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Home My WebLink AboutBond Quantity Worksheet1055 South Grady Way – 6 th 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 • BOND QUANTITY WORKSHEET INSTRUCTIONS This worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of th 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 project Section 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 copie 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 entirety Information from this section auto‐populates to all other relevant areas of the workbook This section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond f 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 Im Improvements. The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduc 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' c completing. Additional items not included in the lists can be added under the "write‐in" sections. Provide a complete description, cost est for each write‐in item. Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, bu form. Stormwater facilities (public and private) are required to be included in the bond amount. Page 1 of 16 Ref 8‐H Bond Quantity Worksheet INSTRUCTIONS Version: 4/1/2024 Printed 8/13/2024 Version: 4/1/2024 Printed: 5/21/2024 he project, from initial s are to be included as part for project close‐out mprovements and Private ction during the life of the olumns should need timate and unit of measure ut must be entered on the Page 2 of 16 Ref 8‐H Bond Quantity Worksheet INSTRUCTIONS Version: 4/1/2024 Printed 8/13/2024 Version: 4/1/2024 Printed: 5/21/2024 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: Total Estimated Construction CostsEA + B + C + D829,116.66$ Estimated Civil Construction Permit ‐ Construction Costs2Stormwater (Drainage) C254,162.08$ 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)D431,161.98$ WaterA123,023.11$ Wastewater (Sanitary Sewer)B20,769.49$ Abbreviated Legal Description:PCL "Z" OF RENTON DECLARATION OF LOT COMBINATION #LUA22‐000117‐LC REC #20220426000721 SD LOT COMBINATION LOC IN SE 1/4 OF THE SE 1/4 OF THE SE 1/4 STR 18‐23‐05 TGW POR LOC IN THE SW 1/4 OF THE SW 1/4 OF THE SW 1/4 STR 17‐23‐05625 Williams Ave S, Renton, WA 98055520 Pike St #1010Williams Ave South and Grady Way2100511521‐000239 Phone5/21/2024Prepared by:FOR APPROVALProject Phase 1tsawin@ahbl.comTodd Sawin46416AHBL1200 6th Ave #1620, Seattle, WA 98101253‐383‐2422SITE IMPROVEMENT BOND QUANTITY WORKSHEETPROJECT INFORMATIONCITY OF RENTONCITY OF RENTON1 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 SubmittalEngineer Stamp Required (all cost estimates must have original wet stamp and signature)Clearing and Grading Utility ProvidersN/AProject Location and Description Project Owner InformationWatershed Affordable Housing ApartmentsSeattle, WA 981011723059136GMD Development, LLCPage 3 of 16Ref 8‐H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 10.3%2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:Page 4 of 16Ref 8‐H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115UnitReference # Price Unit Quantity CostBackfill & compaction‐embankmentESC‐17.50$ CY Check dams, 4" minus rockESC‐2SWDM 5.4.6.390.00$ Each 190.00Catch Basin ProtectionESC‐3145.00$ Each 142,030.00Crushed surfacing 1 1/4" minusESC‐4WSDOT 9‐03.9(3)110.00$ CY DitchingESC‐510.50$ CY 20210.00Excavation‐bulkESC‐62.30$ CY 4092.00Fence, siltESC‐7SWDM 5.4.3.15.00$ LF 5002,500.00Fence, 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 269309.35Jute 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 10703,103.00Mulch, by machine, straw, 2" deepESC‐16SWDM 5.4.2.12.30$ SY Piping, temporary, CPP, 6"ESC‐1713.75$ LF 1401,925.00Piping, 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 12005,520.00Rip 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$ Each Rock Construction Entrance, 100'x15'x1'ESC‐23SWDM 5.4.4.13,675.00$ Each 27,350.00Sediment 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 405,000.00Water truck, dust controlESC‐31SWDM 5.4.7160.00$ HR 406,400.00UnitReference # Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL: 34,529.35SALES TAX @ 10.3% 3,556.52EROSION/SEDIMENT TOTAL: 38,085.87(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE‐IN‐ITEMS Page 5 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLVersion: 4/01/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostGENERAL ITEMS Backfill & Compaction‐ embankment GI‐17.00$ CY 60420.00Backfill & Compaction‐ trench GI‐2 10.25$ CYClear/Remove Brush, by hand (SY) GI‐31.15$ SYBollards ‐ fixed GI‐4 275.00$ Each 164,400.00Bollards ‐ removable GI‐5 520.00$ EachClearing/Grubbing/Tree Removal GI‐6 11,475.00$ AcreExcavation ‐ bulk GI‐72.30$ CY 50115.00Excavation ‐ Trench GI‐85.75$ CY 50287.505002,875.005152,961.25Fencing, cedar, 6' high GI‐9 23.00$ LFFencing, chain link, 4' GI‐10 44.00$ LFFencing, chain link, vinyl coated, 6' high GI‐11 23.00$ LFFencing, chain link, gate, vinyl coated, 20' GI‐12 1,600.00$ EachFill & compact ‐ common barrow GI‐13 28.75$ CY 200057,500.00Fill & compact ‐ gravel base GI‐14 31.00$ CYFill & compact ‐ screened topsoil GI‐15 44.75$ CYGabion, 12" deep, stone filled mesh GI‐16 74.50$ SYGabion, 18" deep, stone filled mesh GI‐17 103.25$ SYGabion, 36" deep, stone filled mesh GI‐18 172.00$ SYGrading, fine, by hand GI‐19 2.90$ SYGrading, fine, with grader GI‐20 2.30$ SYMonuments, 3' Long GI‐21 1,025.00$ EachSensitive Areas Sign GI‐22 8.00$ EachSodding, 1" deep, sloped ground GI‐23 9.25$ SYSurveying, line & grade GI‐24 975.00$ Day 32,925.00Surveying, lot location/lines GI‐25 2,050.00$ AcreTopsoil Type A (imported) GI‐26 32.75$ CYTraffic control crew ( 2 flaggers )GI‐27 137.75$ HRTrail, 4" chipped wood GI‐28 9.15$ SYTrail, 4" crushed cinder GI‐29 10.25$ SYTrail, 4" top course GI‐30 13.75$ SYConduit, 2" GI‐31 5.75$ LFWall, retaining, concrete GI‐32 63.00$ SF 90056,700.00Wall, rockery GI‐33 17.25$ SFSUBTOTAL THIS PAGE:420.00 3,327.50 121,475.00 2,961.25(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)Page 6 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI‐1 34.50$ SY 65022,425.00AC Grinding, 4' wide machine 1000‐2000sy RI‐2 18.25$ SYAC Grinding, 4' wide machine > 2000sy RI‐3 11.50$ SYAC Removal/Disposal RI‐4 40.00$ SY 50220,080.00Barricade, Type III ( Permanent )RI‐5 64.25$ LFGuard Rail RI‐6 34.50$ LFCurb & Gutter, rolled RI‐7 19.50$ LFCurb & Gutter, vertical RI‐8 14.25$ LF 5848,322.00Curb and Gutter, demolition and disposal RI‐9 20.50$ LF 58411,972.00Curb, extruded asphalt RI‐10 6.25$ LFCurb, extruded concrete RI‐11 8.00$ LFSawcut, asphalt, 3" depth RI‐12 3.00$ LF 8152,445.00Sawcut, concrete, per 1" depth RI‐13 5.00$ LFSealant, asphalt RI‐14 2.25$ LFShoulder, gravel, 4" thick RI‐15 17.25$ SYSidewalk, 4" thick RI‐16 43.50$ SY 40017,400.00Sidewalk, 4" thick, demolition and disposal RI‐17 37.00$ SY 40014,800.00Sidewalk, 5" thick RI‐18 47.00$ SY 76035,720.00Sidewalk, 5" thick, demolition and disposal RI‐19 46.00$ SYSign, Handicap RI‐20 97.00$ EachStriping, per stall RI‐21 8.00$ Each 42336.00Striping, thermoplastic, ( for crosswalk )RI‐22 3.50$ SF 220770.00Striping, 4" reflectorized line RI‐23 0.55$ LFAdditional 2.5" Crushed Surfacing RI‐24 4.15$ SYHMA 1/2" Overlay 1.5" RI‐25 16.00$ SYHMA 1/2" Overlay 2" RI‐26 20.75$ SY 65013,487.50HMA Road, 2", 4" rock, First 2500 SY RI‐27 32.25$ SYHMA Road, 2", 4" rock, Qty. over 2500SY RI‐28 24.00$ SYHMA Road, 4", 6" rock, First 2500 SY RI‐29 51.75$ SY 51026,392.50HMA Road, 4", 6" rock, Qty. over 2500 SY RI‐30 42.50$ SYHMA Road, 4", 4.5" ATB RI‐31 43.50$ SYGravel Road, 4" rock, First 2500 SY RI‐32 17.25$ SYGravel Road, 4" rock, Qty. over 2500 SY RI‐33 11.50$ SYThickened Edge RI‐34 10.00$ LFSUBTOTAL THIS PAGE:49,297.00 88,797.00 36,056.00(B) (C) (D) (E)Page 7 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL‐1 24.00$ SY2" AC, 1.5" top course & 2.5" base course PL‐2 32.00$ SY 32010,240.004" select borrow PL‐35.75$ SY1.5" top course rock & 2.5" base course PL‐4 16.00$ SYSUBTOTAL PARKING LOT SURFACING:10,240.00(B) (C) (D) (E)LANDSCAPING & VEGETATION No.Street Trees LA‐1 265.00$ Each 92,385.00Median Landscaping LA‐24.75$ SFRight‐of‐Way Landscaping LA‐34.75$ SF 14306,792.50Wetland Landscaping LA‐44.75$ SFSUBTOTAL LANDSCAPING & VEGETATION:9,177.50(B) (C) (D) (E)TRAFFIC & LIGHTING No.Signs TR‐1Street Light System ( # of Poles) TR‐2Traffic Signal TR‐3Traffic Signal Modification TR‐4 10,000.00$ LS 110,000.00SUBTOTAL TRAFFIC & LIGHTING:10,000.00(B) (C) (D) (E)WRITE‐IN‐ITEMSLighting lump sump 13,000.00$ LS 113,000.00Heavy Asphalt Pavement 20.00$ SY 581,160.0067113,420.00SUBTOTAL WRITE‐IN ITEMS:14,160.00 13,420.00STREET AND SITE IMPROVEMENTS SUBTOTAL: 49,717.00 135,702.00 170,951.00 2,961.25SALES TAX @ 10.3% 5,120.85 13,977.31 17,607.95 305.01STREET AND SITE IMPROVEMENTS TOTAL: 54,837.85 149,679.31 188,558.95 3,266.26(B) (C) (D) (E)Page 8 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. 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/D D‐1 30.00$ SY* (CBs include frame and lid)Beehive D‐2 103.00$ EachThrough‐curb Inlet Framework D‐3 460.00$ EachCB Type ID‐4 1,725.00$ Each 23,450.0058,625.00CB Type IL D‐5 2,000.00$ EachCB Type II, 48" diameter D‐6 3,500.00$ Each 310,500.0013,500.00 for additional depth over 4' D‐7 550.00$ FTCB Type II, 54" diameter D‐8 4,075.00$ Each 416,300.00 for additional depth over 4' D‐9 570.00$ FTCB Type II, 60" diameter D‐10 4,225.00$ Each 14,225.00 for additional depth over 4' D‐11 690.00$ FTCB Type II, 72" diameter D‐12 6,900.00$ Each 16,900.00 for additional depth over 4' D‐13 975.00$ FTCB Type II, 96" diameter D‐14 16,000.00$ Each for additional depth over 4' D‐15 1,050.00$ FTTrash Rack, 12" D‐16 400.00$ EachTrash Rack, 15" D‐17 470.00$ EachTrash Rack, 18" D‐18 550.00$ EachTrash Rack, 21" D‐19 630.00$ EachCleanout, PVC, 4" D‐20 170.00$ EachCleanout, PVC, 6" D‐21 195.00$ Each 81,560.00Cleanout, PVC, 8" D‐22 230.00$ EachCulvert, PVC, 4" D‐23 11.50$ LFCulvert, PVC, 6" D‐24 15.00$ LF 861,290.00Culvert, PVC, 8" D‐25 17.00$ LF 9153.00Culvert, PVC, 12" D‐26 26.00$ LFCulvert, PVC, 15" D‐27 40.00$ LFCulvert, PVC, 18" D‐28 47.00$ LFCulvert, PVC, 24" D‐29 65.00$ LFCulvert, PVC, 30" D‐30 90.00$ LFCulvert, PVC, 36" D‐31 150.00$ LFCulvert, CMP, 8" D‐32 22.00$ LFCulvert, CMP, 12" D‐33 33.00$ LFSUBTOTAL THIS PAGE:18,175.00 38,328.00(B) (C) (D) (E)Quantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 9 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, CMP, 15" D‐34 40.00$ LFCulvert, CMP, 18" D‐35 47.00$ LFCulvert, CMP, 24" D‐36 64.00$ LF 21413,696.00Culvert, CMP, 30" D‐37 90.00$ LFCulvert, CMP, 36" D‐38 150.00$ LF 44066,000.00Culvert, CMP, 48" D‐39 218.00$ LFCulvert, CMP, 60" D‐40 310.00$ LFCulvert, CMP, 72" D‐41 400.00$ LFCulvert, Concrete, 8" D‐42 48.00$ LFCulvert, Concrete, 12" D‐43 55.00$ LFCulvert, Concrete, 15" D‐44 89.00$ LFCulvert, Concrete, 18" D‐45 100.00$ LFCulvert, Concrete, 24" D‐46 120.00$ LFCulvert, Concrete, 30" D‐47 145.00$ LFCulvert, Concrete, 36" D‐48 175.00$ LFCulvert, Concrete, 42" D‐49 200.00$ LFCulvert, Concrete, 48" D‐50 235.00$ LFCulvert, CPE Triple Wall, 6" D‐51 16.00$ LFCulvert, CPE Triple Wall, 8" D‐52 18.00$ LFCulvert, CPE Triple Wall, 12" D‐53 27.00$ LFCulvert, CPE Triple Wall, 15" D‐54 40.00$ LFCulvert, CPE Triple Wall, 18" D‐55 47.00$ LFCulvert, CPE Triple Wall, 24" D‐56 64.00$ LF 1449,216.00Culvert, CPE Triple Wall, 30" D‐57 90.00$ LFCulvert, CPE Triple Wall, 36" D‐58 149.00$ LFCulvert, LCPE, 6" D‐59 69.00$ LFCulvert, LCPE, 8" D‐60 83.00$ LFCulvert, LCPE, 12" D‐61 96.00$ LFCulvert, LCPE, 15" D‐62 110.00$ LFCulvert, LCPE, 18" D‐63 124.00$ LFCulvert, LCPE, 24" D‐64 138.00$ LFCulvert, LCPE, 30" D‐65 151.00$ LFCulvert, LCPE, 36" D‐66 165.00$ LFCulvert, LCPE, 48" D‐67 179.00$ LFCulvert, LCPE, 54" D‐68 193.00$ LFSUBTOTAL THIS PAGE:9,216.00 79,696.00(B) (C) (D) (E)Page 10 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, LCPE, 60" D‐69 206.00$ LFCulvert, LCPE, 72" D‐70 220.00$ LFCulvert, HDPE, 6" D‐71 48.00$ LFCulvert, HDPE, 8" D‐72 60.00$ LFCulvert, HDPE, 12" D‐73 85.00$ LFCulvert, HDPE, 15" D‐74 122.00$ LFCulvert, HDPE, 18" D‐75 158.00$ LFCulvert, HDPE, 24" D‐76 254.00$ LFCulvert, HDPE, 30" D‐77 317.00$ LFCulvert, HDPE, 36" D‐78 380.00$ LFCulvert, HDPE, 48" D‐79 443.00$ LFCulvert, HDPE, 54" D‐80 506.00$ LFCulvert, HDPE, 60" D‐81 570.00$ LFCulvert, HDPE, 72" D‐82 632.00$ LFPipe, Polypropylene, 6" D‐83 96.00$ LFPipe, Polypropylene, 8" D‐84 100.00$ LFPipe, Polypropylene, 12" D‐85 100.00$ LFPipe, Polypropylene, 15" D‐86 103.00$ LFPipe, Polypropylene, 18" D‐87 106.00$ LFPipe, Polypropylene, 24" D‐88 119.00$ LFPipe, Polypropylene, 30" D‐89 136.00$ LFPipe, Polypropylene, 36" D‐90 185.00$ LFPipe, Polypropylene, 48" D‐91 260.00$ LFPipe, Polypropylene, 54" D‐92 381.00$ LFPipe, Polypropylene, 60" D‐93 504.00$ LFPipe, Polypropylene, 72" D‐94 625.00$ LFCulvert, DI, 6" D‐95 70.00$ LFCulvert, DI, 8" D‐96 101.00$ LF 232,323.00606,060.00Culvert, DI, 12" D‐97 121.00$ LF 13015,730.00Culvert, DI, 15" D‐98 148.00$ LFCulvert, DI, 18" D‐99 175.00$ LFCulvert, DI, 24" D‐100 200.00$ LFCulvert, DI, 30" D‐101 227.00$ LFCulvert, DI, 36" D‐102 252.00$ LFCulvert, DI, 48" D‐103 279.00$ LFCulvert, DI, 54" D‐104 305.00$ LFCulvert, DI, 60" D‐105 331.00$ LFCulvert, DI, 72" D‐106 357.00$ LFSUBTOTAL THIS PAGE:18,053.00 6,060.00(B) (C) (D) (E)Page 11 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESSpecialty Drainage ItemsDitching SD‐1 10.90$ CYFlow Dispersal Trench (1,436 base+) SD‐3 32.00$ LF French Drain (3' depth) SD‐4 30.00$ LF 2106,300.00Geotextile, laid in trench, polypropylene SD‐53.40$ SYMid‐tank Access Riser, 48" dia, 6' deep SD‐6 2,300.00$ Each 24,600.00Pond Overflow Spillway SD‐7 18.25$ SYRestrictor/Oil Separator, 12" SD‐8 1,320.00$ EachRestrictor/Oil Separator, 15" SD‐9 1,550.00$ EachRestrictor/Oil Separator, 18" SD‐10 1,950.00$ EachRiprap, placed SD‐11 48.20$ CYTank End Reducer (36" diameter) SD‐12 1,375.00$ EachInfiltration pond testing SD‐13 143.00$ HRPermeable Pavement SD‐14Permeable Concrete Sidewalk SD‐15Culvert, Box __ ft x __ ft SD‐16SUBTOTAL SPECIALTY DRAINAGE ITEMS:10,900.00(B) (C) (D) (E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention Pond SF‐1Each Detention Tank SF‐2 30,000.00$ Each 130,000.00Detention Vault SF‐3Each Infiltration Pond SF‐4Each Infiltration Tank SF‐5Each Infiltration Vault SF‐6Each Infiltration Trenches SF‐7Each Basic Biofiltration Swale SF‐8Each Wet Biofiltration Swale SF‐9Each Wetpond SF‐10 Each Wetvault SF‐11 Each Sand Filter SF‐12 Each Sand Filter Vault SF‐13 Each Linear Sand Filter SF‐14 Each Proprietary Facility SF‐15 10,000.00$ Each 220,000.00Bioretention Facility SF‐16 Each SUBTOTAL STORMWATER FACILITIES:50,000.00(B) (C) (D) (E)Page 12 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. 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: 45,444.00 184,984.00SALES TAX @ 10.3% 4,680.73 19,053.35DRAINAGE AND STORMWATER FACILITIES TOTAL: 50,124.73 204,037.35(B) (C) (D) (E)Page 13 of 16Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115ExistingFuture PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostConnection to Existing Watermain W‐1 3,400.00$ Each 26,800.00Ductile Iron Watermain, CL 52, 4 Inch Diameter W‐2 58.00$ LFDuctile Iron Watermain, CL 52, 6 Inch Diameter W‐3 65.00$ LF 26517,225.00Ductile Iron Watermain, CL 52, 8 Inch Diameter W‐4 75.00$ LFDuctile Iron Watermain, CL 52, 10 Inch Diameter W‐5 80.00$ LF 55244,160.00Ductile Iron Watermain, CL 52, 12 Inch Diameter W‐6 145.00$ LFGate Valve, 4 inch Diameter W‐7 1,225.00$ EachGate Valve, 6 inch Diameter W‐8 1,350.00$ Each 45,400.00Gate Valve, 8 Inch Diameter W‐9 1,550.00$ EachGate Valve, 10 Inch Diameter W‐10 2,100.00$ Each 510,500.00Gate Valve, 12 Inch Diameter W‐11 2,500.00$ Each 25,000.00Fire Hydrant Assembly W‐12 5,000.00$ Each 15,000.0015,000.00Permanent Blow‐Off Assembly W‐13 1,950.00$ Each 11,950.00Air‐Vac Assembly, 2‐Inch Diameter W‐14 3,050.00$ EachAir‐Vac Assembly, 1‐Inch Diameter W‐15 1,725.00$ EachCompound Meter Assembly 3‐inch Diameter W‐16 9,200.00$ EachCompound Meter Assembly 4‐inch Diameter W‐17 10,500.00$ Each 110,500.00Compound Meter Assembly 6‐inch Diameter W‐18 11,500.00$ EachPressure Reducing Valve Station 8‐inch to 10‐inch W‐19 23,000.00$ EachWATER SUBTOTAL:106,535.00 5,000.00SALES TAX @ 10.3% 10,973.11 515.00WATER TOTAL: 117,508.11 5,515.00(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 WATERVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 CED Permit #:21005115ExistingFuture PublicPrivateRight‐of‐WayImprovementsImprovements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostClean Outs SS‐1 1,150.00$ Each 44,600.00Grease Interceptor, 500 gallon SS‐2 9,200.00$ EachGrease Interceptor, 1000 gallon SS‐3 11,500.00$ EachGrease Interceptor, 1500 gallon SS‐4 17,200.00$ EachSide Sewer Pipe, PVC. 4 Inch Diameter SS‐5 92.00$ LFSide Sewer Pipe, PVC. 6 Inch Diameter SS‐6 110.00$ LFSewer Pipe, PVC, 8 inch Diameter SS‐7 120.00$ LF 8410,080.00253,000.00Sewer Pipe, PVC, 12 Inch Diameter SS‐8 144.00$ LFSewer Pipe, DI, 8 inch Diameter SS‐9 130.00$ LFSewer Pipe, DI, 12 Inch Diameter SS‐10 150.00$ LFManhole, 48 Inch Diameter SS‐11 6,900.00$ EachManhole, 54 Inch Diameter SS‐13 6,800.00$ EachManhole, 60 Inch Diameter SS‐15 7,600.00$ EachManhole, 72 Inch Diameter SS‐17 10,600.00$ EachManhole, 96 Inch Diameter SS‐19 16,000.00$ EachPipe, C‐900, 12 Inch Diameter SS‐21 205.00$ LFOutside Drop SS‐24 1,700.00$ LSInside Drop SS‐25 1,150.00$ LS 11,150.00Sewer Pipe, PVC, ____ Inch Diameter SS‐26Lift Station (Entire System)SS‐27 LSSANITARY SEWER SUBTOTAL:11,230.00 7,600.00SALES TAX @ 10.3% 1,156.69 782.80SANITARY SEWER TOTAL: 12,386.69 8,382.80(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 SEWERVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024 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)54,837.85$ Future Public Improvements Subtotal(c)279,574.10$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)254,162.08$ (e)(f)Site RestorationExisting Right‐of‐Way and Storm Drainage ImprovementsMaintenance Bond117,714.81$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only ‐ May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. EST1((b) + (c) + (d)) x 20%4,899.39$ MAINTENANCE BOND */**(after final acceptance of construction)38,085.87$ 54,837.85$ 336,418.86$ 38,085.87$ 3,266.26$ 254,162.08$ ‐$ 369,605.35$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS5/21/2024Todd Sawin46416AHBLR((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)253‐383‐2422tsawin@ahbl.comWatershed Affordable Housing Apartments21‐000239625 Williams Ave S, Renton, WA 980551723059136FOR APPROVAL210051151200 6th Ave #1620, Seattle, WA 98101Page 16 of 16Ref 8‐H Bond Quantity WorksheetSECTION III. BOND WORKSHEETVersion: 4/1/2024Printed 8/13/2024Version: 4/1/2024Printed: 5/21/2024