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Surety - Bond Quantity Worksheet
BOND 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. SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: 44637 Project Phase 1 FOR APPROVAL Prepared by: Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Name: Holli Heavrin PE Registration No: 53199 Firm Name: Core design Inc. Firm Address: 12100 NE 195th St #300, Bothel, WA 98011 Phone No. (425) 885-7877 Email Address: HHH@coredesigninc.com Project Location and Description Project Owner Information Project Name: Canopy Project Owner: Glacial Venture II, LLC CED Plan # (LUA): 19-000223 Phone: (360) 708-9130 CED Permit # (C): 21000838 Address: 18300 redmond Way, Suite 120 Site Address: 4196 Lincoln Ave NE Redmond, WA 98052 Street Intersection: N/A Addt'l Project Owner: Parcel #(s): 33457000015 Phone: Abbreviated Legal Description: See sheets for details Address: Clearing and Grading Utility Providers Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No: YES Water Service Provided by: CITY OF RENTON If Yes, Provide Forest Practice Permit #: 2422607 Sewer Service Provided by: COAL CREEK UTILITY DISTRICT 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 239895.789 Wastewater (Sanitary Sewer) B 0 Stormwater (Drainage) C 1512205.2234 Roadway (Erosion Control + Transportation) D 2034413.5971 Total Estimated Construction Costs E A + B + C + D 3786514.6095 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: 0.101 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 #:21000838 Description No. Unit (A) Reference # Price Unit Quantity Cost Backfill & compaction-embankment ESC-1 7.5 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 90 Each 28 2520 Catch Basin Protection ESC-3 145 Each 63 9135 Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3) 110 CY Ditching ESC-5 10.5 CY Excavation-bulk ESC-6 2.3 CY Fence, silt ESC-7 SWDM 5.4.3.1 5 LF 5013 25065 Fence, Temporary (NGPE) ESC-8 1.75 LF Geotextile Fabric ESC-9 3 SY Hay Bale Silt Trap ESC-10 0.6 Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.9 SY 24733 22259.7 Interceptor Swale / Dike ESC-12 1.15 LF 7843 9019.45 Jute Mesh ESC-13 SWDM 5.4.2.2 4 SY Level Spreader ESC-14 2 LF 40 80 Mulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.9 SY Mulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.3 SY Piping, temporary, CPP, 6" ESC-17 13.75 LF Piping, temporary, CPP, 8" ESC-18 16 LF Piping, temporary, CPP, 12" ESC-19 20.5 LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.6 SY Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2) 51 CY 288 14688 Rock Construction Entrance, 50'x15'x1' ESC-22 SWDM 5.4.4.1 2050 Each Rock Construction Entrance, 100'x15'x1' ESC-23 SWDM 5.4.4.1 3675 Each 1 3675 Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2525 Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 22 LF Sed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 80 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 9.2 SY Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 11.5 SY TESC Supervisor ESC-30 125 HR 80 10000 Water truck, dust control ESC-31 SWDM 5.4.7 160 HR 40 6400 WRITE-IN-ITEMS Unit Reference # Price Unit Quantity Cost 0 EROSION/SEDIMENT SUBTOTAL: 102842.15 SALES TAX @ 10.1% 10387.05715 EROSION/SEDIMENT TOTAL: 113229.20715 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:21000838 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 CY 0 0 0 0 Backfill & Compaction- trench GI-2 10.25 CY 0 0 0 0 Clear/Remove Brush, by hand (SY) GI-3 1.15 SY 0 0 0 0 Bollards - fixed GI-4 275 Each 0 0 0 0 Bollards - removable GI-5 520 Each 0 0 0 0 Clearing/Grubbing/Tree Removal GI-6 11475 Acre 0 1.7 19507.5 6.2 71145 0 Excavation - bulk GI-7 2.3 CY 0 74446 171225.8 23054 53024.2 0 Excavation - Trench GI-8 5.75 CY 0 0 0 0 Fencing, cedar, 6' high GI-9 23 LF 0 0 0 0 Fencing, chain link, 4' GI-10 44 LF 0 0 0 0 Fencing, chain link, vinyl coated, 6' high GI-11 23 LF 0 0 0 0 Fencing, chain link, gate, vinyl coated, 20' GI-12 1600 Each 0 0 0 0 Fill & compact - common barrow GI-13 28.75 CY 0 4489 129058.75 9994 287327.5 0 Fill & compact - gravel base GI-14 31 CY 0 0 0 0 Fill & compact - screened topsoil GI-15 44.75 CY 0 0 0 0 Gabion, 12" deep, stone filled mesh GI-16 74.5 SY 0 0 0 0 Gabion, 18" deep, stone filled mesh GI-17 103.25 SY 0 0 0 0 Gabion, 36" deep, stone filled mesh GI-18 172 SY 0 0 0 0 Grading, fine, by hand GI-19 2.9 SY 0 0 0 0 Grading, fine, with grader GI-20 2.3 SY 0 0 0 0 Monuments, 3' Long GI-21 1025 Each 0 0 0 0 Sensitive Areas Sign GI-22 8 Each 0 0 0 0 Sodding, 1" deep, sloped ground GI-23 9.25 SY 0 0 0 0 Surveying, line & grade GI-24 975 Day 5 4875 20 19500 25 24375 0 Surveying, lot location/lines GI-25 2050 Acre 0 4 8200 10 20500 0 Topsoil Type A (imported) GI-26 32.75 CY 0 0 0 0 Traffic control crew ( 2 flaggers ) GI-27 137.75 HR 40 5510 0 0 0 Trail, 4" chipped wood GI-28 9.15 SY 0 523 4785.45 0 0 Trail, 4" crushed cinder GI-29 10.25 SY 0 0 0 0 Trail, 4" top course GI-30 13.75 SY 0 0 0 0 Conduit, 2" GI-31 5.75 LF 0 0 0 0 Wall, retaining, concrete GI-32 63 SF 15 945 141 8883 1264 79632 0 Wall, rockery GI-33 17.25 SF 0 0 255 4398.75 0 SUBTOTAL THIS PAGE: 11330 361160.5 540402.45 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 34.5 SY 0 0 0 0 AC Grinding, 4' wide machine 1000-2000sy RI-2 18.25 SY 0 0 0 0 AC Grinding, 4' wide machine > 2000sy RI-3 11.5 SY 0 0 0 0 AC Removal/Disposal RI-4 40 SY 0 0 0 0 Barricade, Type III ( Permanent ) RI-5 64.25 LF 0 0 0 0 Guard Rail RI-6 34.5 LF 0 0 0 0 Curb & Gutter, rolled RI-7 19.5 LF 0 0 0 0 Curb & Gutter, vertical RI-8 14.25 LF 434 6184.5 4084 58197 0 0 Curb and Gutter, demolition and disposal RI-9 20.5 LF 0 0 0 0 Curb, extruded asphalt RI-10 6.25 LF 0 0 0 0 Curb, extruded concrete RI-11 8 LF 0 0 0 0 Sawcut, asphalt, 3" depth RI-12 3 LF 841 2523 0 0 0 Sawcut, concrete, per 1" depth RI-13 5 LF 0 0 0 0 Sealant, asphalt RI-14 2.25 LF 0 0 0 0 Shoulder, gravel, 4" thick RI-15 17.25 SY 0 0 0 0 Sidewalk, 4" thick RI-16 43.5 SY 574 24969 1706 74211 270 11745 0 Sidewalk, 4" thick, demolition and disposal RI-17 37 SY 0 0 0 0 Sidewalk, 5" thick RI-18 47 SY 0 0 0 0 Sidewalk, 5" thick, demolition and disposal RI-19 46 SY 0 0 0 0 Sign, Handicap RI-20 97 Each 0 0 0 0 Striping, per stall RI-21 8 Each 0 0 0 0 Striping, thermoplastic, ( for crosswalk ) RI-22 3.5 SF 0 0 0 0 Striping, 4" reflectorized line RI-23 0.55 LF 0 0 0 0 Additional 2.5" Crushed Surfacing RI-24 4.15 SY 0 0 0 0 HMA 1/2" Overlay 1.5" RI-25 16 SY 0 0 0 0 HMA 1/2" Overlay 2" RI-26 20.75 SY 0 0 0 0 HMA Road, 2", 4" rock, First 2500 SY RI-27 32.25 SY 0 0 0 0 HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 24 SY 0 0 0 0 HMA Road, 4", 6" rock, First 2500 SY RI-29 51.75 SY 2280 117990 2500 129375 2500 129375 0 HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 42.5 SY 0 1374 58395 655 27837.5 0 HMA Road, 4", 4.5" ATB RI-31 43.5 SY 0 0 0 0 Gravel Road, 4" rock, First 2500 SY RI-32 17.25 SY 0 0 0 0 Gravel Road, 4" rock, Qty. over 2500 SY RI-33 11.5 SY 0 0 0 0 Thickened Edge RI-34 10 LF 0 0 0 0 SUBTOTAL THIS PAGE: 151666.5 320178 168957.5 0 (B) (C) (D) (E) PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL-1 24 SY 0 0 0 0 2" AC, 1.5" top course & 2.5" base course PL-2 32 SY 0 0 0 0 4" select borrow PL-3 5.75 SY 0 0 0 0 1.5" top course rock & 2.5" base course PL-4 16 SY 0 0 0 0 SUBTOTAL PARKING LOT SURFACING: 0 0 0 0 (B) (C) (D) (E) LANDSCAPING & VEGETATION No. Street Trees LA-1 500 EA 10 5000 44 22000 0 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: 5000 22000 0 0 (B) (C) (D) (E) TRAFFIC & LIGHTING No. Signs TR-1 250 EA 1 250 16 4000 0 0 Street Light System ( # of Poles) TR-2 5000 EA 3 15000 29 145000 0 0 Traffic Signal TR-3 0 0 0 0 Traffic Signal Modification TR-4 0 0 0 0 SUBTOTAL TRAFFIC & LIGHTING: 15250 149000 0 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: 183246.5 852338.5 709359.95 0 SALES TAX @ 10.1% 18507.8965 86086.1885 71645.35495 0 STREET AND SITE IMPROVEMENTS TOTAL: 201754.3965 938424.6885 781005.30495 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:21000838 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 30 SY 0 0 0 0 26 Each 0 0 * (CBs include frame and lid) 0 0 0 0 Each 0 0 Beehive D-2 103 Each 0 0 0 0 90 Each 0 0 Through-curb Inlet Framework D-3 460 Each 0 0 0 0 400 FEET 0 0 CB Type I D-4 1725 Each 7 12075 28 48300 0 0 1500 Each 35 52500 CB Type IL D-5 2000 Each 0 1 2000 0 0 1750 LF 1 1750 CB Type II, 48" diameter D-6 3500 Each 0 19 66500 0 0 2300 LF 19 43700 for additional depth over 4' D-7 550 FT 0 179 98450 0 0 480 LF 179 85920 CB Type II, 54" diameter D-8 4075 Each 0 1 4075 0 0 2500 LF 1 2500 for additional depth over 4' D-9 570 FT 0 0 0 0 495 LF 0 0 CB Type II, 60" diameter D-10 4225 Each 0 0 0 0 2800 LS 0 0 for additional depth over 4' D-11 690 FT 0 0 0 0 600 Each 0 0 CB Type II, 72" diameter D-12 6900 Each 0 0 0 0 3600 FEET 0 0 for additional depth over 4' D-13 975 FT 0 0 0 0 850 Each 0 0 CB Type II, 96" diameter D-14 16000 Each 0 0 0 0 3600 FEET 0 0 for additional depth over 4' D-15 1050 FT 0 0 0 0 850 Each 0 0 Trash Rack, 12" D-16 400 Each 0 0 0 0 350 Each 0 0 Trash Rack, 15" D-17 470 Each 0 0 0 0 410 Each 0 0 Trash Rack, 18" D-18 550 Each 0 0 0 0 480 Each 0 0 Trash Rack, 21" D-19 630 Each 0 0 0 0 550 Each 0 0 Cleanout, PVC, 4" D-20 170 Each 0 0 0 0 150 Each 0 0 Cleanout, PVC, 6" D-21 195 Each 0 0 56 10920 0 170 FEET 56 9520 Cleanout, PVC, 8" D-22 230 Each 0 0 0 0 200 Each 0 0 Culvert, PVC, 4" D-23 11.5 LF 0 0 0 0 10 Each 0 0 Culvert, PVC, 6" D-24 15 LF 0 1287 19305 0 0 13 Each 1287 16731 Culvert, PVC, 8" D-25 17 LF 0 425 7225 0 0 15 Each 425 6375 Culvert, PVC, 12" D-26 26 LF 0 2633 68458 0 0 23 Each 2633 60559 Culvert, PVC, 15" D-27 40 LF 0 0 0 0 35 Each 0 0 Culvert, PVC, 18" D-28 47 LF 0 312 14664 0 0 41 Each 312 12792 Culvert, PVC, 24" D-29 65 LF 0 105 6825 0 0 56 Each 105 5880 Culvert, PVC, 30" D-30 90 LF 0 0 0 0 78 Each 0 0 Culvert, PVC, 36" D-31 150 LF 0 0 0 0 130 Each 0 0 Culvert, CMP, 8" D-32 22 LF 0 0 0 0 19 Each 0 0 Culvert, CMP, 12" D-33 33 LF 0 0 0 0 29 Each 0 0 SUBTOTAL THIS PAGE: 12075 335802 10920 0 (B) (C) (D) (E) Quant. Unit Price Unit Quant. Price Quant. Price Quant. Price Complete Price DRAINAGE (Continued) Culvert, CMP, 15" D-34 40 LF 0 0 0 0 35 Each 0 0 Culvert, CMP, 18" D-35 47 LF 0 0 0 0 41 Each 0 0 Culvert, CMP, 24" D-36 64 LF 0 0 0 0 56 Each 0 0 Culvert, CMP, 30" D-37 90 LF 0 0 0 0 78 Each 0 0 Culvert, CMP, 36" D-38 150 LF 0 0 0 0 130 Each 0 0 Culvert, CMP, 48" D-39 218 LF 0 0 0 0 190 Each 0 0 Culvert, CMP, 60" D-40 310 LF 0 0 0 0 270 Each 0 0 Culvert, CMP, 72" D-41 400 LF 0 0 0 0 350 Each 0 0 Culvert, Concrete, 8" D-42 48 LF 0 0 0 0 42 Each 0 0 Culvert, Concrete, 12" D-43 55 LF 0 32 1760 0 0 48 Each 32 1536 Culvert, Concrete, 15" D-44 89 LF 0 0 0 0 78 Each 0 0 Culvert, Concrete, 18" D-45 100 LF 0 0 0 0 48 Each 0 0 Culvert, Concrete, 24" D-46 120 LF 0 0 0 0 78 Each 0 0 Culvert, Concrete, 30" D-47 145 LF 0 0 0 0 125 Each 0 0 Culvert, Concrete, 36" D-48 175 LF 0 0 0 0 150 Each 0 0 Culvert, Concrete, 42" D-49 200 LF 0 0 0 0 175 Each 0 0 Culvert, Concrete, 48" D-50 235 LF 0 0 0 0 205 Each 0 0 Culvert, CPE Triple Wall, 6" D-51 16 LF 0 0 0 0 14 Each 0 0 Culvert, CPE Triple Wall, 8" D-52 18 LF 0 0 0 0 16 Each 0 0 Culvert, CPE Triple Wall, 12" D-53 27 LF 0 0 0 0 24 Each 0 0 Culvert, CPE Triple Wall, 15" D-54 40 LF 0 0 0 0 35 Each 0 0 Culvert, CPE Triple Wall, 18" D-55 47 LF 0 0 0 0 41 Each 0 0 Culvert, CPE Triple Wall, 24" D-56 64 LF 0 0 0 0 56 Each 0 0 Culvert, CPE Triple Wall, 30" D-57 90 LF 0 0 0 0 78 Each 0 0 Culvert, CPE Triple Wall, 36" D-58 149 LF 0 0 0 0 130 Each 0 0 Culvert, LCPE, 6" D-59 69 LF 0 0 0 0 14 Each 0 0 Culvert, LCPE, 8" D-60 83 LF 0 0 0 0 16 Each 0 0 Culvert, LCPE, 12" D-61 96 LF 0 0 0 0 24 Each 0 0 Culvert, LCPE, 15" D-62 110 LF 0 0 0 0 35 Each 0 0 Culvert, LCPE, 18" D-63 124 LF 0 0 0 0 41 Each 0 0 Culvert, LCPE, 24" D-64 138 LF 0 0 0 0 56 Each 0 0 Culvert, LCPE, 30" D-65 151 LF 0 0 0 0 78 Each 0 0 Culvert, LCPE, 36" D-66 165 LF 0 0 0 0 130 Each 0 0 Culvert, LCPE, 48" D-67 179 LF 0 0 0 0 41 Each 0 0 Culvert, LCPE, 54" D-68 193 LF 0 0 0 0 56 Each 0 0 SUBTOTAL THIS PAGE: 0 1760 0 0 (B) (C) (D) (E) DRAINAGE (Continued) Culvert, LCPE, 60" D-69 206 LF 0 0 0 0 78 Each 0 0 Culvert, LCPE, 72" D-70 220 LF 0 0 0 0 130 Each 0 0 Culvert, HDPE, 6" D-71 48 LF 0 0 0 0 14 Each 0 0 Culvert, HDPE, 8" D-72 60 LF 0 0 0 0 16 Each 0 0 Culvert, HDPE, 12" D-73 85 LF 0 0 0 0 24 Each 0 0 Culvert, HDPE, 15" D-74 122 LF 0 0 0 0 35 Each 0 0 Culvert, HDPE, 18" D-75 158 LF 0 0 0 0 41 Each 0 0 Culvert, HDPE, 24" D-76 254 LF 0 0 0 0 56 Each 0 0 Culvert, HDPE, 30" D-77 317 LF 0 0 0 0 78 Each 0 0 Culvert, HDPE, 36" D-78 380 LF 0 0 0 0 130 Each 0 0 Culvert, HDPE, 48" D-79 443 LF 0 0 0 0 41 Each 0 0 Culvert, HDPE, 54" D-80 506 LF 0 0 0 0 56 Each 0 0 Culvert, HDPE, 60" D-81 570 LF 0 0 0 0 78 Each 0 0 Culvert, HDPE, 72" D-82 632 LF 0 0 0 0 130 Each 0 0 Pipe, Polypropylene, 6" D-83 96 LF 0 0 0 0 14 Each 0 0 Pipe, Polypropylene, 8" D-84 100 LF 0 0 0 0 16 Each 0 0 Pipe, Polypropylene, 12" D-85 100 LF 0 0 0 0 24 Each 0 0 Pipe, Polypropylene, 15" D-86 103 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-88 119 LF 0 0 0 0 56 Each 0 0 Pipe, Polypropylene, 30" D-89 136 LF 0 0 0 0 78 Each 0 0 Pipe, Polypropylene, 36" D-90 185 LF 0 0 0 0 130 Each 0 0 Pipe, Polypropylene, 48" D-91 260 LF 0 0 0 0 41 Each 0 0 Pipe, Polypropylene, 54" D-92 381 LF 0 0 0 0 56 Each 0 0 Pipe, Polypropylene, 60" D-93 504 LF 0 0 0 0 78 Each 0 0 Pipe, Polypropylene, 72" D-94 625 LF 0 0 0 0 130 Each 0 0 Culvert, DI, 6" D-95 70 LF 0 0 0 0 14 Each 0 0 Culvert, DI, 8" D-96 101 LF 0 33 3333 0 0 16 Each 33 528 Culvert, DI, 12" D-97 121 LF 0 357 43197 0 0 24 Each 357 8568 Culvert, DI, 15" D-98 148 LF 0 0 0 0 35 Each 0 0 Culvert, DI, 18" D-99 175 LF 0 0 0 0 41 Each 0 0 Culvert, DI, 24" D-100 200 LF 0 312 62400 0 0 56 Each 312 17472 Culvert, DI, 30" D-101 227 LF 0 0 0 0 78 Each 0 0 Culvert, DI, 36" D-102 252 LF 0 0 0 0 130 Each 0 0 Culvert, DI, 48" D-103 279 LF 0 0 0 0 41 Each 0 0 Culvert, DI, 54" D-104 305 LF 0 0 0 0 56 Each 0 0 Culvert, DI, 60" D-105 331 LF 0 0 0 0 78 Each 0 0 Culvert, DI, 72" D-106 357 LF 0 0 0 0 130 Each 0 0 SUBTOTAL THIS PAGE: 0 108930 0 0 (B) (C) (D) (E) Specialty Drainage Items Ditching SD-1 10.9 CY 0 0 0 0 9.5 Each 0 0 Flow Dispersal Trench (1,436 base+) SD-3 32 LF 28 Each 0 0 French Drain (3' depth) SD-4 30 LF 0 0 0 0 26 Each 0 0 Geotextile, laid in trench, polypropylene SD-5 3.4 SY 0 0 0 0 3 Each 0 0 Mid-tank Access Riser, 48" dia, 6' deep SD-6 2300 Each 0 0 0 0 2000 Each 0 0 Pond Overflow Spillway SD-7 18.25 SY 0 0 0 0 16 Each 0 0 Restrictor/Oil Separator, 12" SD-8 1320 Each 0 0 0 0 1150 Each 0 0 Restrictor/Oil Separator, 15" SD-9 1550 Each 0 0 0 0 1350 Each 0 0 Restrictor/Oil Separator, 18" SD-10 1950 Each 0 2 3900 0 0 1700 Each 2 3400 Riprap, placed SD-11 48.2 CY 0 2 96.4 0 0 42 Each 2 84 Tank End Reducer (36" diameter) SD-12 1375 Each 0 0 0 0 1200 Each 0 0 Infiltration pond testing SD-13 143 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 3996.4 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 350000 Each 0 0 2 700000 0 Each 2 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 100000 Each 0 0 2 200000 0 Each 2 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 900000 0 329815 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 473260 Drainage Totals DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: 12075 450488.4 910920 0 SALES TAX @ 10.1% 1219.575 45499.3284 92002.92 0 DRAINAGE AND STORMWATER FACILITIES TOTAL: 13294.575 495987.7284 1002922.92 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:21000838 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 3400 Each 1 3400 1 3400 0 0 2000 Each 2 4000 Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 58 LF 0 333 19314 0 0 65 Each 333 21645 Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 65 LF 24 1560 38 2470 0 0 65 Each 62 4030 Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 75 LF 0 0 0 0 85 Each 0 0 Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 80 LF 0 774 61920 0 0 103 LF 774 79722 Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 145 LF 500 72500 0 0 0 125 LF 500 62500 Gate Valve, 4 inch Diameter W-7 1225 Each 0 1 1225 0 0 125 LF 1 125 Gate Valve, 6 inch Diameter W-8 1350 Each 2 2700 3 4050 0 0 250 LF 5 1250 Gate Valve, 8 Inch Diameter W-9 1550 Each 0 0 0 0 380 LF 0 0 Gate Valve, 10 Inch Diameter W-10 2100 Each 1 2100 3 6300 0 0 425 LF 4 1700 Gate Valve, 12 Inch Diameter W-11 2500 Each 4 10000 0 0 0 500 LS 4 2000 Fire Hydrant Assembly W-12 5000 Each 2 10000 3 15000 0 0 3000 Each 5 15000 Permanent Blow-Off Assembly W-13 1950 Each 0 1 1950 0 0 2500 FEET 1 2500 Air-Vac Assembly, 2-Inch Diameter W-14 3050 Each 0 0 0 0 6000 Each 0 0 Air-Vac Assembly, 1-Inch Diameter W-15 1725 Each 0 0 0 0 7500 FEET 0 0 Compound Meter Assembly 3-inch Diameter W-16 9200 Each 0 0 0 0 12000 Each 0 0 Compound Meter Assembly 4-inch Diameter W-17 10500 Each 0 0 0 0 3800 FEET 0 0 Compound Meter Assembly 6-inch Diameter W-18 11500 Each 0 0 0 0 4200 Each 0 0 Pressure Reducing Valve Station 8-inch to 10-inch W-19 23000 Each 0 0 0 0 350 Each 0 0 WATER SUBTOTAL: 102260 115629 0 0 194472 Water Total SALES TAX @ 10.1% 10328.26 11678.529 0 0 WATER TOTAL: 112588.26 127307.529 0 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:21000838 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 1150 Each 0 0 0 0 500 Each 0 0 Grease Interceptor, 500 gallon SS-2 9200 Each 0 0 0 0 6000 Each 0 0 Grease Interceptor, 1000 gallon SS-3 11500 Each 0 0 0 0 10000 Each 0 0 Grease Interceptor, 1500 gallon SS-4 17200 Each 0 0 0 0 15000 Each 0 0 Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 92 LF 0 0 0 0 8 LF 0 0 Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 110 LF 0 0 0 0 12 LF 0 0 Sewer Pipe, PVC, 8 inch Diameter SS-7 120 LF 0 0 0 0 33 LF 0 0 Sewer Pipe, PVC, 12 Inch Diameter SS-8 144 LF 0 0 0 0 41 LF 0 0 Sewer Pipe, DI, 8 inch Diameter SS-9 130 LF 0 0 0 0 33 LF 0 0 Sewer Pipe, DI, 12 Inch Diameter SS-10 150 LF 0 0 0 0 41 LF 0 0 Manhole, 48 Inch Diameter SS-11 6900 Each 0 0 0 0 3000 Each 0 0 Manhole, 54 Inch Diameter SS-13 6800 Each 0 0 0 0 3500 Each 0 0 Manhole, 60 Inch Diameter SS-15 7600 Each 0 0 0 0 3700 Each 0 0 Manhole, 72 Inch Diameter SS-17 10600 Each 0 0 0 0 4000 Each 0 0 Manhole, 96 Inch Diameter SS-19 16000 Each 0 0 0 0 5000 Each 0 0 Pipe, C-900, 12 Inch Diameter SS-21 205 LF 0 0 0 0 90 LF 0 0 Outside Drop SS-24 1700 LS 0 0 0 0 LS 0 0 Inside Drop SS-25 1150 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 0 0 0 Total Sewer Costs SALES TAX @ 10.1% 0 0 0 0 SANITARY SEWER TOTAL: 0 0 0 0 (B) (C) (D) (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: 44637 Prepared by: Project Information Name: Holli Heavrin Project Name: Canopy PE Registration No: 53199 CED Plan # (LUA): 19-000223 Firm Name: Core design Inc. CED Permit # (C): 21000838 Firm Address: 12100 NE 195th St #300, Bothel, WA 98011 Site Address: 4196 Lincoln Ave NE Phone No. (425) 885-7877 Parcel #(s): 33457000015 Email Address: HHH@coredesigninc.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) 113229.20715 Existing Right-of-Way Improvements Subtotal (b) 314342.6565 (b) 314342.6565 Future Public Improvements Subtotal (c) 1065732.2175 Stormwater & Drainage Facilities (Public & Private) Subtotal (d) 1512205.2234 (d) 1512205.2234 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% 113229.20715 Existing Right-of-Way and Storm Drainage Improvements R ((b x 150%) + (d x 100%)) 1983719.20815 Maintenance Bond EST1 ((b) + (c) + (d)) x 20% 578456.01948 Bond Reduction2 S (e) x 150% + (f) x 100% 0 Construction Permit Bond Amount 3 T (P +R - S) 2096948.4153 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.