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HomeMy WebLinkAboutMonterra BQW pdf 2018.07.19srTE TMPROVEMENT BOND qUANT|TY WORKSHEETPROJECT INFORMATIONPlonning Division 11055 South Grady Woy - 6'h Floor I Renton, WA 98057 (425) 430-7200enton@CITY OFCommunity & EconomicDevelopmentredstamp and signoture)(oll cost estimotesol4x^Àt7Name:PE Registration NoFirm Name:Firm Address:Phone No.Email Address:Prepared by:Date PreparedDateTlt9/t8t Select the current project status/phase from the follow¡ng options:For Approval - Preliminary Data Enclosed, pending approval from the City;For Construction - Estimated Data Enclosed, Plans have been approved for contruct¡on by the City;Pro¡ect Closeout - Final Costs and Quantities Enclosed for Project Close-out SubmittelPage 2 oÍ t4Ref 8-H Bond Quãntity WorksheetProject Phase 1PROJECT CLOSEOUÏUnit Prices Updated: O6h4/2076Version: O6/14/2076Printed 7/19/2018Project Owner:Phone:Address:Addt'l Project OwrerPhone:Address:Project Name:CED Plan # (LUA):CED Permit # (U):Site Address:Street lntersectionParcel #{s):Abbreviated LegalDescription:Project Owner. lnformationProject Location and DescriptionWater Service Prwided by:Sewer Service Provided by:ClearingYes/No:andthan or equal to 5,000 board feet of t¡mber?lf Yes, Provide Forest Practice Permit #:N/AUtility ProvidersClearing and GradingSECTION I PROJECT INFORMATION CED Permit #:U16002091Page 3 of 14Ref 8-H Bond Quentity WorksheetSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLEROSION/SEDIMENT SUBTOTAI:sAtÊs TAX @ 9.5%EROSION/SEDIMENT TOTAL:9,344.73810.738,534.00(A¡Unit Prices Updåted: 06/L4/2OI6Version:06/1412016Printed 7 /L9|ZOLBCostQuant¡WUn¡tUn¡tPriceReference #WRITE-IN-ITEMS2,240.OOl-6HR5140.00'WDM 5.4.7ustL,760.OOt6HR5110.005Y510.00SWUM 5.4.2.5SY58.OOswDM 5.4.2.s5Y5l-.ooswDM 5.4.2.4LF570.00swDM 5.4.5.1praÞped sÞillwav berm sectlon ESC-255ed. trap,5' h¡Rh, rLFs19.00swDM 5.4.5.1Each52,200.00swDM 5.4.5.2tach53,200.00swDM 5.4.4.71,800.00Lhach5L,800.00swDM 5.4.4.7nCY545.00wsDoT 9-13.1.(2)Rip Rap, machine p200.oo50SY54.00SWDM 5.4.2.3covefl6mmsaLF5L8.ooCPP, ILF514.00LF5tz.ooE50.OO425SYS2.00SWDM 5.4.2.LSY52.50SWDM 5.4.2.LLF5r.75SY53.50SWDM 5.4.2.2Jute MeshESC-13LF51.00L'rkeESC-1z'lnterceotor Swale34t,.OO425SY50.80SWDM 5.4.2.4Each50.50SY52.5rJGeotextile FabricESC-9LF51.50NGPE)ESC-8Fence, Temoorarv375.00250Lt-Þ1.5UswDM 5.4.3.1Fence, siltESC-772.OO36CY52.00Excavat¡on-bulkESC-6CY59.00CY595.00wsDoT 9-03.9t3)usEach535.50Catch Basin Protect¡onE5C-3Each580.00swDM 5.4.6.3checK dams, 4" minus rocl(E5C-ZCost897.00Quant¡ty138UnitCYun¡tPrices6.50Reference #DescriptionBackfill & compaction-embankmentNo.ESC-1A}SECTION ll.a EROSION CONTROL CED Permit S:U16002091Page 4 of 14Ref 8-H Bond Quent¡ty WorksheetstTE TMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTS2,845.00(Bl2,300.00Unit Prices Updated: O6h4/2076Yersion: O6/1412016PrintedT/79/2018SFs 15.00Gt-33SFs ss.00Gl-32, retaining, concreteWalLF5 s.ooGt-31Conduit, 2"SYs 12.00Gt-30, 4" top courseI ratSY5 9.00Gt-29, 4" crushed cindertratSYs8.OOGt-284"wood1,920.00L6HRs 120.00Gt-27Traffic control crew I 2 flaeeersCYs 28.50Gt-26Acres 1.800.00Gt-25tnes425.000.5Davs 8s0.00Gt-24&reSYs 8.00Gt-23LoundEachs 7.ooGt22Sensitive Areas SienEach5 2s0.00Gt-21Monuments, 3' LonsSY52.00Gt-20Gradine, fine, with eraderSY52.50Gt-19Grading, fine, by handSY5 150.00Gt-18Gabion, 36" deep, stone filled meshSYs 90.00GI.I7Ga18"stoneSYs 6s.00Gt-1-6Ga72"stoneCY5 39.00Gr-15Fill & compact - screened topsoCY5 27.ooGt-14Fill & compact - gravel baseCYs 2s.00Gt-13Fill & compact - common barrowEach5 1,400.00Gt-12chainLF5 20.00Gt-11nLF5 38.3LGt-10Fencing, chain link, 4'LFs 20.00Gt-9FenciarCYs s.00Gt-8Excavation - TrenchCYs 2.00Gt-7Excavation - bulk2,300.000.23500.000.05Acres 10.000.00Gr-6RemovalEachs 452.34Gt-5Bollards - removableEach5 240.74Gt-4Bollards - fixedSYS1.00Gt-3Clear/Remove Brush, bv hand ICYS9.00Gt-2Backfill &trenCY56.00Gt-1Backfill & Compact¡on- embankmentGENERAL ITEMSCostQuant.CostQuantCostQuant.CostQuant.unitUnit PriceNoDescriptionQuant¡ty Remaining(Bond Reduction)tE)PrivatelmprovementsfD)Future PubliclmprovementstctExistingRight-of-WaylB)SUBTOTAL THIS PAGESECTION II.b TRANSPORTATION(Dl stTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR STREET AND SITE IMPROVEMENTSCED Permit fi:U16002091Page 5 of 14Ref 8-H Bond Quantity Worksheet8.928.05(BllE)Unit Prices Updated: 06/1412016Ve¡sion:06/14/2016PtintedT/19/2078LFS e.ooRt-34SY5 10.00Rt-33Gravel Road, 4" rock, Qtv. over 2500 SYSY5 1s.00Rt-32Gravel Road,4" rock, First 2500 SYSY5 38.00Rt-31HMA Road,4",4.5" ATBSY5 37.00Rt-304over 2500 SYSYs 45.00Rt-29HMA Road, 4", 6" rock, First 2500 SYSYS 21.00Rt-28HMA2over 2500SYSYs 28.00Rt27HMA24First 2500 SYSY5 18.00Rt-26HMA2"SY5 14.00Rt-25HMA1.5"SY53.60Rt-24Additional 2.5" Crushed SurfacirLFs 0.s0Rl-23Striping, 4" reflectorized lineSFs 3.00Rt-22for crosswalkStriping, thermopEachS 7.ooRr-21Eachs 8s.00Rt-20Sign, HandicapSY5 4o.ooRr-L9ition and dSYs 41.00Rl-18thick1,248.0039SYs 32.00Rt-17Sidewalk,4" thick, demolition and disposal5,244.00138SYS ¡s.ooRt-16Sidewalk,4" thickSY5 L5.00Rt-L5Shoulder, gravel, 4" thick126.0063LFs2.00Rt-14Sealant, asphaltLFs3.00Rt-13coI116.5563LFS 1.8sRt-12LFS 7.ooRl-11concreteLFS s.soRt-10Curb, extruded asphalt1,026.00s7LFs r.8.ooRt-9Curb and Gutter, demolition and disposal7t2.SOs7LF5 12.s0Rt-8Curb & Gutter, verticalLF5 17.00Rl-7Curb & Gutter, rolledLF5 30.00Rt-6Guard RailLF5 s6.00Rr-5PermanentBarricade, Type lll455.0013SY5 3s,00Rt-4AC Removal/DisposalSYS L0.00Rt-3ACG4widetne >SYs 16.00Rt-2AC Grinding, 4' wide machine 1000-2000svSYs 30.00Rt-1AC Grindine,4'wide machine < 1000svCostQuant.CostQuant.CostQuant.CostQuant.UnitUnit PriceNo.DescriptionQuant¡ty Remaining(Bond Reduction)tElPrivatelmprovementstDìFuture Publiclmprovementsfc)ExistingRight-of-Way(B)SUBTOTAL THIS PAGE:SECTION II.b TRANSPORTATION(c)(Dl stTE TMPROVEMENT BOND QUANT|TY WORKSHEETFOR STREET AND SITE IMPROVEMENTSCËD Permit #:U16002091SY5 14.00PL-41.5" top course rock & 2.5" base courseSYs s.00PL-34" select borrowSYs 28.00PL.22" AC, 1.5" top course & 2.5" base courseSY5 21.00PL.12" AC,2" top course rock & 4" borrowPARKING TOT SURFACINGNo.CostQuant.CostQuant.CostOuant.CostOuant.Un¡tUnit PriceNoDescriptionquantity Remaining(Bond Reduction)tÉtPr¡vatelmprovementsfDlFuture Publiclmprovementslc)ExistingRight-of-Way(B)SUBTOTAL PARKING LOT SURFACING:(c)(D)(ElLA-4Wetland Landscaping300.001LS5 300.00LA-3Risht-of-Wav LandscaoinsLA-2Median Landscaping600.002EA5 300.00LA.1Street TreesSUBTOTAL LANDSCAPI NG & VEGETATION:900.00(Bllc)lE)TR-4Traffic Sisnal ModificationTR-3Traffic SignalTR-2Street L¡ght System ( # of Poles)ïR-1SignsSUBTOTAL TRAFFIC & LIGHTING:(Bllcl(DlWRITE-IN-ITEMSSU BTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:SALES ïAX @ 9.5%STREET AND SITE IMPROVEMENTS TOTAL:12,673.O5218.5013,876.992,518.50(Bl(ElPage 6 of 14Ref 8-H Bond Quantity WorksheetUnit Prices Updated: 06/1412015Version:06/1412016Pri¡ted7/79/2018t,2SECTION II.b TRANSPORTATION(c)(D) CED Permit #:U16002091Page 7 of 14Ref 8-H Bond Quant¡ty WorksheetSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIES(B)1,590.00(ElUnit Prices Updated: O6 I t4/2OL6Version: 06/1412016PtintedTi19/2O!8LFs 29.00D-33Culvert, CMP, 12"LFS19.00D-32Culvert, CMP,8"LF5 130.00D-31Culvert, PVC, 36" (Not allowed in ROW)LF5 78.00D-30Culvert, PVC, 30" (Not allowed in RoW)LFS s6.ooD-29Culvert, PVC, 24" (Not allowed in RoW)LFs 41.00D-28Culvert, PVC, 18" (Not allowed in RoW)LF5 3s.00D-27Culvert, PVC. 15" f Not allowed in ROWILFs23.00D-26Culvert, PVC, 12rr f Not ellowed in ROW)LF515.00D-25Culvert, PVC, 8" (Not allowed in RoW)LFS 13.00D-24Culvert, PVC, 6" (Not allowed in RoW)LF5 10.00D-23Culvert, PVC, 4" lNot allowed in ROWIEachs 200.00D-22Cleanout, PVC, 8"Eachs 170.00D-21Cleanout, PVC, 6"Each5 150.00D-20Cleanout, PVC, 4"EachS sso.ooD-19Trash Rack, 21"Eachs 480.00D-18Trash Rack, 18"Each5 410.00D-17Trash Rack, 15"Eachs 350.00D-16Trash Rack, 12"FTs 925.00D-15for additional depth over 4'Eachs 14.000.00D-t4CB Type ll, 96" diameterFT5 850.00D-13for additional depth over 4'Each5 6,000.00D-I2CB Type ll, 72" diameterFT5 600.00D-11for additional deDth over 4'Eachs 2.800.00D-10CB TvDe ll. 60" diameterFTs 495.00D-9for additional depth over 4'Eachs 2,s00.00D-8CB Tvpe ll, 54" diameterFTs 480.00D-7for additional depth over 4'Each5 2,300.00D-6CB Tvoe ll. 48" d¡ameterEachs 1.750.00D-5CB TvÞe lL1,500.001Eachs 1.500.00D-4CB TvDe IEachs 400.00D-3Throueh-curb lnlet Framework90.001Each5 90.00D-2Beehive* (CBs include frame and lid)SYs 26.00D-1Access Road, R/DDRAINAGE f CPE = Corrureted Polvethvlene Pioe. N12 or Eou¡velentl For Culvert o¡¡ces. Averese of 4' cover wâs assumed- Assume oerforated PVc ¡s seme orice as solid oine-lCostQuant.costQuant.costQuant.costQuânt.unrtunrt PnceNo.DescriptionL¿Uanury Kemarnrng(Bond Reduction)IFìPflVatelmprovementsIDìFUrUre PUDilClmprovementslclÈxtSIrngR¡ght-of-WayfBìSUBTOTAL THIS PAGESECTION II.c DRAINAGElD) SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRA¡NAGE AND STORMWATER FACITITIESCED Permit fi:U16002091Page 8 of 14Ref 8-H Bond Quantity Worksheet(ElUnit Prices Updared: 06/ 14/ 2016Version: 06/1412016Printed 7 /L9/2OI8LF168.00D-68Culvert, LCPE, 54"LF5 1s5.00D-67Culvert, LCPE. 48"LF144.00D-66Culvert, LCPE, 36"LF132.00D-65Culvert, LCPE, 30"LF120.00D-64Culvert, LCPE, 24"LF108.00D-63Culvert, LCPE, 18"LFS 96.00D-62Culvert. LCPE. 15"LF84.00D-61Culvert, LCPE. 12"LF72.O0D-60Culvert, LCPE, 8"LF60.00D-59Culvert, LCPE,6"LF130.00D-58Culvert, CPE, 36" (Not allowed in RoW)LF78.00D-57Culvert, CPE, 30" (Not allowed in ROW)LFS s6.ooD-55Culvert. CPE. 24" lNot allowed ìn RowILF41.00D-55Culvert, CPE, 18" lNot allowed in ROWILF35.00D-54Culvert, CPE, 15" (Not allowed in RoW)LF24.OOD-53Culvert, CPE, 12" (trtot allowed in RoW)LF16.00D-52Culvert, CPE, 8" {Not allowed in RoW)756.0054LF14.00D-51Culvert, CPE, 6" (Not allowed in RoW)LF; 205.00D-50Culvert, Concrete, 48"LF175.00D-49Culvert. Concrete. 42"LF150.00D-48Culvert, Concrete, 36"LF125.00D-47Culvert, concrete, 30"LF78.00D-46Culvert, Concrete, 24"LF48.00D-45Culvert, Concrete, 18"LF78.00D-44Culvert. Concrete. 15"LF48.00D-43Culvert. Concrete. 12"LI42.OOD-42Culvert, Concrete, 8"LF; 350.00D-41Culvert, CMP, 72"LF270.OOD-40Culvert, CMP,60"LF5 190.00D-39Culvert, CMP, 48"LF130.00D-38culvert, cMP, 36"LF78.00D-37Culvert, CMP, 30"LF56.00D-35Culvert, CMP, 24"LF41.00D-35Culvert, CMP, 18"LF35.00D-34Culvert, CMP, 15"Costquant.costQuantcostQuant.CostQuant.UnrtUnrt PnceNo.Descr¡ption(Bond Reduction)(¿uanury KemarnrngfEtlmprovementsPr¡veteIDìlmprovementsFuture Publ¡cfc)ExistingRight-of-WaylB)IIIIrII756.00SUBTOTAL THIS PAGESECTION ll.c DRAINAGE(c) SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACITIT¡ESCED Permit #:U16002091Page 9 of 14Ref 8-H Bond Quantity Worksheet{Bl(E)Unit Prf ces Updated: 06/ l4l 7016Version: 06/1412016Printed 7 /L9/2OI8LFS 311.00D-106Culvert, Dl, 72"LFs 289.00D-105Culvert. Dl. 60"LFs 266.00D-104Culvert. Dl.54"LF5 243.00D-103Culvert, Dl, 48"LF5 220.00D-102Culvert, Dl, 36"LF5 198.00D-101Culvert, Dl, 30"LFs 17s.00D-100Culvert. Dl. 24"LFs 152.00D-99Culvert. Dl. 18"LFs 129.00D-98Culvert, Dl, 15"LFs 106.00D-97Culvert, Dl, 12"LF5 84.00D-96Culvert, D|,8"LFS 61.00D-95Culvert, Dl, 6"LFs s4s.00D-94Pipe, Polypropylene, 72"LFs 439.00D-93Pioe. Polvoroovlene. 60"LFs 332.00D-92PiDe, PolvDroDvlene, 54"LF5 225.00D-91P¡pe, Polvpropvlene, 48"LF5 154.00D-90Pipe, Polvpropvlene, 36"LFs 119.00D-89Pipe, Polvpropvlene, 30"LFs 111.00D-88Pioe. Polvoroovlene. 24"LFs 106.00D-87Pioe. Polvoroovlene. 18"LFs 100.00D-86PiDe. PolvoroDvlene. 15"LF5 9s.00D-85Pipe, Polvoroovlene, 12"LF5 89.00D-84Pipe, Polvpropvlene, 8"LFs 84.00D-83Pipe, Polvpropvlene, 6"LFs ss1.00D-82Culvert. HDPE.72"LFs 496.00D-81Culvert. HDPE.60"LFs 441.00D-80Culvert. HDPE. 54''LFS 386.00D-79Culvert, HDPE,48"LFs 331.00D-78Culvert, HDPE, 36"LF5 276.00D-77Culvert, HDPE, 30"LFs 221.00D-76Culvert. HDPE. 24''LF5 138.00D-75Culvert. HDPE. 18"LF5 106.00D-74Culvert. HDPE. 15"LFS 74.00D-73Culvert, HDPE, 12"LF5 42.00D-72Culvert, HDPE, 8"LFs 42.00D-71Culvert, HDPE, 6"LFs 192.00D-70Culvert, LCPE, 72"LFs 180.00D-69Culvert, LCPE, 60"CostQuant.CostQuant.CostQuant.CostQuant.UnitUnit PrlceNo.Descript¡onquanüry Kemarnrng(Bond Reduction)IFìPnvatelmprovementsIDìFUtUre HUDITClmprovementsfcltxrsflngRight-of-WaylBlSUBTOTAL THIS PAGE:SECTION ll.c DRAINAGE(D) SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACITITIESCED Permit #:U16002091Page 10 of 14Ref 8-H Bond Quantity WorksheetSUBTOTAL SPECIALTY DRAINAGE ITEMS:2,000.00(Bl{E}Unìt Prices Updated: 06 I l4/20L6Version: 06/1412016P¡inted 7 /L9/2OI8Ìr i ()SD-16Culvert, Box ft x ftsD-15Permeable Concrete SidewalksD-14Permeable PavementHRs 125.00sD-13lnfiltrat¡on oond testinsEach5 1,200.00SD-12Tank End Reducer (36" diameterìCY5 42.00sD-1.1Riprap, placedEach5 1,700.00SD-10Restrictor/oil separator, 18"Each5 1,3s0.00SD-9Restrictor/Oil Separator, 15"Eachs 1.1s0.00sD-8Restrictor/O¡l Seoarator. 12"SYs 16.00SD-7Pond Overflow SoillwavEachs 2.000.00sD-6Mid-tank Access Riser. 48" dia. 6' deeoSY53.00SD-5Geotext¡le. laid in trench, DolvDroDvleneLF5 26.00sD-4French Dra¡n (3'deÞth)LFS 28.00sD-3Flow Dispersal Trench (1,436 base+)CYs9.50sD-1DitchinscostQuant.CostQuant.costQuant.costQuânt.unltunrt PnceNo.Descnptronquanüry Kemarnrng(Bond Reduction)IFìPnvatelmprovementsIDìFUrUre PUDIClmprovementsEXrSflngR¡ght-of-waylBlEachsF-16Rain GardenEachsF-15StormFilterEachSF-14Linear Sand FilterEachs F-13Sand Filter VãultEachsF-12Sand FilterEachsF-1 1WetvaultEachsF-10WetpondEachsF-9Wet Biofiltrãt¡on SwaleEachSF.8Basic Biofiltration Swale2.000.002Each1.000.00SF-7lnfiltration TrenchesEachSF-6lnfiltration VaultEachsF-5lnfiltration TankEachsF-4lnfiltration PondEãchSF-3Detent¡on VaultEach5F-2Detentlon TankEachsF-1Detention Pondtv FaciliSTORMWATER FACITITIESSUBTOTAL STORMWATER FACILITIES:SECTION ll.c DRAINAGE{c}(D) SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESCED Permit S:U16002091Page 11 of 14Ref 8-H Bond Quant¡ty WorksheetSU BTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:SALES TAX @ 9.5%DRAINAGE AND STORMWATER FACTLITIES TOTAT:4,346.00(c)412-A74,758.87(D)(Bl(ElUnit Prices Updated: O6/74lZOt6Version: 06/1412015Printed 7/19/2018wt-15wt-14wt-13wt-12wl-11wt-10wt-9wt-8wt-7wl-6wt-5wt-4wt-3wt-2wt-1WRITE-IN-ITEMScostQuant.CostQuant.Costquant.CostQuant.unrtUnit PriceNo.Descr¡pt¡onquantrty Kemarnrng(Bond Reduction)IEìPflvatelmprovements(D)luture PuþltclmprovementslclEXrSilngRight-of-Way{B}SECTION ll.c DRAINAGE CED Permit S:U16002091Page 12 of 14Ref 8-H Bond Quantity WorksheetSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERWATER SUBTOTAL:SALES TAX @ 9.5%WATER TOTAL:(B)(cl(Dl(EtUnit Prices Updated: 06/1412015Version: 06/1412016PrinredT/79/20t8Each5 20,000.00w-19Pressure Reducine Valve Station 8-inch to 1O-inchEachs 10,000.00w-18Compound Meter Assembly 5-inch DiameterEachs 9.000.00w-17Compound Meter Assembly 4-inch DiameterEach5 8,000.00w-16Compound Meter Assemblv 3-inch D¡ameterEachs 1,500.00w-L5Air-Vac Assemblv, 1-lnch DiameterEach5 2.000.00w-l-4Air-Vac Assemblv, 2-lnch DiameterEach5 1,800.00w-13Permanent Blow-Off AssemblyEachs 4,000.00w-L2Fire Hvdrant AssemblvEachs 1.200.00w-11Gate Valve, L2 lnch DiameterEach5 1,000.00w-10Gate Valve, 10 lnch DiameterEachS 8oo.oow-9Gate Valve, S lnch DiameterEach5 700.00w-8Gate Valve, 6 inch DiameterEach5 s00.00w-7Gate Valve, 4 inch DiameterLFs 80.00w-6Ductile lron Watermain, CL52, t2lnch DiameterLF5 70.00w-5Duct¡le lron Waterma¡n, CL 52, 10 lnch DiameterLFs 60.00w-4Ductile lron Watermain, CL 52, I lnch DiameterLF5 56.00w-3Duct¡le lron Waterma¡n, CL 52, 6 lnch D¡ameterLF5 s0.00w-2Ductile lron Watermain, CL52,4lnch DiameterEachs 2,000.00w-1Connection to Existing WatermaincostQUant.LOStQuant.CostQuant.CostQuant.UnitUnlt Pr¡ceNo.Descript¡onQuantity Rema¡ning(Bond Reduction)tE)lmprovements{D}PTIVAIElmprovementsFUrUre PUDilCtcllBlRight-of-WayEXtSIt ngIIIIIIIIIIIIIISECTION II.d WATER SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERCED Permit f:U16002091Page 13 of 14Ref 8-H Bond Quânt¡ty WorksheetSANITARY SEWER SUBTOTAL:SALESTAX @9.s%SANITARY SEWER TOTAL:6,000.009,120.00570.00866.406,570.00(c)(Dl{B}(Elunit Prices updated: 06l14/2OL6Veßion:06174/2016Printed 7 /t9/2OL8LS55-27reSS-26pe, PVC, lnch DiameterSewer PLS5 1,000.00ss-25lnside DropLSs 1,500.00ss-24Outside DropLFs 180.00ss-21T2DiameterEach5 14,000.00ss-1996 ImeterManhoEachs 8,500.00ss-17meteroEach5 7.500.00s5-15Manhole, 60 lnch DiameterEachs 6,s00.00ss-13Manhole, 54 lnch Diameter6,000.00tEachs 6.000.00ss-11Manhole, 48 lnch DiameterLF5 1-30.005S-L0Sewer Pipe, Dl, 12 lnch DiameterLF5 1Ls.00ss-9PmeterLF5 120.00ss-8Sewer P¡pe, PVC, LZ lnch DiameterLF5 105.00s5-7Sewer Pipe, PVC, 8 inch Diameter9,120.0096LFs 9s.00ss-6LFS 8o.ooSS.5Side Sewer Pipe, PVC. 4 lnch DiameterEach5 r.s,000.00SS-4Eachs 10,000.00ss-3Eachs 8.000.00ss-2Grease lnterceptor, 500 gallonEachs 1.000.005S-1clean outsCostcluant.costQUAnt.CostQuant.CostQuant.unitunrt PnceNo.L{Uanury Kematntng(Bond Reduction)tEtPnvatelmprovementsfDìFUtUre PUþltclmprovements(c)È.xtsÛngRight-of-WaytBì9,986.4(SECTION ll.e SANITARY SEWER SITE IMPROVEMENT BOND QUANTIW WORKSHEETBOND CATCUTATIONSPlonning Division 17055 South Grady Wøy - 6th Floor I Renton, WA 98057 (425) 430-7200CITY OFentonCommunity & EconomicDevelopmentProject Name:CED Plan # (LUA):CED Permit # (U):Site Address:Parcel #(s):Project Phase:Project Name: MonterraNAu 16002091Site Address: 905 Sunset BLVDParcel Number: 3119900051PROJEgT CLOSEOUTName:Name: Daniel SmithPE Registretion NoPE Registratlon No.: 47023Firm Name:Firm Address:Phone No.Email Address:Firm Name: CES NW lnc.Firm Address:310 29th St. NE STE tOI,98372Phone No. : 253-848-4282Email Address: dsmith@cestnwinc.comProject lnformat¡onPrepared by:Date:DateTh9/19lEst¡mâteonly -Mâyinvolvemultipleândvariablecomponents,whichwillbeestablishedonanind¡vidualbasisbyDevelopmentEng¡neering.cover all remaining ¡tems to be constructed.3 Required Bond Amounts are subject to review and modificat¡on by Development Engineering.* Note: The word BOND as used ¡n this document meâns any financial guarantee acceptable to the C¡ty of Renton.** Note: All pr¡ces ¡nclude labor, equipmeñt, mãterials, overhead and prof¡t.Page 14 of 14Ref 8-H Bond Quantity WorksheetUn¡t Pr¡ces Updated: 06h4l2)l6Vetsioñi 06/L4l2Ol6Printed 7 /19l2ot8ESTTs5,O4L.t7(fbl+(.1+(dllx2oxP(å) x 150%R{{b)+{c)+(d)l x 1s0%st4,ot7.tos37,808.795(e) x 1s0%T(P+R-S)ss1,825.88M¡nimum Bond Amount is 510,000.00S¡te RestorationCivil Construct¡on PermitMaintenance BondBond Reduction2Construct¡on Permit Bond Amount 3(a)(b)(c)(d)(e)s9,344.7313,876.99s6,570.004,758.87$(a)(b)(c)(d)(e)s9,344.73s13,876.99s6,570.004,758.87sSite Restoration/Erosion Sediment Control SubtotalEx¡st¡ng Right-of-Way I mprovements SubtotalFuture Public lmprovements SubtotalStormwater & Dra¡nege Fecilities SubtotalBond Reduction (Quontity Remoining) 2MAINTENANCE BOND./(after final acceptance of constructionlCONSÎRUCTION BOND AMOUNT ./-.lpr¡or to permit issuance)SECTION III. BOND WORKSHEET