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Home My WebLink AboutS_BQWS_20210219_v4 NJ updateBOND QUANTITY WORKSHEET INSTRUCTIONS Planning Division |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 and profit. 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. SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: 7/21/2020 Project Phase 1 FOR APPROVAL Prepared by: Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Name: Dean Furr PE Registration No: 46937 Firm Name: Furr Engineering Services, PLLC Firm Address: 4715 142nd Pl SW Unit # B Phone No. 206-890-8291 Email Address: furrengineering@gmail.com Project Location and Description Project Owner Information Project Name: Roppe SFR Project Owner: Vicki and Dale Roppe CED Plan # (LUA): ##-###### Phone: 206-510-7467 CED Permit # (U): ######## Address: 14005 160th Ave SE Site Address: 14005 160th Ave SE Edmonds, WA 98058 Street Intersection: 160th Ave SE & SE 140th St. Addt'l Project Owner: Additional Project Owner Parcel #(s): 1423059097 Phone: Phone Abbreviated Legal Description: W 165 FT OF E 195 FT OF N 132 FT OF NE 1/4 OF SW 1/4 OF SE 1/4 Address: Address City, State, Zip 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: KC WATER DISTRICT 90 If Yes, Provide Forest Practice Permit #: N/A Sewer Service Provided by: CITY OF RENTON 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 FOR APPROVAL CITY OF RENTON YES FOR CONSTRUCTION CEDAR RIVER WATER AND SEWER NO PROJECT CLOSEOUT COAL CREEK UTILITY DISTRICT KC WATER DISTRICT 90 SKYWAY WATER AND SEWER DISTRICT SOOS CREEK WATER & SEWER CITY OF TUKWILA CITY OF KENT OTHER SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit #:######## Description No. Unit (A) Reference # Price Unit Quantity Cost Backfill & compaction-embankment ESC-1 6.5 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 80 Each Catch Basin Protection ESC-3 35.5 Each 2 71 Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3) 95 CY Ditching ESC-5 9 CY Excavation-bulk ESC-6 2 CY Fence, silt ESC-7 SWDM 5.4.3.1 1.5 LF 257 385.5 Fence, Temporary (NGPE) ESC-8 1.5 LF Geotextile Fabric ESC-9 2.5 SY Hay Bale Silt Trap ESC-10 0.5 Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.8 SY Interceptor Swale / Dike ESC-12 1 LF Jute Mesh ESC-13 SWDM 5.4.2.2 3.5 SY Level Spreader ESC-14 1.75 LF Mulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.5 SY Mulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2 SY Piping, temporary, CPP, 6" ESC-17 12 LF Piping, temporary, CPP, 8" ESC-18 14 LF Piping, temporary, CPP, 12" ESC-19 18 LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4 SY 15 60 Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2) 45 CY Rock Construction Entrance, 50'x15'x1' ESC-22 SWDM 5.4.4.1 1800 Each 1 1800 Rock Construction Entrance, 100'x15'x1' ESC-23 SWDM 5.4.4.1 3200 Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2200 Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 19 LF Sed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 70 LF Seeding, by hand ESC-27 SWDM 5.4.2.4 1 SY Sodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 8 SY Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 10 SY TESC Supervisor ESC-30 110 HR Water truck, dust control ESC-31 SWDM 5.4.7 140 HR WRITE-IN-ITEMS Unit Reference # Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL: 2316.5 SALES TAX @ 10% 231.65 EROSION/SEDIMENT TOTAL: 2548.15 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:######## 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 6 CY 0 0 0 0 Backfill & Compaction- trench GI-2 9 CY 0 0 0 0 Clear/Remove Brush, by hand (SY) GI-3 1 SY 0 0 0 0 Bollards - fixed GI-4 240.74 Each 0 0 0 0 Bollards - removable GI-5 452.34 Each 0 0 0 0 Clearing/Grubbing/Tree Removal GI-6 10000 Acre 0 0 0 0.02 200 0 Excavation - bulk GI-7 2 CY 0 0 0 0 Excavation - Trench GI-8 5 CY 0 0 0 0 Fencing, cedar, 6' high GI-9 20 LF 0 0 0 0 Fencing, chain link, 4' GI-10 38.31 LF 0 0 0 0 Fencing, chain link, vinyl coated, 6' high GI-11 20 LF 0 0 0 0 Fencing, chain link, gate, vinyl coated, 20' GI-12 1400 Each 0 0 0 0 Fill & compact - common barrow GI-13 25 CY 10 250 0 0 0 Fill & compact - gravel base GI-14 27 CY 10 270 0 0 0 Fill & compact - screened topsoil GI-15 39 CY 0 0 0 0 Gabion, 12" deep, stone filled mesh GI-16 65 SY 0 0 0 0 Gabion, 18" deep, stone filled mesh GI-17 90 SY 0 0 0 0 Gabion, 36" deep, stone filled mesh GI-18 150 SY 0 0 0 0 Grading, fine, by hand GI-19 2.5 SY 0 0 0 0 Grading, fine, with grader GI-20 2 SY 0 0 0 0 Monuments, 3' Long GI-21 250 Each 0 0 0 0 Sensitive Areas Sign GI-22 7 Each 0 0 0 0 Sodding, 1" deep, sloped ground GI-23 8 SY 0 0 0 0 Surveying, line & grade GI-24 850 Day 0 0 0 0 Surveying, lot location/lines GI-25 1800 Acre 0 0 0 0 Topsoil Type A (imported) GI-26 28.5 CY 0 0 0 0 Traffic control crew ( 2 flaggers ) GI-27 120 HR 8 960 0 0 0 Trail, 4" chipped wood GI-28 8 SY 0 0 0 0 Trail, 4" crushed cinder GI-29 9 SY 0 0 0 0 Trail, 4" top course GI-30 12 SY 0 0 0 0 Conduit, 2" GI-31 5 LF 0 0 0 0 Wall, retaining, concrete GI-32 55 SF 0 0 0 0 Wall, rockery GI-33 15 SF 0 0 0 0 SUBTOTAL THIS PAGE: 1480 0 200 0 (B) (C) (D) (E) Quant. Unit Price Unit Quant. Price Quant. Price Quant. Price Complete Price ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding, 4' wide machine < 1000sy RI-1 30 SY 0 0 0 0 AC Grinding, 4' wide machine 1000-2000sy RI-2 16 SY 0 0 0 0 AC Grinding, 4' wide machine > 2000sy RI-3 10 SY 0 0 0 0 AC Removal/Disposal RI-4 35 SY 0 0 0 0 Barricade, Type III ( Permanent ) RI-5 56 LF 0 0 0 0 Guard Rail RI-6 30 LF 0 0 0 0 Curb & Gutter, rolled RI-7 17 LF 0 0 0 0 Curb & Gutter, vertical RI-8 12.5 LF 133 1662.5 0 0 0 Curb and Gutter, demolition and disposal RI-9 18 LF 0 0 0 0 Curb, extruded asphalt RI-10 5.5 LF 0 0 0 0 Curb, extruded concrete RI-11 7 LF 0 0 0 0 Sawcut, asphalt, 3" depth RI-12 1.85 LF 152 281.2 0 0 0 Sawcut, concrete, per 1" depth RI-13 3 LF 0 0 0 0 Sealant, asphalt RI-14 2 LF 0 0 0 0 Shoulder, gravel, 4" thick RI-15 15 SY 0 0 0 0 Sidewalk, 4" thick RI-16 38 SY 66 2508 0 0 0 Sidewalk, 4" thick, demolition and disposal RI-17 32 SY 0 0 0 0 Sidewalk, 5" thick RI-18 41 SY 0 0 0 0 Sidewalk, 5" thick, demolition and disposal RI-19 40 SY 0 0 0 0 Sign, Handicap RI-20 85 Each 0 0 0 0 Striping, per stall RI-21 7 Each 0 0 0 0 Striping, thermoplastic, ( for crosswalk ) RI-22 3 SF 0 0 0 0 Striping, 4" reflectorized line RI-23 0.5 LF 0 0 0 0 Additional 2.5" Crushed Surfacing RI-24 3.6 SY 0 0 0 0 HMA 1/2" Overlay 1.5" RI-25 14 SY 0 0 0 0 HMA 1/2" Overlay 2" RI-26 18 SY 0 0 0 0 HMA Road, 2", 4" rock, First 2500 SY RI-27 28 SY 0 0 0 0 HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 21 SY 0 0 0 0 HMA Road, 4", 6" rock, First 2500 SY RI-29 45 SY 0 0 0 0 HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 37 SY 0 0 0 0 HMA Road, 4", 4.5" ATB RI-31 38 SY 0 0 0 0 Gravel Road, 4" rock, First 2500 SY RI-32 15 SY 0 0 0 0 Gravel Road, 4" rock, Qty. over 2500 SY RI-33 10 SY 0 0 0 0 Thickened Edge RI-34 8.6 LF 0 0 0 0 SUBTOTAL THIS PAGE: 4451.7 0 0 0 (B) (C) (D) (E) PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL-1 21 SY 0 0 0 0 2" AC, 1.5" top course & 2.5" base course PL-2 28 SY 0 0 0 0 4" select borrow PL-3 5 SY 0 0 0 0 1.5" top course rock & 2.5" base course PL-4 14 SY 0 0 0 0 SUBTOTAL PARKING LOT SURFACING: 0 0 0 0 (B) (C) (D) (E) LANDSCAPING & VEGETATION No. Street Trees LA-1 225 2 450 0 0 0 Median Landscaping LA-2 0 0 0 0 Right-of-Way Landscaping LA-3 2.5 SF 863 2157.5 0 0 0 Wetland Landscaping LA-4 0 0 0 0 SUBTOTAL LANDSCAPING & VEGETATION: 2607.5 0 0 0 (B) (C) (D) (E) TRAFFIC & LIGHTING No. Signs TR-1 0 0 0 0 Street Light System ( # of Poles) TR-2 0 0 0 0 Traffic Signal TR-3 0 0 0 0 Traffic Signal Modification TR-4 0 0 0 0 SUBTOTAL TRAFFIC & LIGHTING: 0 0 0 0 (B) (C) (D) (E) WRITE-IN-ITEMS UG-1 150 LF 0 0 0 0 DW-1 2500 EA 0 0 0 0 0 0 0 0 SUBTOTAL WRITE-IN ITEMS: 0 0 0 0 STREET AND SITE IMPROVEMENTS SUBTOTAL: 8539.2 0 200 0 SALES TAX @ 10% 853.92 0 20 0 STREET AND SITE IMPROVEMENTS TOTAL: 9393.12 0 220 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:######## Existing Future Public Private Quantity Remaining (Bond Reduction) Actual/Estimated Construction Costs Drainage Right-of-Way Improvements Improvements Totals (B) (C) (D) (E) (D-T) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Unit Price Unit 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 26 SY 0 0 0 0 26 Each 0 0 * (CBs include frame and lid) 0 0 0 0 Each 0 0 Beehive D-2 90 Each 0 0 0 0 90 Each 0 0 Through-curb Inlet Framework D-3 400 Each 0 0 0 0 400 FEET 0 0 CB Type I D-4 1500 Each 0 0 0 0 1500 Each 0 0 CB Type IL D-5 1750 Each 0 0 0 0 1750 LF 0 0 CB Type II, 48" diameter D-6 2300 Each 1 2300 0 0 0 2300 LF 1 2300 for additional depth over 4' D-7 480 FT 0 0 0 0 480 LF 0 0 CB Type II, 54" diameter D-8 2500 Each 0 0 0 0 2500 LF 0 0 for additional depth over 4' D-9 495 FT 0 0 0 0 495 LF 0 0 CB Type II, 60" diameter D-10 2800 Each 0 0 0 0 2800 LS 0 0 for additional depth over 4' D-11 600 FT 0 0 0 0 600 Each 0 0 CB Type II, 72" diameter D-12 6000 Each 0 0 0 0 3600 FEET 0 0 for additional depth over 4' D-13 850 FT 0 0 0 0 850 Each 0 0 CB Type II, 96" diameter D-14 14000 Each 0 0 0 0 3600 FEET 0 0 for additional depth over 4' D-15 925 FT 0 0 0 0 850 Each 0 0 Trash Rack, 12" D-16 350 Each 0 0 0 0 350 Each 0 0 Trash Rack, 15" D-17 410 Each 0 0 0 0 410 Each 0 0 Trash Rack, 18" D-18 480 Each 0 0 0 0 480 Each 0 0 Trash Rack, 21" D-19 550 Each 1 550 0 0 0 550 Each 1 550 Cleanout, PVC, 4" D-20 150 Each 0 0 0 0 150 Each 0 0 Cleanout, PVC, 6" D-21 170 Each 0 0 0 0 170 FEET 0 0 Cleanout, PVC, 8" D-22 200 Each 0 0 0 0 200 Each 0 0 Culvert, PVC, 4" D-23 10 LF 0 0 0 0 10 Each 0 0 Culvert, PVC, 6" D-24 13 LF 0 0 0 0 13 Each 0 0 Culvert, PVC, 8" D-25 15 LF 0 0 0 0 15 Each 0 0 Culvert, PVC, 12" D-26 23 LF 0 0 0 0 23 Each 0 0 Culvert, PVC, 15" D-27 35 LF 0 0 0 0 35 Each 0 0 Culvert, PVC, 18" D-28 41 LF 0 0 0 0 41 Each 0 0 Culvert, PVC, 24" D-29 56 LF 0 0 0 0 56 Each 0 0 Culvert, PVC, 30" D-30 78 LF 0 0 0 0 78 Each 0 0 Culvert, PVC, 36" D-31 130 LF 0 0 0 0 130 Each 0 0 Culvert, CMP, 8" D-32 19 LF 0 0 0 0 19 Each 0 0 Culvert, CMP, 12" D-33 29 LF 0 0 0 0 29 Each 0 0 SUBTOTAL THIS PAGE: 2850 0 0 0 (B) (C) (D) (E) Quant. Unit Price Unit Quant. Price Quant. Price Quant. Price Complete Price DRAINAGE (Continued) Culvert, CMP, 15" D-34 35 LF 0 0 0 0 35 Each 0 0 Culvert, CMP, 18" D-35 41 LF 0 0 0 0 41 Each 0 0 Culvert, CMP, 24" D-36 56 LF 0 0 0 0 56 Each 0 0 Culvert, CMP, 30" D-37 78 LF 0 0 0 0 78 Each 0 0 Culvert, CMP, 36" D-38 130 LF 0 0 0 0 130 Each 0 0 Culvert, CMP, 48" D-39 190 LF 0 0 0 0 190 Each 0 0 Culvert, CMP, 60" D-40 270 LF 0 0 0 0 270 Each 0 0 Culvert, CMP, 72" D-41 350 LF 0 0 0 0 350 Each 0 0 Culvert, Concrete, 8" D-42 42 LF 0 0 0 0 42 Each 0 0 Culvert, Concrete, 12" D-43 48 LF 0 0 0 0 48 Each 0 0 Culvert, Concrete, 15" D-44 78 LF 0 0 0 0 78 Each 0 0 Culvert, Concrete, 18" D-45 48 LF 0 0 0 0 48 Each 0 0 Culvert, Concrete, 24" D-46 78 LF 0 0 0 0 78 Each 0 0 Culvert, Concrete, 30" D-47 125 LF 0 0 0 0 125 Each 0 0 Culvert, Concrete, 36" D-48 150 LF 0 0 0 0 150 Each 0 0 Culvert, Concrete, 42" D-49 175 LF 0 0 0 0 175 Each 0 0 Culvert, Concrete, 48" D-50 205 LF 0 0 0 0 205 Each 0 0 Culvert, CPE Triple Wall, 6" D-51 14 LF 0 0 0 0 14 Each 0 0 Culvert, CPE Triple Wall, 8" D-52 16 LF 0 0 0 0 16 Each 0 0 Culvert, CPE Triple Wall, 12" D-53 24 LF 0 0 0 0 24 Each 0 0 Culvert, CPE Triple Wall, 15" D-54 35 LF 0 0 0 0 35 Each 0 0 Culvert, CPE Triple Wall, 18" D-55 41 LF 0 0 0 0 41 Each 0 0 Culvert, CPE Triple Wall, 24" D-56 56 LF 23 1288 0 0 0 56 Each 23 1288 Culvert, CPE Triple Wall, 30" D-57 78 LF 0 0 0 0 78 Each 0 0 Culvert, CPE Triple Wall, 36" D-58 130 LF 0 0 0 0 130 Each 0 0 Culvert, LCPE, 6" D-59 60 LF 0 0 0 0 14 Each 0 0 Culvert, LCPE, 8" D-60 72 LF 0 0 0 0 16 Each 0 0 Culvert, LCPE, 12" D-61 84 LF 0 0 0 0 24 Each 0 0 Culvert, LCPE, 15" D-62 96 LF 0 0 0 0 35 Each 0 0 Culvert, LCPE, 18" D-63 108 LF 0 0 0 0 41 Each 0 0 Culvert, LCPE, 24" D-64 120 LF 0 0 0 0 56 Each 0 0 Culvert, LCPE, 30" D-65 132 LF 0 0 0 0 78 Each 0 0 Culvert, LCPE, 36" D-66 144 LF 0 0 0 0 130 Each 0 0 Culvert, LCPE, 48" D-67 156 LF 0 0 0 0 41 Each 0 0 Culvert, LCPE, 54" D-68 168 LF 0 0 0 0 56 Each 0 0 SUBTOTAL THIS PAGE: 1288 0 0 0 (B) (C) (D) (E) DRAINAGE (Continued) Culvert, LCPE, 60" D-69 180 LF 0 0 0 0 78 Each 0 0 Culvert, LCPE, 72" D-70 192 LF 0 0 0 0 130 Each 0 0 Culvert, HDPE, 6" D-71 42 LF 0 0 0 0 14 Each 0 0 Culvert, HDPE, 8" D-72 42 LF 0 0 0 0 16 Each 0 0 Culvert, HDPE, 12" D-73 74 LF 0 0 0 0 24 Each 0 0 Culvert, HDPE, 15" D-74 106 LF 0 0 0 0 35 Each 0 0 Culvert, HDPE, 18" D-75 138 LF 0 0 0 0 41 Each 0 0 Culvert, HDPE, 24" D-76 221 LF 0 0 0 0 56 Each 0 0 Culvert, HDPE, 30" D-77 276 LF 0 0 0 0 78 Each 0 0 Culvert, HDPE, 36" D-78 331 LF 0 0 0 0 130 Each 0 0 Culvert, HDPE, 48" D-79 386 LF 0 0 0 0 41 Each 0 0 Culvert, HDPE, 54" D-80 441 LF 0 0 0 0 56 Each 0 0 Culvert, HDPE, 60" D-81 496 LF 0 0 0 0 78 Each 0 0 Culvert, HDPE, 72" D-82 551 LF 0 0 0 0 130 Each 0 0 Pipe, Polypropylene, 6" D-83 84 LF 0 0 0 0 14 Each 0 0 Pipe, Polypropylene, 8" D-84 89 LF 0 0 0 0 16 Each 0 0 Pipe, Polypropylene, 12" D-85 95 LF 0 0 0 0 24 Each 0 0 Pipe, Polypropylene, 15" D-86 100 LF 0 0 0 0 35 Each 0 0 Pipe, Polypropylene, 18" D-87 106 LF 0 0 0 0 41 Each 0 0 Pipe, Polypropylene, 24" D-88 111 LF 0 0 0 0 56 Each 0 0 Pipe, Polypropylene, 30" D-89 119 LF 0 0 0 0 78 Each 0 0 Pipe, Polypropylene, 36" D-90 154 LF 0 0 0 0 130 Each 0 0 Pipe, Polypropylene, 48" D-91 226 LF 0 0 0 0 41 Each 0 0 Pipe, Polypropylene, 54" D-92 332 LF 0 0 0 0 56 Each 0 0 Pipe, Polypropylene, 60" D-93 439 LF 0 0 0 0 78 Each 0 0 Pipe, Polypropylene, 72" D-94 545 LF 0 0 0 0 130 Each 0 0 Culvert, DI, 6" D-95 61 LF 0 0 0 0 14 Each 0 0 Culvert, DI, 8" D-96 84 LF 0 0 0 0 16 Each 0 0 Culvert, DI, 12" D-97 106 LF 0 0 0 0 24 Each 0 0 Culvert, DI, 15" D-98 129 LF 0 0 0 0 35 Each 0 0 Culvert, DI, 18" D-99 152 LF 0 0 0 0 41 Each 0 0 Culvert, DI, 24" D-100 175 LF 0 0 0 0 56 Each 0 0 Culvert, DI, 30" D-101 198 LF 0 0 0 0 78 Each 0 0 Culvert, DI, 36" D-102 220 LF 0 0 0 0 130 Each 0 0 Culvert, DI, 48" D-103 243 LF 0 0 0 0 41 Each 0 0 Culvert, DI, 54" D-104 266 LF 0 0 0 0 56 Each 0 0 Culvert, DI, 60" D-105 289 LF 0 0 0 0 78 Each 0 0 Culvert, DI, 72" D-106 311 LF 0 0 0 0 130 Each 0 0 SUBTOTAL THIS PAGE: 0 0 0 0 (B) (C) (D) (E) Specialty Drainage Items Ditching SD-1 9.5 CY 0 0 0 0 9.5 Each 0 0 Flow Dispersal Trench (1,436 base+) SD-3 28 LF 47 2752 28 Each 47 1316 French Drain (3' depth) SD-4 26 LF 0 0 0 0 26 Each 0 0 Geotextile, laid in trench, polypropylene SD-5 3 SY 0 0 0 0 3 Each 0 0 Mid-tank Access Riser, 48" dia, 6' deep SD-6 2000 Each 0 0 0 0 2000 Each 0 0 Pond Overflow Spillway SD-7 16 SY 0 0 0 0 16 Each 0 0 Restrictor/Oil Separator, 12" SD-8 1150 Each 0 0 0 0 1150 Each 0 0 Restrictor/Oil Separator, 15" SD-9 1350 Each 0 0 0 0 1350 Each 0 0 Restrictor/Oil Separator, 18" SD-10 1700 Each 0 0 0 0 1700 Each 0 0 Riprap, placed SD-11 42 CY 0 0 0 0 42 Each 0 0 Tank End Reducer (36" diameter) SD-12 1200 Each 0 0 0 0 1200 Each 0 0 Infiltration pond testing SD-13 125 HR 0 0 0 0 125 Each 0 0 Permeable Pavement SD-14 0 0 0 0 1200 Each 0 0 Permeable Concrete Sidewalk SD-15 0 0 0 0 1200 Each 0 0 Culvert, Box __ ft x __ ft SD-16 0 0 0 0 FEET 0 0 SUBTOTAL SPECIALTY DRAINAGE ITEMS: 0 0 2752 0 (B) (C) (D) (E) STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch) Detention Pond SF-1 Each 0 0 0 0 Each 0 0 Detention Tank SF-2 Each 0 0 0 0 Each 0 0 Detention Vault SF-3 Each 0 0 0 0 Each 0 0 Infiltration Pond SF-4 Each 0 0 0 0 Each 0 0 Infiltration Tank SF-5 Each 0 0 0 0 Each 0 0 Infiltration Vault SF-6 Each 0 0 0 0 Each 0 0 Infiltration Trenches SF-7 Each 0 0 0 0 Each 0 0 Basic Biofiltration Swale SF-8 Each 0 0 0 0 Each 0 0 Wet Biofiltration Swale SF-9 Each 0 0 0 0 Each 0 0 Wetpond SF-10 Each 0 0 0 0 Each 0 0 Wetvault SF-11 Each 0 0 0 0 Each 0 0 Sand Filter SF-12 Each 0 0 0 0 Each 0 0 Sand Filter Vault SF-13 Each 0 0 0 0 Each 0 0 Linear Sand Filter SF-14 Each 0 0 0 0 Each 0 0 Proprietary Facility SF-15 Each 0 0 0 0 Each 0 0 Bioretention Facility SF-16 Each 0 0 0 0 Each 0 0 SUBTOTAL STORMWATER FACILITIES: 0 0 0 0 5454 Drainage Totals (B) (C) (D) (E) WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs) WI-1 0 0 0 0 Each 0 0 WI-2 0 0 0 0 WI-3 0 0 0 0 WI-4 0 0 0 0 WI-5 0 0 0 0 WI-6 0 0 0 0 Each 0 0 WI-7 0 0 0 0 Each 0 0 WI-8 0 0 0 0 Each 0 0 WI-9 0 0 0 0 Each 0 0 WI-10 0 0 0 0 Each 0 0 WI-11 0 0 0 0 Each 0 0 WI-12 0 0 0 0 Each 0 0 WI-13 0 0 0 0 Each 0 0 WI-14 0 0 0 0 Each 0 0 WI-15 0 0 0 0 Each 0 0 SUBTOTAL WRITE-IN ITEMS: 0 0 0 0 8058 Drainage Totals DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: 4138 0 2752 0 SALES TAX @ 10% 413.8 0 275.2 0 DRAINAGE AND STORMWATER FACILITIES TOTAL: 4551.8 0 3027.2 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:######## Existing Future Public Private Quantity Remaining (Bond Reduction) Actual/Estimated Construction Costs Water Right-of-Way Improvements Improvements Totals (B) (C) (D) (E) (W-T) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Unit Price Unit Quant. Cost Connection to Existing Watermain W-1 2000 Each 0 0 0 0 2000 Each 0 0 Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 50 LF 0 0 0 0 65 Each 0 0 Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 56 LF 0 0 0 0 65 Each 0 0 Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 60 LF 0 0 0 0 85 Each 0 0 Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 70 LF 0 0 0 0 103 LF 0 0 Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 80 LF 0 0 0 0 125 LF 0 0 Gate Valve, 4 inch Diameter W-7 500 Each 0 0 0 0 125 LF 0 0 Gate Valve, 6 inch Diameter W-8 700 Each 0 0 0 0 250 LF 0 0 Gate Valve, 8 Inch Diameter W-9 800 Each 0 0 0 0 380 LF 0 0 Gate Valve, 10 Inch Diameter W-10 1000 Each 0 0 0 0 425 LF 0 0 Gate Valve, 12 Inch Diameter W-11 1200 Each 0 0 0 0 500 LS 0 0 Fire Hydrant Assembly W-12 4000 Each 0 0 0 0 3000 Each 0 0 Permanent Blow-Off Assembly W-13 1800 Each 0 0 0 0 2500 FEET 0 0 Air-Vac Assembly, 2-Inch Diameter W-14 2000 Each 0 0 0 0 6000 Each 0 0 Air-Vac Assembly, 1-Inch Diameter W-15 1500 Each 0 0 0 0 7500 FEET 0 0 Compound Meter Assembly 3-inch Diameter W-16 8000 Each 0 0 0 0 12000 Each 0 0 Compound Meter Assembly 4-inch Diameter W-17 9000 Each 0 0 0 0 3800 FEET 0 0 Compound Meter Assembly 6-inch Diameter W-18 10000 Each 0 0 0 0 4200 Each 0 0 Pressure Reducing Valve Station 8-inch to 10-inch W-19 20000 Each 0 0 0 0 350 Each 0 0 WATER SUBTOTAL: 0 0 0 0 0 Water Total SALES TAX @ 10% 0 0 0 0 WATER TOTAL: 0 0 0 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:######## Existing Future Public Private Quantity Remaining (Bond Reduction) Actual/Estimated Construction Costs Sanitary Sewer Right-of-Way Improvements Improvements Totals (B) (C) (D) (E) (SS-T) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Unit Price Unit Quant. Cost Clean Outs SS-1 1000 Each 0 0 1 1000 0 500 Each 1 500 Grease Interceptor, 500 gallon SS-2 8000 Each 0 0 0 0 6000 Each 0 0 Grease Interceptor, 1000 gallon SS-3 10000 Each 0 0 0 0 10000 Each 0 0 Grease Interceptor, 1500 gallon SS-4 15000 Each 0 0 0 0 15000 Each 0 0 Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 80 LF 0 0 0 0 8 LF 0 0 Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 95 LF 0 0 0 0 0 12 LF 0 0 Sewer Pipe, PVC, 8 inch Diameter SS-7 105 LF 0 0 0 0 33 LF 0 0 Sewer Pipe, PVC, 12 Inch Diameter SS-8 120 LF 0 0 0 0 41 LF 0 0 Sewer Pipe, DI, 8 inch Diameter SS-9 115 LF 0 0 0 0 33 LF 0 0 Sewer Pipe, DI, 12 Inch Diameter SS-10 130 LF 0 0 0 0 41 LF 0 0 Manhole, 48 Inch Diameter SS-11 6000 Each 0 0 0 0 3000 Each 0 0 Manhole, 54 Inch Diameter SS-13 6500 Each 0 0 0 0 3500 Each 0 0 Manhole, 60 Inch Diameter SS-15 7500 Each 0 0 0 0 3700 Each 0 0 Manhole, 72 Inch Diameter SS-17 8500 Each 0 0 0 0 4000 Each 0 0 Manhole, 96 Inch Diameter SS-19 14000 Each 0 0 0 0 5000 Each 0 0 Pipe, C-900, 12 Inch Diameter SS-21 180 LF 0 0 0 0 90 LF 0 0 Outside Drop SS-24 1500 LS 0 0 0 0 LS 0 0 Inside Drop SS-25 1000 LS 0 0 0 0 LS 0 0 Sewer Pipe, PVC, ____ Inch Diameter SS-26 0 0 0 0 LF 0 0 Lift Station (Entire System) SS-27 LS 0 0 0 0 LS 0 0 SANITARY SEWER SUBTOTAL: 0 0 1000 0 500 Total Sewer Costs SALES TAX @ 10% 0 0 100 0 SANITARY SEWER TOTAL: 0 0 1100 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: 7/21/2020 Prepared by: Project Information Name: Dean Furr Project Name: Roppe SFR PE Registration No: 46937 CED Plan # (LUA): ##-###### Firm Name: Furr Engineering Services, PLLC CED Permit # (U): ######## Firm Address: 4715 142nd Pl SW Unit # B Site Address: 14005 160th Ave SE Phone No. 206-890-8291 Parcel #(s): 1423059097 Email Address: furrengineering@gmail.com Project Phase: FOR APPROVAL CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) MAINTENANCE BOND */** (after final acceptance of construction) Site Restoration/Erosion Sediment Control Subtotal (a) 2548.15 Existing Right-of-Way Improvements Subtotal (b) 9393.12 (b) 9393.12 Future Public Improvements Subtotal (c) 0 Stormwater & Drainage Facilities (Public & Private) Subtotal (d) 7579 (d) 7579 Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 (e) 0 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 (f) 0 Site Restoration P (a) x 100% 2548.15 Civil Construction Permit R ((b x 150%) + (d x 100%)) 21668.68 Maintenance Bond EST1 ((b) + (c) + (d)) x 20% 3394.424 Bond Reduction2 S (e) x 150% + (f) x 100% 0 Construction Permit Bond Amount 3 T (P +R - S) 24216.83 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 and profit.