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Home My WebLink About2023-03-31 LHS Surety - Bond Quantity Worksheet10.1%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 -$ -$ Wastewater (Sanitary Sewer)B Total Estimated Construction Costs E A + B + C + D 1,613,154.06$ Estimated Civil Construction Permit - Construction Costs2 Stormwater (Drainage)C 139,628.82$ 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)D 1,473,525.24$ Water A Page 2 of 14 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 UnitReference #Price Unit Quantity CostBackfill & compaction-embankment ESC-1 7.50$ CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 90.00$ Each Catch Basin Protection ESC-3 145.00$ Each 40 5,800.00Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3)110.00$ CY Ditching ESC-5 10.50$ CY Excavation-bulk ESC-6 2.30$ CY Fence, silt ESC-7 SWDM 5.4.3.1 5.00$ LF Fence, Temporary (NGPE)ESC-8 1.75$ LF Geotextile Fabric ESC-9 3.00$ SY Hay Bale Silt Trap ESC-10 0.60$ Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.90$ SY Interceptor Swale / Dike ESC-12 1.15$ LF Jute Mesh ESC-13 SWDM 5.4.2.2 4.00$ SY Level Spreader ESC-14 2.00$ LF Mulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.90$ SY Mulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.30$ SY Piping, temporary, CPP, 6"ESC-17 13.75$ LF Piping, temporary, CPP, 8"ESC-18 16.00$ LF Piping, temporary, CPP, 12"ESC-19 20.50$ LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.60$ SY Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2)51.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22 SWDM 5.4.4.1 2,050.00$ Each Rock Construction Entrance, 100'x15'x1'ESC-23 SWDM 5.4.4.1 3,675.00$ Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,525.00$ Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 22.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 80.00$ LF Seeding, by hand ESC-27 SWDM 5.4.2.4 1.15$ SY Sodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 9.20$ SY Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 11.50$ SY TESC Supervisor ESC-30 125.00$ HR 120 15,000.00Water truck, dust control ESC-31 SWDM 5.4.7 160.00$ HR 40 6,400.00UnitReference #Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL:27,200.00SALES TAX @ 10.1%2,747.20EROSION/SEDIMENT TOTAL:29,947.20 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL Description No.(A) WRITE-IN-ITEMS Page 3 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.CostGENERAL ITEMS Backfill & Compaction- embankment GI-1 7.00$ CYBackfill & Compaction- trench GI-2 10.25$ CYClear/Remove Brush, by hand (SY)GI-3 1.15$ SYBollards - fixed GI-4 275.00$ Each Bollards - removable GI-5 520.00$ Each Clearing/Grubbing/Tree Removal GI-6 11,475.00$ Acre Excavation - bulk GI-7 2.30$ CY 125 287.50 2000 4,600.00 Excavation - Trench GI-8 5.75$ CY Fencing, cedar, 6' high GI-9 23.00$ LF Fencing, chain link, 4'GI-10 44.00$ LF Fencing, chain link, vinyl coated, 6' high GI-11 23.00$ LF Fencing, chain link, gate, vinyl coated, 20' GI-12 1,600.00$ EachFill & compact - common barrow GI-13 28.75$ CY 125 3,593.75 500 14,375.00Fill & 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$ SY Gabion, 18" deep, stone filled mesh GI-17 103.25$ SY Gabion, 36" deep, stone filled mesh GI-18 172.00$ SY Grading, fine, by hand GI-19 2.90$ SY Grading, fine, with grader GI-20 2.30$ SY Monuments, 3' Long GI-21 1,025.00$ Each Sensitive Areas Sign GI-22 8.00$ Each Sodding, 1" deep, sloped ground GI-23 9.25$ SY Surveying, line & grade GI-24 975.00$ Day Surveying, 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$ SY Trail, 4" crushed cinder GI-29 10.25$ SY Trail, 4" top course GI-30 13.75$ SY Conduit, 2"GI-31 5.75$ LF Wall, retaining, concrete GI-32 63.00$ SF 75 4,725.00 Wall, rockery GI-33 17.25$ SF SUBTOTAL THIS PAGE:8,606.25 18,975.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) Page 4 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity 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$ SY 2118.4 24,362.00AC Removal/Disposal RI-4 40.00$ SY 326.52 13,060.80 6975.7 279,027.60 Barricade, Type III ( Permanent )RI-5 64.25$ LF Guard Rail RI-6 34.50$ LF Curb & Gutter, rolled RI-7 19.50$ LF Curb & Gutter, vertical RI-8 14.25$ LF 390 5,557.50 135 1,923.75 Curb and Gutter, demolition and disposal RI-9 20.50$ LF 261 5,350.50 2221 45,530.50 Curb, extruded asphalt RI-10 6.25$ LF Curb, extruded concrete RI-11 8.00$ LF 2197 17,576.00 Sawcut, asphalt, 3" depth RI-12 3.00$ LF 537.8 1,613.40 325 975.00Sawcut, concrete, per 1" depth RI-13 5.00$ LF 84.02 420.10 409 2,045.00Sealant, asphalt RI-14 2.25$ LFShoulder, gravel, 4" thick RI-15 17.25$ SYSidewalk, 4" thick RI-16 43.50$ SY 1357 59,029.50 Sidewalk, 4" thick, demolition and disposal RI-17 37.00$ SY 1690 62,530.00 Sidewalk, 5" thick RI-18 47.00$ SY 331.07 15,560.29 Sidewalk, 5" thick, demolition and disposal RI-19 46.00$ SY 324.47 14,925.62 Sign, Handicap RI-20 97.00$ Each Striping, per stall RI-21 8.00$ Each 150 1,200.00 Striping, thermoplastic, ( for crosswalk )RI-22 3.50$ SF 183.01 640.54 Striping, 4" reflectorized line RI-23 0.55$ LF Additional 2.5" Crushed Surfacing RI-24 4.15$ SY HMA 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$ SY HMA Road, 4", 6" rock, First 2500 SY RI-29 51.75$ SY 313.9 16,244.33 2500 129,375.00 HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 42.50$ SY 4512 191,760.00 HMA Road, 4", 4.5" ATB RI-31 43.50$ SY Gravel Road, 4" rock, First 2500 SY RI-32 17.25$ SY Gravel Road, 4" rock, Qty. over 2500 SY RI-33 11.50$ SY Thickened Edge RI-34 10.00$ LF SUBTOTAL THIS PAGE:97,735.07 790,972.35 (B)(C)(D)(E) Page 5 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity 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 320.82 10,266.24 7012 224,384.004" select borrow PL-3 5.75$ SY1.5" top course rock & 2.5" base course PL-4 16.00$ SY SUBTOTAL PARKING LOT SURFACING:10,266.24 224,384.00 (B)(C)(D)(E) LANDSCAPING & VEGETATION No.Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3 1.30$ SF 12856 16,712.80 Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING & VEGETATION:16,712.80 (B)(C)(D)(E) TRAFFIC & LIGHTING No.Signs TR-1 LS Street Light System ( # of Poles)TR-2 10,000.00$ EA 9 90,000.00 Traffic Signal TR-3 LS Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC & LIGHTING:90,000.00 (B)(C)(D)(E) WRITE-IN-ITEMSChannelization WI-1 3,500.00$ LS 1 3,500.002 Light Poles at 40- foot WI-2 25,000.00$ EA 2 50,000.00 SUBTOTAL WRITE-IN ITEMS:53,500.00 STREET AND SITE IMPROVEMENTS SUBTOTAL:260,107.56 1,051,044.15 SALES TAX @ 10.1%26,270.86 106,155.46 STREET AND SITE IMPROVEMENTS TOTAL:286,378.43 1,157,199.61 (B)(C)(D)(E) Page 6 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE (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$ Each CB Type I D-4 1,725.00$ Each 7 12,075.00 CB Type IL D-5 2,000.00$ EachCB Type II, 48" diameter D-6 3,500.00$ Each 4 14,000.00 for additional depth over 4' D-7 550.00$ FT 25.78 14,179.00CB Type II, 54" diameter D-8 4,075.00$ Each for additional depth over 4'D-9 570.00$ FT CB 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$ FT CB 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$ Each Trash Rack, 21"D-19 630.00$ Each Cleanout, PVC, 4"D-20 170.00$ EachCleanout, PVC, 6"D-21 195.00$ Each 36 7,020.00Cleanout, PVC, 8"D-22 230.00$ EachCulvert, PVC, 4" D-23 11.50$ LF Culvert, PVC, 6" D-24 15.00$ LF 456 6,840.00 Culvert, PVC, 8" D-25 17.00$ LF 90 1,530.00Culvert, PVC, 12" D-26 26.00$ LF 403 10,478.00Culvert, PVC, 15" D-27 40.00$ LFCulvert, PVC, 18" D-28 47.00$ LF Culvert, PVC, 24"D-29 65.00$ LF Culvert, 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$ LF SUBTOTAL THIS PAGE:66,122.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) Page 7 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity 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$ LF Culvert, CMP, 72"D-41 400.00$ LF Culvert, 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$ LF Culvert, Concrete, 24"D-46 120.00$ LF Culvert, 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$ LF Culvert, CPE Triple Wall, 6" D-51 16.00$ LF Culvert, 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$ LF Culvert, CPE Triple Wall, 24" D-56 64.00$ LF Culvert, 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$ LF Culvert, LCPE, 12"D-61 96.00$ LF Culvert, 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$ LF Culvert, LCPE, 36"D-66 165.00$ LF Culvert, LCPE, 48"D-67 179.00$ LFCulvert, LCPE, 54"D-68 193.00$ LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) Page 8 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity 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$ LF 288 13,824.00Culvert, HDPE, 8"D-72 60.00$ LF Culvert, HDPE, 12"D-73 85.00$ LF Culvert, 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$ LF Culvert, HDPE, 36"D-78 380.00$ LF Culvert, 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$ LF Pipe, Polypropylene, 6"D-83 96.00$ LF Pipe, 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$ LF Pipe, Polypropylene, 24"D-88 119.00$ LF Pipe, 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$ LF Pipe, Polypropylene, 60"D-93 504.00$ LF Pipe, Polypropylene, 72"D-94 625.00$ LFCulvert, DI, 6"D-95 70.00$ LFCulvert, DI, 8"D-96 101.00$ LF 34 3,434.00Culvert, DI, 12"D-97 121.00$ LF Culvert, DI, 15"D-98 148.00$ LF Culvert, 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$ LF Culvert, DI, 48"D-103 279.00$ LF Culvert, DI, 54"D-104 305.00$ LFCulvert, DI, 60"D-105 331.00$ LFCulvert, DI, 72"D-106 357.00$ LF SUBTOTAL THIS PAGE:17,258.00 (B)(C)(D)(E) Page 9 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity 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$ LF 148 4,440.00Geotextile, laid in trench, polypropylene SD-5 3.40$ SY Mid-tank Access Riser, 48" dia, 6' deep SD-6 2,300.00$ Each Pond 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$ Each Riprap, placed SD-11 48.20$ CY Tank End Reducer (36" diameter)SD-12 1,375.00$ EachInfiltration pond testing SD-13 143.00$ HRPermeable Pavement SD-14Permeable Concrete Sidewalk SD-15 Culvert, Box __ ft x __ ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS:4,440.00 (B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention Pond SF-1 Each Detention Tank SF-2 Each Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each 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 10 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)Filterra WI-1 36,000.00$ 1 36,000.00Area Drains WI-2 1,000.00$ 3 3,000.00 WI-3 WI-4WI-5 WI-6 WI-7WI-8WI-9 WI-10WI-11WI-12 WI-13 WI-14WI-15 SUBTOTAL WRITE-IN ITEMS:39,000.00 DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:126,820.00 SALES TAX @ 10.1%12,808.82 DRAINAGE AND STORMWATER FACILITIES TOTAL:139,628.82 (B)(C)(D)(E) Page 11 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 3,400.00$ EachDuctile Iron Watermain, CL 52, 4 Inch Diameter W-2 58.00$ LF Ductile 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$ LF Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 145.00$ LF Gate Valve, 4 inch Diameter W-7 1,225.00$ EachGate Valve, 6 inch Diameter W-8 1,350.00$ Each Gate Valve, 8 Inch Diameter W-9 1,550.00$ Each Gate Valve, 10 Inch Diameter W-10 2,100.00$ EachGate Valve, 12 Inch Diameter W-11 2,500.00$ Each Fire Hydrant Assembly W-12 5,000.00$ Each Permanent Blow-Off Assembly W-13 1,950.00$ EachAir-Vac Assembly, 2-Inch Diameter W-14 3,050.00$ Each Air-Vac Assembly, 1-Inch Diameter W-15 1,725.00$ Each Compound 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$ Each Pressure Reducing Valve Station 8-inch to 10-inch W-19 23,000.00$ Each WATER SUBTOTAL: SALES TAX @ 10.1% WATER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER Quantity Remaining (Bond Reduction) (B)(C) Page 12 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 CED Permit #:20230202 Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs SS-1 1,150.00$ Each Grease Interceptor, 500 gallon SS-2 9,200.00$ Each Grease Interceptor, 1000 gallon SS-3 11,500.00$ EachGrease Interceptor, 1500 gallon SS-4 17,200.00$ Each Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 92.00$ LF Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 110.00$ LFSewer Pipe, PVC, 8 inch Diameter SS-7 120.00$ LF Sewer Pipe, PVC, 12 Inch Diameter SS-8 144.00$ LF Sewer Pipe, DI, 8 inch Diameter SS-9 130.00$ LFSewer Pipe, DI, 12 Inch Diameter SS-10 150.00$ LF Manhole, 48 Inch Diameter SS-11 6,900.00$ Each Manhole, 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$ Each Manhole, 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$ LS Inside Drop SS-25 1,150.00$ LSSewer Pipe, PVC, ____ Inch Diameter SS-26Lift Station (Entire System)SS-27 LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10.1% SANITARY SEWER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER Quantity Remaining (Bond Reduction) (B)(C) Page 13 of 14 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023 1055 South Grady Way – 6 th Floor | Renton, WA 98057 (425) 430-7200 Date: 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)286,378.43$ Future Public Improvements Subtotal (c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal (d)(d)139,628.82$ (e) (f) Site Restoration Existing Right-of-Way and Storm Drainage Improvements Maintenance Bond 85,201.45$ Bond Reduction2 Construction Permit Bond Amount 3 Minimum Bond Amount is $10,000.00 1 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering. 2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% will cover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering. * Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton. ** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. (206) 725-1211 lauriep@lpdengineering.com Lindbergh HS Modernization & Additions ##-###### 16426 128th Ave SE #2823059004;#2823059042;#2823059093 FOR APPROVAL 20230202 1932 1st Avenue, Seattle, WA 98101 599,143.66$ P (a) x 100% SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 3/31/2023 Laurie J. Pfarr 30766 LPD Engineering R ((b x 150%) + (d x 100%)) S (e) x 150% + (f) x 100% Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 T (P +R - S) Prepared by:Project Information CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) EST1 ((b) + (c) + (d)) x 20% -$ MAINTENANCE BOND */** (after final acceptance of construction) 29,947.20$ 286,378.43$ 569,196.46$ 29,947.20$ -$ 139,628.82$ -$ Page 14 of 14 Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET Unit Prices Updated: 01/07/2022 Version: 01/07/2022 Printed 3/31/2023