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HomeMy WebLinkAboutChelan Creek BQWSSITE IMPROVEMENT BOND QUANT¡TY WORKSHEETPROJECT INFORMATIONPlanning Division 11055 South Grody wqy - 6'h Floor I Renton, wA g\osT (42s) 430-72007/74/2017enton@CITY OFunit Prices updated: 06/14/2076Version: 04/26/2017Printed 7 /77 /2017Community & EconomicDevelopmentDate Prepared1 Select the current project status/phase from the following options:For Approval - Preliminary Data Enclosed, pending approval from the City;For Construct¡on - Estimated Data Enclosed, Plans have been approved for contruction by the CitV;Proiect Closeout - Final Costs and Quantities Enclosed for Project Close-out SubmittalProject Phase 1Page 2 of 14Ref 8-H Bond Quantity WorksheetProject Name:CED Plan # (LUA):CED Permit # (U):Site Address:Street lntersectionParcel #(s):Abbreviated LegalDescription:Name:PE Registration No:Firm Name:Firm Address:Phone No.Email Address:Cara Visintainer, PE42841CES NW310 29th ST NE, Puyallup, WA 98372253-848-4282cvisi nta iner@cesnwinc.comProject Location and DescriptionPrepared by:Project Owner:Phone:Address:Addt'l Project Owner:Phone:Address:PROJECT CLOSEOUTEngineer Stamp(oll cost estimøtes must have¡/Project Owner IClearing anddthan or equal to 5,000 board feet of t¡mber?Yes/No:lf Yes, Provide Forest Practice Permit #:Clearing and GradingWater Service Provided by:Sewer Service Provided by:Utility ProvidersSECTION I PROJECT INFORMATION CED Permit f:U15005174Page 3 of 14Ref 8-H Bond Quantity WorksheetsrTE tMpRovEMENT BOND qUANTtTy WORKSHEETFOR EROSION & SEDIMENT CONTROLEROSION/SEDIMENT SUBTOTAI:sAtEs TAX @ 7ío/oEROSTON/SEDtMENT TOTAI:24,024.002,L84,00840.00(A)Unit Prices Updated: 06/14/20t6Version: 04/26/2077Prinled 7 /I7 /2077WRITE-IN-ITEMSWater truck, dust controlESC-31ïESC SupervisorESC-30rou7sed. trap, 5' hieh. riqh bermESC-2smentser assemRock Construction Entrance, 100'x1-5'x1-'ESC-23Rock Construction Entrance, 50'x15'x1'ESC-22ne6mmsatemCPPumstrawUstraw,erJute MeshESC-13nterceptor Swale IESC-1Hay Bale Silt TrapESC-10Geotext¡le l-abr¡cESC-9Fence, TemporarV'ence, srltESC-7Excavat¡on-bulkESC-6mnu5Catch Basin ProtectionESC-3Check dams, 4" m¡nus rockESC-2DescriptionBackfill & compaction-embankmentNo.ESC-1prapped spillway berm sect¡on ESC-26NGPE)ESC-8Reference #swDM 5.4.7swDM 5.4.2.5swDM s.4.2.sSWDM 5.4.2.4swDM 5.4.5.1swDM 5.4.5.1swDM 5.4.5.2SWDM 5.4.4.1swDM 5.4.4.7wsDot 9-1-3.1(2)swDM 5.4.2.3swDM 5.4.2.1SWDM 5.4.2.LSWDM 5.4.2.2SWDM 5.4.2.4swDM 5.4.3.1wsDoT 9-o3.9(3)swDM 5.4.6.3Reference #Un¡tPrice5140.005110.00S10.0058.0051.00570.00519.0052,200.0053,200.0051,800.00545.00s4.005L8.00s14.00512.00s2.OO52.50s1.7553.50s1.0050.8050.s052.5051.505t-.5052.0059.00S9s.00535.50580.00Un¡tPrices6.s0UnitHRHR5YSY5YLFLFEachEachEachCYSYLFLFLF5YSYLFSYLFSYEachSYLFLFCYCYCYEachEachUnitCYQuantitvL61b1510012/5UUI750253Quant¡tyCost2,240.OOt,760.OO1,0s0.00L,900.002,200.003,600.006,O00.o02,625.O0225.O0240.00CostA)SECTION ll.a EROSION_CONTROL srTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR STREET AND SITE IMPROVEMENTSCED Permit #:U15005174Wall, rockeryWall, retaining, concreteConduIrail, 4" top course4cruscinderTrail,4" chipped woodTraffic control crew ( 2 flaggers )Topsoil Tvpe ASurveying, lot location/linesSurveying, line & gradeSoddi1"dUSensitive Areas SignMonuments, 3' LongGrading, fine, with graderGabion, 36" deep, stone filled meshGadstone filled meshGabion, 12" deep, stone filled meshFill & compact - screened topsoilFill & compact - gravel baseFill & compact - common barrowFencing, chain link, gate, vinyl coated, 20'cco6'hhFencing, chain link, 4'r6'Excavation - TrenchExcavation - bulkClearURemovalBollards - removableBollards - fixedCleaBrushaBackfill & Compaction- trenchBackfill & Compaction- embankmentGENERAT ITEMSDescriptionGt-33Gr-32Gt-31Gt-30Gt-29Gt-28Gl-27Gt-26Gt-25Gt-24Gt-23Gl-22Gt-27Gt-20Gt-19Gt-18Gt-t7Gt-16Gt-1sGt-14Gl-13Gt-12Gt-11Gt-10Gr-9Gt-8Gt-7Gt-6Gt-5Gt-4Gt-3Gt-2Gt-1No.S rs.oos ss.0055.00s 12.Q05 9.00S a.ooI 120.00S zs.sos 1,800.005 8s0.005 a.oos 7.00S zso.oos 2.00s2,50s 1s0.00s e0.00S os.oos 3s.00s 27.005 2s.oos 1-,400.005 20.00S sa.ar5 20.0055.00s 2.005 10.000.005 4s2.34s 240.745 r,oos 9.00s 6.00Unit PriceSFSFLFSYSYSYHRCYAcreDaySYEachEachSYSYSYSYSYCYCYCYEachLFLFLFCYCYAcreEachEachSYCYCYUnit16QuantExistingRight-of-Way(B)1,920.00Cost3600.57140032960.5Quant.Future Publiclmprovements(c)s,400.00425.OO2s0.001,400.008,000.006,592.005,000.00Cost650I3301.8QuantPrivatelmprovementslD)5,200.001,800.002,550.00210.0018,000.00CostQuant.Quant¡ty Remaining(Bond Reduction)(E)Cost1,920.0027,067.OO27,760.00{B}(E)Page 4 of 14Ref 8-H Bond Quantity Worksheetun¡r Prices updated: 06lI4/2ot6Version: 04/26/2Ot7PrinLed 7 /77 /2OI7SUBTOTAL THIS PAGESECTION II.b TRANSPORTATION(cl(Dl srTE TMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSCED Permit f:U15005174Thickened EdeeQty. over 2500 SYGravel Road, 4" rock, First 2500 SYHMA Road, 4", 4.5" ATBHMA46over 2500 5YHMA Road, 4", 6" rock, First 2500 SYHMA24over 2500SYHMA Road, 2", 4" rock, First 2500 SYHMAOverla2"HMAAdditional 2.5" Crushed SurfacinsStriping, 4" reflectorized lineStriping, thermoplastic, ( for crosswalkStriping, per stallSign, HandicapSidewalk, 5" thick, demolition and disposaltSidewalk, 4" thick, demolition and disposaltlcShoulder4tcSealant, asphaltSawcut, concrete, per 1" depth3Curb, extruded concreteCurb, extruded aspCurb and Gutter, demolition and disposalCurb & Gutter, verticalCurb & Gutter, rolledGuard RailBarricade, TVpe lllRemovaIAC Grinding, 4' wide machine > 2000syAC Grinding, 4' wide machine 1000-2000svAC Grinding, 4' wide machine < 1000syRFACINGDescriptionPermanentRl-34Rt-33Rt-32Rl-31Rt-30Rt-29Rl-28Rt-27Rl-26Rt-25Rl-24Rt-23Rt-22Rl-21Rt-20Rt-19Rl-18Rt-17Rt-16Rl-15Rt-14Rt-13Rl-12Rl-11Rt-10Rt-9Rt-8Rl-7Rt-6Rr-5Rt-4Rt-3Rl-2Rt-1,Nos 10.00s 1s.00S ez.oos 21.00(s 14.00s o.so5 3.00s 8s.00s 41.00s 1s.005 3.005 1.8ss s.sos 12.s05 17.00(s s6.00s 10.00s 16.00Unit Price8.6038.004s.00; 28.00; 18.003.607.OO40.0032.00; 38.002.007.0018.00; 30.0035.00; 30.00LFSYSY5YSYSYSYSYSYSYSYLFSFEachEachSYSYSYSYSYLFLFLFLFLFLFLFLFLFLFSYSYSYSYUnit37568268268250Quant.ExistingRight-of-WaytB)14,250.001,364.00r,261.708,525.001,750.00Cost840493577Quant.Future Publiclmprovements(c)23,520.0018,734.006,462.5OCostQuant.Privatelmprovements(DìCostQuantQuantity Remaining(Bond Reduction)(E)Cost27,Lso.7048,7L6.50(Bl(€)Unit Prices Updated: 06174/2076Version: 04/26/2077PrinTed 7 /77 /2017Page 5 of 14Ref 8-H Bond Quantity WorksheetSUBTOTAL THIS PAGE:SECTION II.b TRANSPORTATION(cl(D) srTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR STREET AND SITE IMPROVEMENTSCED Permit #rU150051741.5" top course rock & 2.5" base course4" select borrow2" AC, 1.5" top course & 2.5" base course2" AC,2" top course rock & 4" borrowNoDescriptionPL-4PL-3PL.2PL-1Nos 14.005 s.00s 28.00s 21.00Unit PriceSYSYSYSYUnitQuant.ExistingRight-of-WaytB)CostQuant.Future Publiclmprovementslc)CostQuant.Pr¡vatelmprovementslD'lCostQuantQuantity Remaining(Bond Reduction)(E)CostSUBTOTAL PARKING LOT SURFACING(Bl(cl(D)(ElWetland LandscapingRight-of-Way LandscapingMedian LandscapingStreet TreesLA-4LA-3LA-2LA-1& VEGETATIONSUBÏOTAL LANDSCAPING & VEGETATION(Bl(cl(D){E}Traffic Signal ModificationTraffic SienalStreet Light System ( # of Poles)SignsTR-4TR-3TR.2TR-1¡cSUBTOTAL TRAFFIC & LIGHTING(Bl(cl(Dl(ElWRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:SALES TAX @ LO%STREET AND SITE IMPROVEMENTS TOTAL:29,07O.7O75,783.5027,760.002,907.O77,578,352,776.OO3t,977.7783,361.8530,536.00(EllBlPage 6 of 14Ref 8-H Bond Quantity WorksheetUnit Pr¡ces Updated: 06/14/2076Version: 04/26/2017Prin¡ed 7 /77 /2O77SECTION II.b TRANSPORTATION(cl(Dl CED Permit #:U15005174Page 7 of 74Ref 8-H Eond Quant¡ty WorksheetsrTE TMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIES10,492.0032,426.OO8,723.00lB)(E)un¡t Prices updated: 06/74/2076Yersion: O4/26/2077Ptinted 7 /I7 /2077CMPICulvert, CMP,8"Culvert, PVC, 36"30"Culvert, PVC, 18"15CulveCulvert, PVC, 8"Culvert, PVC, 6"Culvert, PVC,4"Cleanout, PVC, 8"6"Trash Rack, 21"Trash Rack,1.8"TraTfor additional depth over 4'for additional depth over 4'CB Type ll, 72" diameterover 4CB Type ll, 60" diameterfor addover 4CB Type ll, 54" d¡ameterfor additional depth over 4'meterCB Type lLCB Type IBeehive+ (CBs include frame and lidnnt.ant.D-126.00SYD-33D-32D-31D-30D,29D-28D-27D-26D-25D-24D-23D-22D-2tD-20D-19D-L8D-t7D-L6D-15D-T4D-13D-T2D-L1D-L0D-9D-8D-7D-6D-5D-4D-3D-25 29.00S 19.00130.00s 78.0056.004l-.00s 3s.0023.0015.005 13.00S 1o.oo; 200.005 170.00150.00550.005 480.00410.00) 350.005 925.00s 14.000.005 8s0.005 6,000.00600.005 2,800.00s 49s.00s 2,s00.005 480.00s 2,300.005 r.,750.005 1,s00.00400.00; 90.00LFLFLFLFLFLFLFLFLFLFLFEachEachEachEachEachEachEachFTEachFTEachFTEachFTEachFTEachEachEachEachEachro735L2txrsungRight-of-WaylB)4,387.0080s.002,300.003,000.00r0741.326Future Publrclmprovements(c)4,387.009,499.00700.009,000.0071430LPnvâtelmprovementslD)1,633.005,590.001,500.00quanu(y Kemalntng(Bond Reduction)lE)SUBTOTAL THIS PAGESECTION II.c DRAINAGE(cl(Dl CED Permit #:U15005174Page 8 of 14Ref 8-H Bond Quantity WorksheetstTE TMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIES(Bl(E)un¡t Prices updated: 06/74/2076Yersion: O4126/7077Plinted 7 /17 /2077Culvert, LCPE, 54"Culvert, LCPE,48"Culvert, LCPE, 36"Culvert, LCPE, 30"Culvert, LCPE,24"Culvert, LCPE,18"Culvert, LCPE, 15"Culvert, LCPE, 12"Culvert, LCPE, 8"Culvert, LCPE,6"Culvert, CPE Triple Wall, 36"Culvert, CPE Triple Wall, 30"Culvert, CPE Triple Wall, 24"Culvert, CPE Triple Wall, 18"Culvert, CPE Trlple Wall, L5"Culvert, CPE Triple Wall, 1.2"Culvert, CPE Triple Wall, 8"Culvert, CPE Tr¡ple Wall, 6"Culvert, Concrete, 48"Culvert, Concrete, 42"Culvert, Concrete, 36"Culvert, Concrete, 30"Culvert, Concrete, 24"Culvert, Concrete, 18"Culvert, Concrete, l-5"Culvert, Concrete, 12"Culvert, Concrete, 8"Culvert, CMP,72"Culvert, CMP, 60"Culvert, CMP,48"Culvert, CMP, 36"Culvert, CMP, 30"Culvert, CMP,24"Culvert, CMP, 18"Culvert, CMP, 15"Descr¡pt¡onD-68D-67D-66D-65D-64D-63D-62D-61D-60D-59D-58D-57D-56D-5sD-54D-53D-52D-51D-50D-49D-48D-47D-46D-45D-44D-43D-42D-41D-40D-39IJ.3ED-37D-36D-35D-34No5 168.005 1s6.00s 144.005 132.00s 120.00s 108.005 96.005 84.005 72.005 60.005 L30.00S 78.005 s6.00s 41.00S 3s.oo5 24.00S 16.00s 14.00s 205.005 17s.005 150.00s 12s.00s 78.005 48.005 78.00s 48.005 42.00s 3s0.00s 270.005 l-90.005 130.005 78.00S s6.oo5 4L.005 3s.00Unit PriceLFLFLFLFtFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFunttQuantEXTSIT ngRight-of-Way(B)costquant.FUtUre PUDItClmprovementstc)CostQuantPnvatelmprovementsfDìCostQuantquanilry Kematntng(Bond Reduction)(EtCostSUBTOTAL THIS PAGESECï|ON ll.c DRAINAGE(cl(Dl SITE IMPROVEMENT BOND qUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESCED Perm¡t #:U15005174Page 9 of 14Ref 8-H Bond Quant¡ty Worksheet(B)Culvert, Dl, 72"CuCulvert, D|,48"Cu30Culvert, Dl, 24"Cu15Culvert, Dl, 12"Culvert, Dl, 8"'lene,72"Pipe, Polypropylene, 54"Pipe, Polypropylene, 30"Pipe, Polypropylene, 15"Pipe, PolvpropvCulvert, HDPE,72"Culvert, HDPE, 60"HCulvert, HDPE,48"Culvert, HDPE, 36"Culvert, HDPE,24"Culvert, HDPE,18"15Culvert, HDPE, 12"Culvert, HDPE, 8"CuCuLCP72"Culvert, LCPE, 60"DRAINAGEDescr¡pt¡on'lene, 60"ene, 48"'lene, 36"?ne,24"ene, 18"'lene, L2"ene, 8"ene, 6"D-106D-105D-104D-L03D-102D-101D-100D-99D-98D-97D-96D-95D-94D-93D-92D-91D-90D-89D-88D-87D-86D-85D-84D-83D-82D-81D-80D-79D-78D-77D-76D-75D-74D-]3D-72D-7tD-70D-69No.5 311.00S 289.005 266.00s 243.00s 220.005 L98.00s 175.00S 1s2.oo5 L29.00s 106.00S 84.005 61.00s s4s.005 439.00s 332.00s 226.005 154.005 119.00s 111.005 1"06.005 100.005 9s.005 89.00s 84.00S ssl.oo5 496.005 441.00S 386.005 331.005 276.005 22r.OOs 1-38.00s 106.005 74.005 42.00s 42.005 192.005 180.00Unit PriceLFLFLFLFLFLFLFLFLFLFLFLTLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFUnitquant.rxrsüngRight-of-Way{B)costQuant.FUtUre HUOilClmprovementslc)costQuant.PnvatelmprovementslDtcostQuant.L¿Uanüry Kemarntng(Bond Reduction)(E)Cost(ElUnit Prices Updated: O6/L412076Yersion: 04/26/2O77Printed 7 /17 /7077SUBTOTAL THIS PAGESECTION ll.c DRAINAGE stTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESCED Permit #:U15005174Page 10 of 14Ref 8-H Bond Quant¡ty WorksheetSUBTOTAL SPECIALTY DRAINAGE ITEMS:t,746.0010,116.0022,880.0020,000.0011,440.00{B}(E)unit Pr¡ces updated: 06/14/2076Versioni 04/2612077PrintedT /17 /2077Culvert, Boxftx ftPermeable Concrete SidewalkPermeable Pavementlnfiltrat¡on pond testingTank End Reducer (36" diameter)Riprap, placedRestrictor/Oil Separator, 1"8"Restrictor/Oil Separator, 15"Restrictor/Oil Separator, 12"Pond Overflow SpillwavMid-tank Access Riser, 48" dia, 6'deepGeotextile, laid ¡n trench, polypropyleneFrench Drain (3'depth)Flow Dispersal Trench (1,436 base+)D¡tchingDescr¡ptionsD-L6sD-L5sD-14SD-13sD-1.2sD-11sD-1.0sD-9sD-8sD-7sD-6sD-5sD-4sD-3sD-1No-S 12s.oos L,200.00S 42.005 L,700.00s 1,350.00s 1,1s0.005 16.00s 2,000.00s3.005 26.00s 28.00s9.50untt PnceHREachCYEachEachEachSYEachSYLFLFCYUnrtQuant.EXrSlr ngRight-of-Way(B)cost10T11Quant.FUtUre PUþltclmprovementslcl420.001,150.00176.00Cost310Quant.PnvatelmprovementsIDì10,116.00CostQuant.L¿Uanury Kematntng(Bond Reduction)(E)CostowBioretention FacilityProprietary FacilitVLinear Sand FilterSand Filter VaultSand FilterWetvaultWetpondWet Biofiltration SwaleBasic Biofiltration Swalelnfiltration Trencheslnfiltration Vaultlnfiltration Tanklnfiltration PondDetent¡on VaultDetent¡on TankDetention PondsF-16sF-15sF-1.4sF-13sF-1.2SF-11sF-L0SF-9SF-8sF-7SF.6sF-5sF-4SF-3sF-2SF-1.5 11,440.005 20,000.00EachEachEachEachEachEachEachEachEachEachEachEachEachEachEachEach222,880.00120,000.00t11,440.00itv Summarv Sheet and SketchlIIIIIIIISU BTOTAL STORMWATER FACILITI ES:SECTION ll.c DRAINAGEtc)(Dl SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESCED Permit #:U15005174Page 11 of 14Ref 8-H Bond Quantity WorksheetSUBTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:SALES TAX @ 10%DRAINAGE AND STORMWATER FACILITIES TOTAL:33,372.0054,L72.OO30,279.003,337.205,417.203,027.90t6,709.20s9,s89.2033,306.90(Bl(c)(Dl(E)Un¡t Prices Updated : O6h4/2O1,6Yersion: 04/26/2O17Ptinted 7 /I7 /2017WRITE-IN-ITEMSDescr¡ptionwt-15wt-14wt-13wt-1-2wt-11wt-10wt-9wt-8wt-7wt-6wt-swt-4wt-3wr-2wt-LNo.unrt Pnceunrtquant.costRight-of-Way(BÌrxrsUngQuant.costlmprovementsFUtUre PUOilClc)Quant.costlmprovementsPnvatefDtQuant.INCLUDE ON-SITE BMPsIcostQUanilly Kematntng(Bond Reduction){EtIIIIIIIISECTION ll.c DRAINAGE slTE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERCED Permit #:U15005174Pressure Reduc¡ns Valve Station 8-inch to 10-inchCompound Meter Assembly 6-inch DiameterCompound Meter Assembly 4-inch DiameterCompound Meter Assembly 3-inch D¡ameterAir-Vac Assembly, L-lnch DiameterAir-Vac Assembly, 2-lnch DiameterPerma nent Blow-Off AssemblyFire Hydrant AssemblyGate Valve, 12 lnch DiameterGate Valve, 10 lnch DiameterGate Valve, 8 lnch DiameterGate Valve, 6 Inch DiameterGate Valve, 4 inch DiameterDuctile lron Watermain, CL 52, L2 lnch DiameterDuctile lron Waterma¡n, CL 52, 10 lnch DiameterDucllle lron Watermaln, CL 52, 8 lnch lJiameterDuctile lron Watermain, CL52,6lnch DiameterDuctile lron Watermain, CL52, 4lnch DiameterConnection to Existing WatermainDescr¡pt¡onw-19w-18w-t7w-16w-15w-14w-13w-12w-11w-10w-9w-8w-7w-6w-5w-4w-3w-2w-1No5 20,000.005 10,000.005 9,000.005 8.000.005 1,s00.005 2,000.00s 1,800.00s 4,000.005 1,200.00s 1,000.005 800.005 700.005 s00.00S so.oos 70.005 bu.uu5 s6.00s s0.005 2.000.00Unit PriceEachEachEachEachEachEachEachEachEachEachEachEachEachLFLFLt-LFLFEachUnit3Q.uant.Ex¡st¡ngRight-of-Way(B)6,000.00cost127993Quant.FUtUre PU0lrclmprovements(c)1,800.008,000.005,600.0059,580.00CostQuant.Pf tvatelmprovementstD)CostQuantQuant¡ty Remaining(Bond Reduction)fE)CostWATER SUBTOTAL:SALES TAX @ 10%WATER TOTAL:6,000.0074,980.00600.007,498.006,600.0082,478.OO(81(c){D}(ElPage 72 of 74Ref 8-H Bond Quantity Worksheetunit Prices updated: 06/t4l2ot6Version: 04/26/2OL7Printed 7 /77 /2017SECTION II.d WATER srTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR SANITARY SEWERCED Permit #:U15005174Lrn 5tauon (tnure 5ystem)Sewer Pipe, PVC, lnch Diameterlnside DropOutside DropPipe, C-900, 12 lnch DiameterManhole, 96 lnch DiameterMa nhole, 7 2 lnch DiameterManhole, 60 lnch DiameterManhole, 54 lnch DiameterManhole, 48 lnch DiameterSewer Pipe, Dl, 12 lnch DiameterSewer Pipe, Dl, 8 inch DiameterSewer Pipe, PVC, 12 lnch DiameterSewer Pipe, PVC, 8 inch DiameterSide Sewer Pipe, PVC. 6 lnch DiameterSide Sewer Pipe, PVC. 4 lnch DiameterGrease lnterceptor, 1500 eallonGrease lnterceptor, 1000 gallonGrease lnterceptor, 500 gallonClean OutsDescriptions5-27ss-26SS-25ss-24SS-21ss-19ss-17ss-15ss-13ss-11ss-10SS-9ss-8ss-7SS.6ss-sss4ss-3ss-25S-1No.s 1.000.005 1,s00.005 180.005 14,000.00s 8,s00.005 7,s00.00s 6,s00.00s 6,000.00s 130.005 115.005 120.00s 10s.005 gs.oo5 80.00s 1s,000.005 10.000.00s 8,000.005 1,000.00Un¡t Pr¡ceLSLSLSLFEachEachEachEachEachLFLFLFLFLFLFEachEachEachEachUn¡tQuant.bxrsüngRight-of-Way(B)Cost5s28quant.FUTUTE PUbIIClmprovements(c)30,000.0060,720.00Lost5001,4Llua nt.PflvatelmprovementslD)47,500.0014,000.00costQuant.quanury Kematntng(Bond Reduction)(E)CostSAN ITARY SEWER SU BTOTAL:SALES TAX @ tO%SANITARY SEWER TOTAL:90,720.OO61,500.009,072.0O6,1s0.0099,792.OO67,650.00(cl(Dl(B)(E)Page 13 of 14Ref 8-H Bond Quantity Worksheetunit Prices updated: 06l!4/2076Version: O4126/2077PrinTedT /17 12077SECTION ll.e SANITARY SEWER SITE IMPROVEMENT BOND QUANTITY WORKSHEETBOND CALCULATIONSentonCommunity & EconomicDevelopmentCITY OFPlanning Division !1O55 South Grody Woy - 6'n Floor I Renton, WA 98057 (425) 430-7200Date:7 /r4/20r7lEst¡mateOnly -May¡nvolvemultipleandvariablecomponents,wh¡chwillbeestabl¡shedonan¡nd¡v¡dualbas¡sbyDevelopmentEng¡neer¡ng.cover all rema¡n¡ng items to be constructed.3 Required Bond Amounts are subject to rev¡ew and mod¡f¡cat¡on by Development Eng¡neering,' Note: fhe word BOND as used ¡n th¡s document means any financ¡al guarantee acceptable to the C¡ty of Renton.rt Note: All prices include labor, equipment, mater¡als, overhead and prof¡t.Page 14 ot 74Ref 8-H Bond Quant¡ty WorksheetUnit Pr¡ces LJpdated: 06l14/2016versio[ o4l2612o7lPAnted 1 l17l2O77Name:PE Rcgistrotion NoFirm Name:Firm Address:Phone No.Email Address:Cara Visintainer, PE47441CES NW310 29th ST NE, Puyallup, WA 98372253-848-4282cvisintainer@cesnwinc.comPrepared by:Project Name:CtD Plan f (LUA):CED Perm¡t # (Ul:Site Address:Parcel S(s):Project Phase:Chelan CreekI ltA 08-067u1-50051-74Renton, WA102305-9L06, 10230s-9440PROIECT CLOSEOUTProject lnformat¡onSite Restorat¡onCivil Construct¡on PermitMaintenance BondBond Reduction2Construction Permit Bond Amount 3Site Restoration/Erosion Sediment Control SubtotalExisting Right-of-Way lmprovements SubtotalFuture Public lmprovements SubtotalStormwãter & Drainage Facilities (Public & privote) SubtotalBond Reduction: Existing R¡ght-of-Wdy lmprovements (euontityRemoining)2Bond Reduction: Stormwater & Droinoge Foc¡l¡t¡es (euont¡tyRemoining)2P(a) x 100o¿R((bx150%)+(dx100%))s24,O24.OO$t87,471.96s(e)x7so%+(f)x1oo%T(P+R-S)sztL,495.96Min¡mum Bond Amount ¡s S7O,o0o.Oos(a)(b)(d)(e)(f)s24,O24.O0$38,577.77s129,605.30$sCONSTRUCTION BOND AMOUNT -/.-(prior to permit issuance)ESTls86,762.98(bt{c){d})2M(b)(c)(d)s38,577.77s265,631.85s129,605.30MAINTENANCE BOND./.-(after final acceptance of construction)SECTION III. BOND WORKSHEET