HomeMy WebLinkAboutS_CES_Bond_Quantity_Worksheet_Update1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200••Section I: Project Information•••Section II: Bond Quantities Worksheets••Section II.a EROSION CONTROL (Stabilization/Erosion Sediment Control (ESC))•Section II.b TRANSPORTATION (Street and Site Improvements)•Section II.c DRAINAGE (Drainage and Stormwater Facilities): •Section II.d WATER - ONLY APPLICABLE IF WATER SERVICE IS PROVIDED BY CITY OF RENTON•Section II.e SANITARY SEWER - ONLY APPLICABLE IF SEWER SERVICE IS PROVIDED BY CITY OF RENTON••••••Section III. Bond Worksheet• This section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond for project close-out submittals to release the permit bond on a project. All unit prices include labor, equipment, materials, overhead, profit, and taxes. Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements.The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduction during the life of the project with the exception of the maintenance period reduction.Excel will auto-calculate and auto-populate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should need completing.Additional items not included in the lists can be added under the "write-in" sections. Provide a complete description, cost estimate and unit of measure for each write-in item. Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, but must be entered on the form. Stormwater facilities (public and private) are required to be included in the bond amount.BOND QUANTITY WORKSHEET INSTRUCTIONSThis worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of the project, from initial submittal to project close-out approval. Submit this workbook, in its entirety, as follows:The following forms are to be completed by the engineer/developer/applicant as applicable to the project: The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II.This section includes all pertinent information for the projectSection II contains a separate spreadsheet TAB for each of the following specialties: (1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for civil construction permit submittal. Hard copies are to be included as part of the Technical Information Report (TIR).(1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for final close-out submittal.This section must be completed in its entiretyInformation from this section auto-populates to all other relevant areas of the workbookPage 1 of 15Ref 8-H Bond Quantity WorksheetINSTRUCTIONSVersion: 4/1/2024Printed 6/5/2024
1055 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: SITE IMPROVEMENT BOND QUANTITY WORKSHEETPROJECT INFORMATIONCITY OF RENTONCITY OF RENTON(425) 445-1517Engineer Stamp Required (all cost estimates must have original wet stamp and signature)Clearing and Grading Utility ProvidersN/AProject Location and Description Project Owner InformationCascade ES Paving and Field ImprovementsSeattle, WA 981782823059034 & 2823059133Matt Feldmeyer c/o Renton School District##-###### (206) 482-52536/5/2024Prepared by:FOR APPROVALProject Phase 1alan@jacobsonengineers.comAlan Jacobson43667Jacobson Consulting Engineers255 S King St, Suite 800, Seattle, WA 98104(206) 426-260016022 116th Ave SE7812 South 124th StreetHainline (Owner's Representative)116th Ave SE and SE 160th Street24-000450-$ 411 1st Ave S, Suite 210Abbreviated Legal Description:LOT 2 OF CITY OF RENTON SHORT PLAT NO. LUA20-000024, RECORDED JANUARY 19, 2022 AS RECORDING NO. 20220119900020, IN KING COUNTY, WASHINGTON.Seattle, WA 98178Total Estimated Construction CostsEA + B + C + D420,082.73$ Estimated Civil Construction Permit - Construction Costs2Stormwater (Drainage)C92,934.37$ 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)D327,148.37$ WaterA-$ Wastewater (Sanitary Sewer)BPage 2 of 15Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 6/5/2024DEVELOPMENT ENGINEERINGSAMorman 06/07/2024
10.3%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 15Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 6/5/2024
CED Permit #:24-000450UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-17.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.390.00$ Each Catch Basin ProtectionESC-3145.00$ Each81,160.00Crushed 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$ LF14507,250.00Fence, 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$ SY84659,734.75Sodding, 1" deep, level groundESC-28SWDM 5.4.2.59.20$ SY Sodding, 1" deep, sloped groundESC-29SWDM 5.4.2.511.50$ SY816293,863.00TESC SupervisorESC-30125.00$ HR162,000.00Water truck, dust controlESC-31SWDM 5.4.7160.00$ HR325,120.00UnitReference #PriceUnitQuantity CostSWDM D.2.1.2.54.00$ LF210840.003.90$ LF10003,900.000.20$ SF5120010,240.00EROSION/SEDIMENT SUBTOTAL:134,107.75SALES TAX @ 10.3%13,813.10EROSION/SEDIMENT TOTAL:147,920.85(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)HydroseedingStraw WattlesConstruction FencingWRITE-IN-ITEMS Page 4 of 15Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLVersion: 4/01/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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$ CY15763,624.80Excavation - 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$ CY1504,312.50Fill & 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$ SY1946344,764.90Monuments, 3' LongGI-211,025.00$ EachSensitive Areas SignGI-228.00$ EachSodding, 1" deep, sloped groundGI-239.25$ SYSurveying, line & gradeGI-24975.00$ Day54,875.00Surveying, lot location/linesGI-252,050.00$ AcreTopsoil Type A (imported)GI-2632.75$ CY131543,066.25Traffic 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:100,643.45(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 5 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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$ SY58223,280.00Barricade, Type III ( Permanent )RI-564.25$ LFGuard RailRI-634.50$ LFCurb & Gutter, rolledRI-719.50$ LFCurb & Gutter, verticalRI-814.25$ LFCurb and Gutter, demolition and disposalRI-920.50$ LFCurb, extruded asphaltRI-106.25$ LFCurb, extruded concreteRI-118.00$ LF9157,320.00Sawcut, asphalt, 3" depthRI-123.00$ LF150450.00Sawcut, concrete, per 1" depthRI-135.00$ LFSealant, asphaltRI-142.25$ LF150337.50Shoulder, gravel, 4" thickRI-1517.25$ SYSidewalk, 4" thickRI-1643.50$ SYSidewalk, 4" thick, demolition and disposalRI-1737.00$ SYSidewalk, 5" thickRI-1847.00$ SY602,820.00Sidewalk, 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$ 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$ 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:34,207.50(B)(C)(D)(E)Page 6 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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$ SY852,040.002" 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:2,040.00(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-ITEMSConcrete StairsWI-1100.00$ LF13013,000.00Cheek Walls at Stairs & RampsWI-260.00$ LF21012,600.00SUBTOTAL WRITE-IN ITEMS:25,600.00STREET AND SITE IMPROVEMENTS SUBTOTAL:162,490.95SALES TAX @ 10.3%16,736.57STREET AND SITE IMPROVEMENTS TOTAL:179,227.52(B)(C)(D)(E)Page 7 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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$ EachCB 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$ Each2340.00Cleanout, PVC, 6"D-21195.00$ EachCleanout, 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:340.00(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)Page 8 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)DRAINAGE (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 9 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)DRAINAGE (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 10 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)Specialty 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-1510.50$ LF635266,696.00Culvert, Box __ ft x __ ftSD-16SUBTOTAL SPECIALTY DRAINAGE ITEMS:66,696.00(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 11 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)Perforated Subdrain Piping, 4"WI-142.00$ LF41017,220.00WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:17,220.00DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:84,256.00SALES TAX @ 10.3%8,678.37DRAINAGE AND STORMWATER FACILITIES TOTAL:92,934.37(B) (C) (D) (E)Page 12 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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 @ 10.3%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B)(C)Page 13 of 15Ref 8-H Bond Quantity WorksheetSECTION II.d WATERVersion: 4/1/2024Printed 6/5/2024
CED Permit #:24-000450ExistingFuture 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 @ 10.3%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 14 of 15Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERVersion: 4/1/2024Printed 6/5/2024
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)-$ Future Public Improvements Subtotal(c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)92,934.37$ (e)(f)Site RestorationExisting Right-of-Way and Storm Drainage ImprovementsMaintenance Bond18,586.87$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. (206) 426-2600alan@jacobsonengineers.comCascade ES Paving and Field Improvements##-######16022 116th Ave SE2823059034 & 2823059133FOR APPROVAL24-000450255 S King St, Suite 800, Seattle, WA 98104240,855.22$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS6/5/2024Alan Jacobson43667Jacobson Consulting EngineersR((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)EST1((b) + (c) + (d)) x 20%-$ MAINTENANCE BOND */**(after final acceptance of construction)147,920.85$ -$ 92,934.37$ 147,920.85$ -$ 92,934.37$ -$ Page 15 of 15Ref 8-H Bond Quantity WorksheetSECTION III. BOND WORKSHEETVersion: 4/1/2024Printed 6/5/2024