)Page 6 of 16Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ SY4" select borrowPL-35.75$ SY1.5" top course rock & 2.5" base coursePL-416.00$ SYSUBTOTAL PARKING LOT SURFACING:(B)(C)(D)(E)LANDSCAPING & VEGETATIONNo.Street TreesLA-1350.00$ EA279,450.00279,450.00Median LandscapingLA-2Right-of-Way LandscapingLA-310,000.00$ 110,000.00110,000.00Wetland LandscapingLA-4SUBTOTAL LANDSCAPING & VEGETATION:19,450.0019,450.00(B)(C)(D)(E)TRAFFIC & LIGHTINGNo.SignsTR-1450.00$ EA1450.0073,150.00Street Light System ( # of Poles)TR-22,000.00$ EA36,000.00612,000.00Traffic SignalTR-3Traffic Signal ModificationTR-4SUBTOTAL TRAFFIC & LIGHTING:6,450.0015,150.00(B)(C)(D)(E)WRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:87,479.0075,061.2551,550.0023,480.00SALES TAX @ 10.1%8,835.387,581.195,206.552,371.48STREET AND SITE IMPROVEMENTS TOTAL:96,314.3882,642.4456,756.5525,851.48(B)(C)(D)(E)Page 7 of 16Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ SY11.111333.33* (CBs include frame and lid)BeehiveD-2103.00$ Each1103.001103.00Through-curb Inlet FrameworkD-3460.00$ Each2920.00CB Type ID-41,725.00$ Each58,625.001017,250.0046,900.00CB Type ILD-52,000.00$ EachCB Type II, 48" diameterD-63,500.00$ Each13,500.0013,500.00 for additional depth over 4' D-7550.00$ FT63,300.0084,400.00CB 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$ Each142,730.00Cleanout, PVC, 8"D-22230.00$ EachCulvert, PVC, 4" D-2311.50$ LFCulvert, PVC, 6" D-2415.00$ LFCulvert, PVC, 8" D-2517.00$ LFCulvert, 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:15,528.0026,506.339,630.00(B) (C) (D) (E)Quantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 8 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ LF20414,076.00Culvert, LCPE, 8"D-6083.00$ LF1038,549.0012996.00Culvert, LCPE, 12"D-6196.00$ LF68265,472.0058355,968.00Culvert, 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:65,472.0064,517.0015,072.00(B) (C) (D) (E)Page 9 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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:Page 10 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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 FACILITIES(B) (C) (D) (E)Page 11 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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$ CY77.778847.78Flow 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:847.78(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-3120,000.00$ Each 1120,000.00Infiltration PondSF-4Each Infiltration TankSF-5Each Infiltration VaultSF-6Each Infiltration TrenchesSF-7Each Basic Biofiltration SwaleSF-8Each Wet Biofiltration SwaleSF-9Each WetpondSF-10Each WetvaultSF-1150,000.00$ Each 150,000.00Sand FilterSF-12Each Sand Filter VaultSF-13Each Linear Sand FilterSF-14Each Proprietary FacilitySF-15Each Bioretention FacilitySF-16Each SUBTOTAL STORMWATER FACILITIES:170,000.00(B) (C) (D) (E)Page 12 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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)WI-1WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:81,000.00261,871.1124,702.00SALES TAX @ 10.1%8,181.0026,448.982,494.90DRAINAGE AND STORMWATER FACILITIES TOTAL:89,181.00288,320.0927,196.90(B) (C) (D) (E)Page 13 of 16Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture 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 14 of 16Ref 8-H Bond Quantity WorksheetSECTION II.d WATERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 CED Permit #:########ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostClean OutsSS-11,150.00$ EachGrease 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$ LFSewer 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:SALES TAX @ 10.1%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 15 of 16Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date:Name:Project Name: PE Registration No:CED Plan # (LUA):Firm Name:CED Permit # (C):Firm Address:Site Address:Phone No.Parcel #(s):Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a)Existing Right-of-Way Improvements Subtotal (b) (b)96,314.38$ Future Public Improvements Subtotal(c)82,642.44$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)404,698.00$ (e)(f)Site RestorationExisting Right-of-Way and Storm Drainage ImprovementsMaintenance Bond116,730.96$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. EST1((b) + (c) + (d)) x 20%38,777.22$ MAINTENANCE BOND */**(after final acceptance of construction)16,706.85$ 96,314.38$ 549,169.56$ 16,706.85$ 25,851.48$ 404,698.00$ -$ 527,099.19$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS10/22/2024Edward Mecum39374G2 CivilR((b x 150%) + (d x 100%))S(e) x 150% + (f) x 100%Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2T(P +R - S)Prepared by:Project InformationCONSTRUCTION BOND AMOUNT */**(prior to permit issuance)425-364-5285EdM@g2civil.comSkattum Renton Plat 2LUA16-00098117018 & 17022 106th Ave SE008700-0265 & 008700-0270PROJECT CLOSEOUT########1700 NW Gilman Blvd Ste 200Page 16 of 16Ref 8-H Bond Quantity WorksheetSECTION III. BOND WORKSHEETUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/22/2024