Loading...
HomeMy WebLinkAboutS_Surety_Bond_Quantity_Worksheet_SW_19th_St_at_Lind_Ave_Signal_221024_v210.1%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 Submittal‐$                                                                                                        Total Estimated Construction CostsEA + B + C + D515,812.44$                                                                                         Estimated Civil Construction Permit ‐ Construction Costs2Stormwater (Drainage) C‐$                                                                                                        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)D515,812.44$                                                                                         WaterA‐$                                                                                                        Wastewater (Sanitary Sewer)BPage 2 of 15Ref 8‐H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537UnitReference # Price Unit Quantity CostBackfill & compaction‐embankmentESC‐17.50$                                            CY Check dams, 4" minus rockESC‐2SWDM 5.4.6.390.00$                                          Each Catch Basin ProtectionESC‐3145.00$                                       Each 2290.00Crushed 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$                                            LF 4002,000.00Fence, 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$                                            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 UnitReference # Price Unit Quantity Cost   EROSION/SEDIMENT SUBTOTAL: 7,290.00SALES TAX @ 10.1% 736.29EROSION/SEDIMENT TOTAL: 8,026.29(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE‐IN‐ITEMS Page 3 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing 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$              CYBackfill & Compaction‐ trench GI‐2 10.25$            CYClear/Remove Brush, by hand (SY) GI‐31.15$              SY 5057.50Bollards ‐ fixed GI‐4 275.00$          EachBollards ‐ removable GI‐5 520.00$          EachClearing/Grubbing/Tree Removal GI‐6 11,475.00$    AcreExcavation ‐ bulk GI‐72.30$              CYExcavation ‐ Trench GI‐85.75$              CYFencing, 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$            CYFill & 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$              SY 245710.50Grading, 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$              LF 2001,150.00Wall, retaining, concrete GI‐32 63.00$            SFWall, rockery GI‐33 17.25$            SFSUBTOTAL THIS PAGE:4,843.00(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)Page 4 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing 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$            SYAC 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 391,560.00Barricade, 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$            LFCurb and Gutter, demolition and disposal RI‐9 20.50$            LFCurb, extruded asphalt RI‐10 6.25$              LFCurb, extruded concrete RI‐11 8.00$              LFSawcut, asphalt, 3" depth RI‐12 3.00$              LFSawcut, concrete, per 1" depth RI‐13 5.00$              LF 160800.00Sealant, asphalt RI‐14 2.25$              LFShoulder, gravel, 4" thick RI‐15 17.25$            SYSidewalk, 4" thick RI‐16 43.50$            SY 24510,657.50Sidewalk, 4" thick, demolition and disposal RI‐17 37.00$            SY 40114,837.00Sidewalk, 5" thick RI‐18 47.00$            SYSidewalk, 5" thick, demolition and disposal RI‐19 46.00$            SYSign, Handicap RI‐20 97.00$            EachStriping, per stall RI‐21 8.00$              EachStriping, thermoplastic, ( for crosswalk )RI‐22 3.50$              SF 5021,757.00Striping, 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$            SYHMA 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$            SYHMA 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:29,611.50(B) (C) (D) (E)Page 5 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing 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 SURFACINGNo.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$            SY4" select borrow PL‐35.75$              SY1.5" top course rock & 2.5" base course PL‐4 16.00$            SYSUBTOTAL PARKING LOT SURFACING:(B) (C) (D) (E)LANDSCAPING & VEGETATIONNo.Street Trees LA‐1Median Landscaping LA‐2Right‐of‐Way Landscaping LA‐3Wetland Landscaping LA‐4SUBTOTAL LANDSCAPING & VEGETATION:(B) (C) (D) (E)TRAFFIC & LIGHTINGNo.Signs TR‐1 500.00$          Each 1500.00Street Light System ( # of Poles) TR‐2Traffic Signal TR‐3 350,000.00$  Each 1350,000.00Traffic Signal Modification TR‐4SUBTOTAL TRAFFIC & LIGHTING:350,500.00(B) (C) (D) (E)WRITE‐IN‐ITEMS96C F/O Cable 50.00$            LF 130065,000.00TA‐25 Fiber Vault 8,750.00$      Each 18,750.00Eternet over Copper Switch 2,500.00$      Each 12,500.00SUBTOTAL WRITE‐IN ITEMS:76,250.00STREET AND SITE IMPROVEMENTS SUBTOTAL: 461,204.50SALES TAX @ 10.1% 46,581.65STREET AND SITE IMPROVEMENTS TOTAL: 507,786.15(B) (C) (D) (E)Page 6 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing 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$       EachCB Type IL D‐5 2,000.00$       EachCB Type II, 48" diameter D‐6 3,500.00$       Each     for additional depth over 4'    D‐7 550.00$           FTCB Type II, 54" diameter D‐8 4,075.00$       Each     for additional depth over 4' D‐9 570.00$           FTCB Type II, 60" diameter D‐10 4,225.00$       Each     for additional depth over 4' D‐11 690.00$           FTCB Type II, 72" diameter D‐12 6,900.00$       Each     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$           EachCleanout, PVC, 8" D‐22 230.00$           EachCulvert, PVC, 4" D‐23 11.50$             LFCulvert, PVC, 6" D‐24 15.00$             LFCulvert, PVC,  8" D‐25 17.00$             LFCulvert, 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:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)Page 7 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)DRAINAGE (Continued)Culvert, CMP, 15" D‐34 40.00$             LFCulvert, CMP, 18" D‐35 47.00$             LFCulvert, CMP, 24" D‐36 64.00$             LFCulvert, CMP, 30" D‐37 90.00$             LFCulvert, CMP, 36" D‐38 150.00$           LFCulvert, 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$             LFCulvert, 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:(B) (C) (D) (E)Page 8 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)DRAINAGE (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$           LFCulvert, DI, 12" D‐97 121.00$           LFCulvert, 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:Page 9 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)(B) (C) (D) (E)Page 10 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)Specialty 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$             LFGeotextile, laid in trench, polypropylene SD‐53.40$               SYMid‐tank Access Riser, 48" dia,  6' deep SD‐6 2,300.00$       EachPond 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:(B) (C) (D) (E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention Pond SF‐1Each Detention Tank SF‐2Each Detention 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 Each Bioretention Facility SF‐16 Each SUBTOTAL STORMWATER FACILITIES:(B) (C) (D) (E)Page 11 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B) (C)WRITE‐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:SALES TAX @ 10.1%DRAINAGE AND STORMWATER FACILITIES TOTAL:(B) (C) (D) (E)Page 12 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537ExistingFuture 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$      EachDuctile Iron Watermain, CL 52, 4 Inch Diameter W‐2 58.00$            LFDuctile Iron Watermain, CL 52, 6 Inch Diameter W‐3 65.00$            LFDuctile Iron Watermain, CL 52, 8 Inch Diameter W‐4 75.00$            LFDuctile Iron Watermain, CL 52, 10 Inch Diameter W‐5 80.00$            LFDuctile 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$      EachGate Valve, 8 Inch Diameter W‐9 1,550.00$      EachGate Valve, 10 Inch Diameter W‐10 2,100.00$      EachGate Valve, 12 Inch Diameter W‐11 2,500.00$      EachFire Hydrant Assembly W‐12 5,000.00$      EachPermanent Blow‐Off Assembly W‐13 1,950.00$      EachAir‐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$    EachCompound 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:SALES TAX @ 10.1%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 WATERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 CED Permit #:22‐004537ExistingFuture PublicPrivateRight‐of‐WayImprovementsImprovements(D) (E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostClean Outs SS‐1 1,150.00$      EachGrease 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$          LFSewer 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$      LSSewer Pipe, PVC, ____ Inch Diameter SS‐26Lift Station (Entire System)SS‐27 LSSANITARY 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 14 of 15Ref 8‐H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022 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)507,786.15$                                                 Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)‐$                                                                (e)(f)Site RestorationExisting Right‐of‐Way and Storm Drainage ImprovementsMaintenance Bond101,557.23$                                                 Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only  ‐ May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. 678‐795‐3607john.karnowski@nv5.comSW 19th St at Lind Ave Traffic Signal21‐000233SW 19th St at Lind Aven/aFOR APPROVAL22‐00453719201 120th Ave. NE, Ste 201, Bothell, WA 9801110,000.00$                                               P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS10/24/2022John Karnowski22011752WHPacific, Inc. (an NV5 Company)R((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)8,026.29$                                                 ‐$                                                           ‐$                                                           8,026.29$                                                 ‐$                                                           ‐$                                                           ‐$                                                           Page 15 of 15Ref 8‐H Bond Quantity WorksheetSECTION III. BOND WORKSHEETUnit Prices Updated: 01/07/2022Version: 01/07/2022Printed 10/20/2022