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S_Bond Quantity Worksheet 20210525 redline for approval_v3
BOND 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: 44341 Project Phase 1 FOR APPROVAL Prepared by: Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Name: PE Registration No: Firm Name: C.E.S. NW Inc. Firm Address: 429 - 29th St. NE, Ste. D, Puyallup, WA 98372 Phone No. (253) 848-4282 Email Address: Project Location and Description Project Owner Information Project Name: 7th Street Short Plat Project Owner: Jagadeshwar Gattu CED Plan # (LUA): 19-000185 Phone: Phone CED Permit # (U): C20003070 Address: 14716 NE 76th St. Site Address: 3605 NE 7th St., Renton, WA 98056 Redmond, WA 98052 Street Intersection: NE 7th St. and Queen Ave. NE Addt'l Project Owner: N/A Parcel #(s): 801110-0135 Phone: N/A Abbreviated Legal Description: Lot 13, Block 2, Stewart's Highland Acre Tracts, according to the plat thereof recorded in Volume 43 of Plats, Page 17, records of King County, Washingon; Except the south 10 feet thereof; (Also known as Lot 1, City of Renton Lot Line Adjustment No. 015-79 recorded under Recording Number 9409121148) Address: N/A N/A 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 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 #:C20003070 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 16 568 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 450 675 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 2400 1920 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 150 600 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 20 2200 Water truck, dust control ESC-31 SWDM 5.4.7 140 HR 10 1400 WRITE-IN-ITEMS Unit Reference # Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL: 9163 SALES TAX @ 10% 916.3 EROSION/SEDIMENT TOTAL: 10079.3 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:C20003070 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 85 765 0 300 2700 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 0.64 6400 0 Excavation - bulk GI-7 2 CY 0 0 0 0 Excavation - Trench GI-8 5 CY 85 425 0 300 1500 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 0 0 1800 45000 0 Fill & compact - gravel base GI-14 27 CY 0 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 65 130 0 600 1200 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 0 250 7125 0 Traffic control crew ( 2 flaggers ) GI-27 120 HR 60 7200 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 2135 32025 0 SUBTOTAL THIS PAGE: 8520 0 95950 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 132 3960 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 40 1400 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 96 1200 0 12 150 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 275 508.75 0 40 74 0 Sawcut, concrete, per 1" depth RI-13 3 LF 0 0 0 0 Sealant, asphalt RI-14 2 LF 140 280 0 40 80 0 Shoulder, gravel, 4" thick RI-15 15 SY 0 0 0 0 Sidewalk, 4" thick RI-16 38 SY 38 1444 0 0 0 Sidewalk, 4" thick, demolition and disposal RI-17 32 SY 0 0 0 0 Sidewalk, 5" thick RI-18 41 SY 46 1886 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 0 600 2160 0 HMA 1/2" Overlay 1.5" RI-25 14 SY 135 1890 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 0 600 16800 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 70 3150 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 0 215 1849 0 SUBTOTAL THIS PAGE: 15718.75 0 21113 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-1 200 2 400 0 7 1400 0 Median Landscaping LA-2 0 0 0 0 Right-of-Way Landscaping LA-3 0 0 0 0 Wetland Landscaping LA-4 0 0 0 0 SUBTOTAL LANDSCAPING & VEGETATION: 400 0 1400 0 (B) (C) (D) (E) TRAFFIC & LIGHTING No. Signs TR-1 250 0 0 1 250 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 0 250 0 (B) (C) (D) (E) WRITE-IN-ITEMS 0 0 0 0 0 0 0 0 0 0 0 0 SUBTOTAL WRITE-IN ITEMS: 0 0 0 0 STREET AND SITE IMPROVEMENTS SUBTOTAL: 24638.75 0 118713 0 SALES TAX @ 10% 2463.875 0 11871.3 0 STREET AND SITE IMPROVEMENTS TOTAL: 27102.625 0 130584.3 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:C20003070 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 2 3000 0 1500 Each 2 3000 CB Type IL D-5 1750 Each 0 0 0 0 1750 LF 0 0 CB Type II, 48" diameter D-6 2300 Each 0 0 10 23000 0 2300 LF 10 23000 for additional depth over 4' D-7 480 FT 0 0 65 31200 0 480 LF 65 31200 CB Type II, 54" diameter D-8 2500 Each 0 0 1 2500 0 2500 LF 1 2500 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 0 0 0 0 550 Each 0 0 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: 0 0 59700 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 0 0 0 0 56 Each 0 0 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: 0 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 73 3066 0 14 Each 73 1022 Culvert, HDPE, 8" D-72 42 LF 0 0 0 0 16 Each 0 0 Culvert, HDPE, 12" D-73 74 LF 0 0 423 31302 0 24 Each 423 10152 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 0 102 10812 0 24 Each 102 2448 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 45180 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 28 Each 0 0 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 0 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 70000 Each 0 0 1 70000 0 Each 1 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 10000 Each 0 0 1 10000 0 Each 1 0 Bioretention Facility SF-16 Each 0 0 0 0 Each 0 0 SUBTOTAL STORMWATER FACILITIES: 0 0 80000 0 73322 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 86944 Drainage Totals DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: 0 0 184880 0 SALES TAX @ 10% 0 0 18488 0 DRAINAGE AND STORMWATER FACILITIES TOTAL: 0 0 203368 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:C20003070 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 1 2000 0 0 0 2000 Each 1 2000 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 0 196 10976 0 0 65 Each 196 12740 Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 60 LF 52 3120 0 0 0 85 Each 52 4420 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 1 700 0 0 250 LF 1 250 Gate Valve, 8 Inch Diameter W-9 800 Each 1 800 0 0 0 380 LF 1 380 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 1 4000 0 0 3000 Each 1 3000 Permanent Blow-Off Assembly W-13 1800 Each 0 1 1800 0 0 2500 FEET 1 2500 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: 5920 17476 0 0 25290 Water Total SALES TAX @ 10% 592 1747.6 0 0 WATER TOTAL: 6512 19223.6 0 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:C20003070 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 3 3000 0 500 Each 3 1500 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 75 7125 0 12 LF 75 900 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 10125 0 2400 Total Sewer Costs SALES TAX @ 10% 0 0 1012.5 0 SANITARY SEWER TOTAL: 0 0 11137.5 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: 44341 Prepared by: Project Information Name: Project Name: 7th Street Short Plat PE Registration No: CED Plan # (LUA): 19-000185 Firm Name: C.E.S. NW Inc. CED Permit # (U): C20003070 Firm Address: 429 - 29th St. NE, Ste. D, Puyallup, WA 98372 Site Address: 3605 NE 7th St., Renton, WA 98056 Phone No. (253) 848-4282 Parcel #(s): 801110-0135 Email Address: 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) 10079.3 Existing Right-of-Way Improvements Subtotal (b) 33614.625 (b) 33614.625 Future Public Improvements Subtotal (c) 19223.6 Stormwater & Drainage Facilities (Public & Private) Subtotal (d) 203368 (d) 203368 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% 10079.3 Civil Construction Permit R ((b x 150%) + (d x 100%)) 253789.9375 Maintenance Bond EST1 ((b) + (c) + (d)) x 20% 51241.245 Bond Reduction2 S (e) x 150% + (f) x 100% 0 Construction Permit Bond Amount 3 T (P +R - S) 263869.2375 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.