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Home My WebLink AboutS_CES Paving & Field Improvements_BQW_250228_v4BOND QUANTITY WORKSHEET INSTRUCTIONS 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 This 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: •(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. The following forms are to be completed by the engineer/developer/applicant as applicable to the project: Section I: Project Information •This section includes all pertinent information for the project •This section must be completed in its entirety •Information from this section auto-populates to all other relevant areas of the workbook Section II: Bond Quantities Worksheets •Section II contains a separate spreadsheet TAB for each of the following specialties: •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 •Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements. •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. •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. •All unit prices include labor, equipment, materials, overhead, profit, and taxes. The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II. 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. Page 1 of 15 Ref 8-H Bond Quantity Worksheet INSTRUCTIONS Version: 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: 2/28/2025 Project Phase 1 PROJECT CLOSEOUT Prepared by:Engineer Stamp Required (all cost estimates must have original wet stamp and signature)Name:Alan Jacobson PE Registration No:43667 Firm Name:Jacobson Consulting Engineers Firm Address:255 S King ST, Suite 800, Seattle, WA 98104 Phone No.(206) 426-2600 Email Address:alan@jacobsonengineers.com Project Location and Description Project Owner Information Project Name: Cascade ES Paving and Field Improvements Project Owner:Matt Feldmeyer c/o Renton School District CED Plan # (LUA):Phone:(206) 482-5253 CED Permit # (C):24-000450 Address: 7812 South 124th Street Site Address:16022 116th Ave SE Seattle, WA 98178 Street Intersection:116th Ave SE & SE 160th Street Addt'l Project Owner:Hainline (Owner's Representative) Parcel #(s):2823059034 & 2823059133 Phone:(425) 445-1517 Abbreviated 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. Address: 411 1st Ave S, Suite 210 Seattle, WA 98178 Clearing and Grading Utility Providers Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:NO Water Service Provided by:CITY OF RENTON If Yes, Provide Forest Practice Permit #:N/A Sewer Service Provided by: CITY OF RENTON Estimated Civil Construction Permit - Construction Costs2 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. Water A $- Wastewater (Sanitary Sewer)B $- Stormwater (Drainage)C $80,576.91 Roadway (Erosion Control + Transportation)D $398,120.79 Total Estimated Construction Costs E A + B + C + D $478,697.70 Page 2 of 15 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Version 4/1/2024 Printed 2/28/2025 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 2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:10.3% Page 3 of 15 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Version 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit #:24-000450 Description No. Unit (A) Reference #Price Unit Quantity Cost Backfill & 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 10 1,450.00 Crushed 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 1450 7,250.00 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 8465 9,734.75 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 8162 93,863.00 TESC Supervisor ESC-30 $125.00 HR 16 2,000.00 Water truck, dust control ESC-31 SWDM 5.4.7 $160.00 HR 32 5,120.00 WRITE-IN-ITEMS Unit Reference #Price Unit Quantity Cost Straw Wattles SWDM D.2.1.2.5 $4.00 LF 335 1,340.00 Construction Fencing $3.90 LF 1000 3,900.00 Hydroseeding $0.20 SF 51200 10,240.00 EROSION/SEDIMENT SUBTOTAL:134,897.75 SALES TAX @ 10.3%13,894.47 EROSION/SEDIMENT TOTAL:148,792.22 (A) Page 4 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL Version: 4/01/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost GENERAL ITEMS Backfill & Compaction- embankment GI-1 $7.00 CY Backfill & Compaction- trench GI-2 $10.25 CY Clear/Remove Brush, by hand (SY)GI-3 $1.15 SY Bollards - 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 1651 3,797.30 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 Each Fill & compact - common barrow GI-13 $28.75 CY 180 5,175.00 Fill & compact - gravel base GI-14 $31.00 CY Fill & compact - screened topsoil GI-15 $44.75 CY Gabion, 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 19463 44,764.90 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 5 4,875.00 Surveying, lot location/lines GI-25 $2,050.00 Acre Topsoil Type A (imported)GI-26 $32.75 CY 1315 43,066.25 Traffic control crew ( 2 flaggers )GI-27 $137.75 HR Trail, 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 Wall, rockery GI-33 $17.25 SF SUBTOTAL THIS PAGE:101,678.45 (B)(C)(D)(E) Page 5 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Version: 4/1/2024 Printed 2/28/2025 ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding, 4' wide machine < 1000sy RI-1 $34.50 SY AC Grinding, 4' wide machine 1000-2000sy RI-2 $18.25 SY AC Grinding, 4' wide machine > 2000sy RI-3 $11.50 SY AC Removal/Disposal RI-4 $40.00 SY 1014 40,560.00 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 100 1,425.00 Curb and Gutter, demolition and disposal RI-9 $20.50 LF 110 2,255.00 Curb, extruded asphalt RI-10 $6.25 LF Curb, extruded concrete RI-11 $8.00 LF 915 7,320.00 Sawcut, asphalt, 3" depth RI-12 $3.00 LF 388 1,164.00 Sawcut, concrete, per 1" depth RI-13 $5.00 LF 42 210.00 Sealant, asphalt RI-14 $2.25 LF 388 873.00 Shoulder, gravel, 4" thick RI-15 $17.25 SY Sidewalk, 4" thick RI-16 $43.50 SY 20 870.00 Sidewalk, 4" thick, demolition and disposal RI-17 $37.00 SY 20 740.00 Sidewalk, 5" thick RI-18 $47.00 SY 270 12,690.00 Sidewalk, 5" thick, demolition and disposal RI-19 $46.00 SY Sign, Handicap RI-20 $97.00 Each 5 485.00 Striping, per stall RI-21 $8.00 Each 9 72.00 Striping, thermoplastic, ( for crosswalk )RI-22 $3.50 SF 350 1,225.00 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 SY HMA 1/2" Overlay 2"RI-26 $20.75 SY HMA Road, 2", 4" rock, First 2500 SY RI-27 $32.25 SY HMA 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 HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 $42.50 SY 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:69,889.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 6 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Version: 4/1/2024 Printed 2/28/2025 PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL-1 $24.00 SY 165 3,960.00 2" AC, 1.5" top course & 2.5" base course PL-2 $32.00 SY 4" select borrow PL-3 $5.75 SY 1.5" top course rock & 2.5" base course PL-4 $16.00 SY SUBTOTAL PARKING LOT SURFACING:3,960.00 (B)(C)(D)(E) LANDSCAPING & VEGETATION No. Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3 Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING & VEGETATION: (B)(C)(D)(E) TRAFFIC & LIGHTING No. Signs TR-1 Street Light System ( # of Poles)TR-2 Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC & LIGHTING: (B)(C)(D)(E) WRITE-IN-ITEMS Concrete Stairs WI-1 $100.00 LF 130 13,000.00 Cheek Walls at Stairs and Ramps WI-2 $60.00 LF 210 12,600.00 6" & 8" Reinforced Concrete Pavement WI-3 $119.80 SY 208 24,918.40 SUBTOTAL WRITE-IN ITEMS:50,518.40 STREET AND SITE IMPROVEMENTS SUBTOTAL:226,045.85 SALES TAX @ 10.3%23,282.72 STREET AND SITE IMPROVEMENTS TOTAL:249,328.57 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 7 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Version: 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(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 Each Through-curb Inlet Framework D-3 $460.00 Each CB Type I D-4 $1,725.00 Each CB Type IL D-5 $2,000.00 Each CB Type II, 48" diameter D-6 $3,500.00 Each for additional depth over 4' D-7 $550.00 FT CB 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 FT CB 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 FT Trash Rack, 12"D-16 $400.00 Each Trash Rack, 15"D-17 $470.00 Each Trash Rack, 18"D-18 $550.00 Each Trash Rack, 21"D-19 $630.00 Each Cleanout, PVC, 4"D-20 $170.00 Each 2 340.00 Cleanout, PVC, 6"D-21 $195.00 Each Cleanout, PVC, 8"D-22 $230.00 Each Culvert, PVC, 4" D-23 $11.50 LF Culvert, PVC, 6" D-24 $15.00 LF Culvert, PVC, 8" D-25 $17.00 LF Culvert, PVC, 12" D-26 $26.00 LF Culvert, PVC, 15" D-27 $40.00 LF Culvert, PVC, 18" D-28 $47.00 LF Culvert, PVC, 24"D-29 $65.00 LF Culvert, PVC, 30" D-30 $90.00 LF Culvert, PVC, 36" D-31 $150.00 LF Culvert, CMP, 8"D-32 $22.00 LF Culvert, CMP, 12"D-33 $33.00 LF SUBTOTAL THIS PAGE:340.00 (B)(C)(D)(E) Page 8 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024 Printed 2/28/2025 DRAINAGE (Continued) Culvert, CMP, 15"D-34 $40.00 LF Culvert, CMP, 18"D-35 $47.00 LF Culvert, CMP, 24"D-36 $64.00 LF Culvert, CMP, 30"D-37 $90.00 LF Culvert, CMP, 36"D-38 $150.00 LF Culvert, CMP, 48"D-39 $218.00 LF Culvert, CMP, 60"D-40 $310.00 LF Culvert, CMP, 72"D-41 $400.00 LF Culvert, Concrete, 8"D-42 $48.00 LF Culvert, Concrete, 12"D-43 $55.00 LF Culvert, Concrete, 15"D-44 $89.00 LF Culvert, Concrete, 18"D-45 $100.00 LF Culvert, Concrete, 24"D-46 $120.00 LF Culvert, Concrete, 30"D-47 $145.00 LF Culvert, Concrete, 36"D-48 $175.00 LF Culvert, Concrete, 42"D-49 $200.00 LF Culvert, 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 LF Culvert, CPE Triple Wall, 12" D-53 $27.00 LF Culvert, CPE Triple Wall, 15" D-54 $40.00 LF Culvert, 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 LF Culvert, CPE Triple Wall, 36" D-58 $149.00 LF Culvert, LCPE, 6"D-59 $69.00 LF Culvert, LCPE, 8"D-60 $83.00 LF Culvert, LCPE, 12"D-61 $96.00 LF Culvert, LCPE, 15"D-62 $110.00 LF Culvert, LCPE, 18"D-63 $124.00 LF Culvert, LCPE, 24"D-64 $138.00 LF Culvert, LCPE, 30"D-65 $151.00 LF Culvert, LCPE, 36"D-66 $165.00 LF Culvert, LCPE, 48"D-67 $179.00 LF Culvert, LCPE, 54"D-68 $193.00 LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 9 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024 Printed 2/28/2025 DRAINAGE (Continued) Culvert, LCPE, 60"D-69 $206.00 LF Culvert, LCPE, 72"D-70 $220.00 LF Culvert, HDPE, 6"D-71 $48.00 LF Culvert, HDPE, 8"D-72 $60.00 LF Culvert, HDPE, 12"D-73 $85.00 LF Culvert, HDPE, 15"D-74 $122.00 LF Culvert, HDPE, 18"D-75 $158.00 LF Culvert, HDPE, 24"D-76 $254.00 LF Culvert, HDPE, 30"D-77 $317.00 LF Culvert, HDPE, 36"D-78 $380.00 LF Culvert, HDPE, 48"D-79 $443.00 LF Culvert, HDPE, 54"D-80 $506.00 LF Culvert, HDPE, 60"D-81 $570.00 LF Culvert, HDPE, 72"D-82 $632.00 LF Pipe, Polypropylene, 6"D-83 $96.00 LF Pipe, Polypropylene, 8"D-84 $100.00 LF Pipe, Polypropylene, 12"D-85 $100.00 LF Pipe, Polypropylene, 15"D-86 $103.00 LF Pipe, Polypropylene, 18"D-87 $106.00 LF Pipe, Polypropylene, 24"D-88 $119.00 LF Pipe, Polypropylene, 30"D-89 $136.00 LF Pipe, Polypropylene, 36"D-90 $185.00 LF Pipe, Polypropylene, 48"D-91 $260.00 LF Pipe, Polypropylene, 54"D-92 $381.00 LF Pipe, Polypropylene, 60"D-93 $504.00 LF Pipe, Polypropylene, 72"D-94 $625.00 LF Culvert, DI, 6"D-95 $70.00 LF Culvert, DI, 8"D-96 $101.00 LF Culvert, DI, 12"D-97 $121.00 LF Culvert, DI, 15"D-98 $148.00 LF Culvert, DI, 18"D-99 $175.00 LF Culvert, DI, 24"D-100 $200.00 LF Culvert, DI, 30"D-101 $227.00 LF Culvert, DI, 36"D-102 $252.00 LF Culvert, DI, 48"D-103 $279.00 LF Culvert, DI, 54"D-104 $305.00 LF Culvert, DI, 60"D-105 $331.00 LF Culvert, DI, 72"D-106 $357.00 LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 10 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024 Printed 2/28/2025 Specialty Drainage Items Ditching SD-1 $10.90 CY Flow Dispersal Trench (1,436 base+)SD-3 $32.00 LF French Drain (3' depth)SD-4 $30.00 LF Geotextile, 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 SY Restrictor/Oil Separator, 12"SD-8 $1,320.00 Each Restrictor/Oil Separator, 15"SD-9 $1,550.00 Each Restrictor/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 Each Infiltration pond testing SD-13 $143.00 HR Permeable Pavement SD-14 Permeable Concrete Sidewalk SD-15 $10.50 SF 5285 55,492.50 Culvert, Box __ ft x __ ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS:55,492.50 (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) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 11 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024 Printed 2/28/2025 WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs) Perforated Subdrain Piping, 4"WI-1 $42.00 LF 410 17,220.00 WI-2 WI-3 WI-4 WI-5 WI-6 WI-7 WI-8 WI-9 WI-10 WI-11 WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS:17,220.00 DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:73,052.50 SALES TAX @ 10.3%7,524.41 DRAINAGE AND STORMWATER FACILITIES TOTAL:80,576.91 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Page 12 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(D) (E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 $3,400.00 Each Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 $58.00 LF Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 $65.00 LF Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 $75.00 LF Ductile 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 Each Gate 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 Each Gate 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 Each Air-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 Each Compound Meter Assembly 4-inch Diameter W-17 $10,500.00 Each Compound 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 @ 10.3% WATER TOTAL: (B)(C)(D)(E) Page 13 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Version: 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:24-000450 Existing Future Public Private Quantity Remaining (Bond Reduction)Right-of-Way Improvements Improvements (B)(C)(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 Each Grease 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 LF Sewer 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 LF Sewer 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 Each Manhole, 60 Inch Diameter SS-15 $7,600.00 Each Manhole, 72 Inch Diameter SS-17 $10,600.00 Each Manhole, 96 Inch Diameter SS-19 $16,000.00 Each Pipe, C-900, 12 Inch Diameter SS-21 $205.00 LF Outside Drop SS-24 $1,700.00 LS Inside Drop SS-25 $1,150.00 LS Sewer Pipe, PVC, ____ Inch Diameter SS-26 Lift Station (Entire System)SS-27 LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10.3% SANITARY SEWER TOTAL: (B)(C)(D)(E) Page 14 of 15 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Version: 4/1/2024 Printed 2/28/2025 SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date:2/28/2025 Prepared by:Project Information Name:Alan Jacobson Project Name: Cascade ES Paving and Field Improvements PE Registration No:43667 CED Plan # (LUA): Firm Name:Jacobson Consulting Engineers CED Permit # (C):24-000450 Firm Address:255 S King ST, Suite 800, Seattle, WA 98104 Site Address:16022 116th Ave SE Phone No.(206) 426-2600 Parcel #(s):2823059034 & 2823059133 Email Address:alan@jacobsonengineers.com Project Phase: PROJECT CLOSEOUT CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) MAINTENANCE BOND */** (after final acceptance of construction) Site Restoration/Erosion Sediment Control Subtotal (a)$148,792.22 Existing Right-of-Way Improvements Subtotal (b)$-(b)$- Future Public Improvements Subtotal (c)$- Stormwater & Drainage Facilities (Public & Private) Subtotal (d)$80,576.91 (d)$80,576.91 Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 (e)$- Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 (f)$- Site Restoration P (a) x 100%$148,792.22 Existing Right-of-Way and Storm Drainage Improvements R ((b x 150%) + (d x 100%))$80,576.91 Maintenance Bond EST1 ((b) + (c) + (d)) x 20%$16,115.38 Bond Reduction2 S (e) x 150% + (f) x 100%$- Construction Permit Bond Amount 3 T (P +R - S) $229,369.13 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. Page 15 of 15 Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET Version: 4/1/2024 Printed 2/28/2025