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HomeMy WebLinkAboutS_Bond Quantities Worksheet_220907_v4BOND QUANTITY WORKSHEET INSTRUCTIONS 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: The following forms are to be completed by the engineer/developer/applicant as applicable to the project: The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II. 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 • • Section I: Project Information • • • Section II: Bond Quantities Worksheets • • • • • • • Section III. Bond Worksheet • (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. 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 contains a separate spreadsheet TAB for each of the following specialties: • • • • • 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. 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. 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: Prepared by: Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: Project Location and Description Project Name: CED Plan # (LUA): CED Permit # (C): Site Address: Street Intersection: Parcel #(s): Abbreviated Legal Description: Clearing and Grading Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No: If Yes, Provide Forest Practice Permit #: 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 Wastewater (Sanitary Sewer) Stormwater (Drainage) Roadway (Erosion Control + Transportation) Total Estimated Construction Costs 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: FOR APPROVAL FOR CONSTRUCTION PROJECT CLOSEOUT NO CITY OF RENTON CEDAR RIVER WATER AND SEWER COAL CREEK UTILITY DISTRICT KC WATER DISTRICT 90 SKYWAY WATER AND SEWER DISTRICT SOOS CREEK WATER & SEWER CITY OF TUKWILA CITY OF KENT OTHER 9/6/2022 Joe Eberhardt PE Registration No. 31745 KPFF Consulting Engineers 1601 Fifth Avenue, Suite 1600 206.622.5822 joe.eberhardt@kpff.com Cedar River Apartments 19-000161 C21-005138 1915 Maple Valley Highway, Renton, WA 98057 Cedar River Drive & SR 169 (Maple Valley Hwy) 1723059026 Abbreviated Legal N/A A B C D E A + B + C + D YES NO Project Phase 1 Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Project Owner Information Project Owner: Phone: Address: Addt'l Project Owner: Phone: Address: Utility Providers Water Service Provided by: Sewer Service Provided by: 651698.415 214419.75 1105925.874 3206701.8607 5178745.8997 0.101 SRM Development 425.803.3355 720 6th Street South, Suite 200 Kirkland, WA 98033 Additional Project Owner Phone Address City, State, Zip FOR CONSTRUCTION CITY OF RENTON CITY OF RENTON SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit #:C21-005138 Description Backfill & compaction-embankment Check dams, 4" minus rock Catch Basin Protection Crushed surfacing 1 1/4" minus Ditching Excavation-bulk Fence, silt Fence, Temporary (NGPE) Geotextile Fabric Hay Bale Silt Trap Hydroseeding Interceptor Swale / Dike Jute Mesh Level Spreader Mulch, by hand, straw, 3" deep Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6" Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" Plastic covering, 6mm thick, sandbagged Rip Rap, machine placed; slopes Rock Construction Entrance, 50'x15'x1' Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly Sediment trap, 5' high berm Sed. trap, 5' high, riprapped spillway berm section Seeding, by hand Sodding, 1" deep, level ground Sodding, 1" deep, sloped ground TESC Supervisor Water truck, dust control WRITE-IN-ITEMS No. ESC-1 ESC-2 ESC-3 ESC-4 ESC-5 ESC-6 ESC-7 ESC-8 ESC-9 ESC-10 ESC-11 ESC-12 ESC-13 ESC-14 ESC-15 ESC-16 ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 ESC-25 ESC-26 ESC-27 ESC-28 ESC-29 ESC-30 ESC-31 Reference # SWDM 5.4.6.3 WSDOT 9-03.9(3) SWDM 5.4.3.1 SWDM 5.4.2.4 SWDM 5.4.2.2 SWDM 5.4.2.1 SWDM 5.4.2.1 SWDM 5.4.2.3 WSDOT 9-13.1(2) SWDM 5.4.4.1 SWDM 5.4.4.1 SWDM 5.4.5.2 SWDM 5.4.5.1 SWDM 5.4.5.1 SWDM 5.4.2.4 SWDM 5.4.2.5 SWDM 5.4.2.5 SWDM 5.4.7 Reference # Unit Price 7.5 90 145 110 10.5 2.3 5 1.75 3 0.6 0.9 1.15 4 2 2.9 2.3 13.75 16 20.5 4.6 51 2050 3675 2525 22 80 1.15 9.2 11.5 125 160 Unit Price Unit CY Each Each CY CY CY LF LF SY Each SY LF SY LF SY SY LF LF LF SY CY Each Each Each LF LF SY SY SY HR HR Unit 0 EROSION/SEDIMENT SUBTOTAL: SALES TAX @ 10.1% EROSION/SEDIMENT TOTAL: (A) Quantity 32 33 3500 3200 835 1695 560 1 1 500 50 100 Quantity Cost 2880 4785 8050 16000 1461.25 1949.25 1624 3675 2525 11000 4000 12500 Cost 70449.5 7115.3995 77564.8995 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:C21-005138 Description GENERAL ITEMS Backfill & Compaction- embankment Backfill & Compaction- trench Clear/Remove Brush, by hand (SY) Bollards - fixed Bollards - removable Clearing/Grubbing/Tree Removal Excavation - bulk Excavation - Trench Fencing, cedar, 6' high Fencing, chain link, 4' Fencing, chain link, vinyl coated, 6' high Fencing, chain link, gate, vinyl coated, 20' Fill & compact - common barrow Fill & compact - gravel base Fill & compact - screened topsoil Gabion, 12" deep, stone filled mesh Gabion, 18" deep, stone filled mesh Gabion, 36" deep, stone filled mesh Grading, fine, by hand Grading, fine, with grader Monuments, 3' Long Sensitive Areas Sign Sodding, 1" deep, sloped ground Surveying, line & grade Surveying, lot location/lines Topsoil Type A (imported) Traffic control crew ( 2 flaggers ) Trail, 4" chipped wood Trail, 4" crushed cinder Trail, 4" top course Conduit, 2" Wall, retaining, concrete Wall, rockery ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding, 4' wide machine < 1000sy AC Grinding, 4' wide machine 1000-2000sy AC Grinding, 4' wide machine > 2000sy AC Removal/Disposal Barricade, Type III ( Permanent ) Guard Rail Curb & Gutter, rolled Curb & Gutter, vertical Curb and Gutter, demolition and disposal Curb, extruded asphalt Curb, extruded concrete Sawcut, asphalt, 3" depth Sawcut, concrete, per 1" depth Sealant, asphalt Shoulder, gravel, 4" thick Sidewalk, 4" thick Sidewalk, 4" thick, demolition and disposal Sidewalk, 5" thick Sidewalk, 5" thick, demolition and disposal Sign, Handicap Striping, per stall Striping, thermoplastic, ( for crosswalk ) Striping, 4" reflectorized line Additional 2.5" Crushed Surfacing HMA 1/2" Overlay 1.5" HMA 1/2" Overlay 2" HMA Road, 2", 4" rock, First 2500 SY HMA Road, 2", 4" rock, Qty. over 2500SY HMA Road, 4", 6" rock, First 2500 SY HMA Road, 4", 6" rock, Qty. over 2500 SY HMA Road, 4", 4.5" ATB Gravel Road, 4" rock, First 2500 SY Gravel Road, 4" rock, Qty. over 2500 SY Thickened Edge PARKING LOT SURFACING 2" AC, 2" top course rock & 4" borrow 2" AC, 1.5" top course & 2.5" base course 4" select borrow 1.5" top course rock & 2.5" base course LANDSCAPING & VEGETATION Street Trees Median Landscaping Right-of-Way Landscaping Wetland Landscaping TRAFFIC & LIGHTING Signs Street Light System ( # of Poles) Traffic Signal Traffic Signal Modification WRITE-IN-ITEMS Gate/Post Synthetic Turf Firelane (6" conc over 6" CSBC) No. GI-1 GI-2 GI-3 GI-4 GI-5 GI-6 GI-7 GI-8 GI-9 GI-10 GI-11 GI-12 GI-13 GI-14 GI-15 GI-16 GI-17 GI-18 GI-19 GI-20 GI-21 GI-22 GI-23 GI-24 GI-25 GI-26 GI-27 GI-28 GI-29 GI-30 GI-31 GI-32 GI-33 RI-1 RI-2 RI-3 RI-4 RI-5 RI-6 RI-7 RI-8 RI-9 RI-10 RI-11 RI-12 RI-13 RI-14 RI-15 RI-16 RI-17 RI-18 RI-19 RI-20 RI-21 RI-22 RI-23 RI-24 RI-25 RI-26 RI-27 RI-28 RI-29 RI-30 RI-31 RI-32 RI-33 RI-34 No. PL-1 PL-2 PL-3 PL-4 No. LA-1 LA-2 LA-3 LA-4 No. TR-1 TR-2 TR-3 TR-4 WI-1 WI-2 RI-35 Unit Price 7 10.25 1.15 275 520 11475 2.3 5.75 23 44 23 1600 28.75 31 44.75 74.5 103.25 172 2.9 2.3 1025 8 9.25 975 2050 32.75 137.75 9.15 10.25 13.75 5.75 63 17.25 Unit Price 34.5 18.25 11.5 40 64.25 34.5 19.5 14.25 20.5 6.25 8 3 5 2.25 17.25 43.5 37 47 46 97 8 3.5 0.55 4.15 16 20.75 32.25 24 51.75 42.5 43.5 17.25 11.5 10 24 32 5.75 16 5000 25 10 275 6000 250000 500 2100 25 125 Unit CY CY SY Each Each Acre CY CY LF LF LF Each CY CY CY SY SY SY SY SY Each Each SY Day Acre CY HR SY SY SY LF SF SF SUBTOTAL THIS PAGE: Unit SY SY SY SY LF LF LF LF LF LF LF LF LF LF SY SY SY SY SY Each Each SF LF SY SY SY SY SY SY SY SY SY SY LF SUBTOTAL THIS PAGE: SY SY SY SY SUBTOTAL PARKING LOT SURFACING: Each SY SY SUBTOTAL LANDSCAPING & VEGETATION: Each Each Each Total SUBTOTAL TRAFFIC & LIGHTING: Each SF SY SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL: SALES TAX @ 10.1% STREET AND SITE IMPROVEMENTS TOTAL: Existing Right-of-Way (B) Quant. 0.19 24 Quant. 285 430 300 410 150 9 900 10 15 1 1 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 389.5 0 3306 0 0 0 0 0 0 3695.5 (B) Price 0 0 0 0 0 0 0 4061.25 0 0 0 1290 1500 0 0 17835 0 0 0 0 0 0 0 0 0 0 0 0 0 6375 0 0 0 0 31061.25 (B) 0 0 0 0 0 (B) 45000 0 9000 0 54000 (B) 2750 90000 250000 500 343250 (B) 0 0 0 0 432006.75 43632.68175 475639.43175 (B) Future Public Improvements (C) Quant. 4000 Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9200 0 0 0 0 0 0 0 0 0 0 0 0 0 9200 (C) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) 0 0 0 0 0 (C) 0 0 0 0 0 (C) 0 0 0 0 0 (C) 0 0 0 0 9200 929.2 10129.2 (C) Private Improvements (D) Quant. 39600 4900 24900 31500 1 20 13.14 Quant. 125 2000 3890 3 42 20 7810 71 16200 2 2 5200 3915 Cost 277200 0 0 0 0 0 0 28175 0 0 0 0 0 0 0 0 0 0 72210 72450 0 8 0 19500 26937 0 0 0 0 0 0 0 0 496480 (D) Price 0 0 0 0 0 0 2437.5 0 0 0 16000 0 0 0 0 169215 0 0 0 291 336 70 0 0 0 0 0 0 0 331925 0 0 0 0 520274.5 (D) 0 0 0 0 0 (D) 355000 405000 0 0 760000 (D) 550 0 0 0 550 (D) 4200 130000 489375 623575 2400879.5 242488.8295 2643368.3295 (D) Quantity Remaining (Bond Reduction) (E) Quant. Quant. Complete Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 0 0 0 0 0 (E) 0 0 0 0 0 (E) 0 0 0 0 0 (E) 0 0 0 0 0 0 0 (E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:C21-005138 Description 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 * (CBs include frame and lid) Beehive Through-curb Inlet Framework CB Type I CB Type IL CB Type II, 48" diameter for additional depth over 4' CB Type II, 54" diameter for additional depth over 4' CB Type II, 60" diameter for additional depth over 4' CB Type II, 72" diameter for additional depth over 4' CB Type II, 96" diameter for additional depth over 4' Trash Rack, 12" Trash Rack, 15" Trash Rack, 18" Trash Rack, 21" Cleanout, PVC, 4" Cleanout, PVC, 6" Cleanout, PVC, 8" Culvert, PVC, 4" Culvert, PVC, 6" Culvert, PVC, 8" Culvert, PVC, 12" Culvert, PVC, 15" Culvert, PVC, 18" Culvert, PVC, 24" Culvert, PVC, 30" Culvert, PVC, 36" Culvert, CMP, 8" Culvert, CMP, 12" DRAINAGE (Continued) Culvert, CMP, 15" Culvert, CMP, 18" Culvert, CMP, 24" Culvert, CMP, 30" Culvert, CMP, 36" Culvert, CMP, 48" Culvert, CMP, 60" Culvert, CMP, 72" Culvert, Concrete, 8" Culvert, Concrete, 12" Culvert, Concrete, 15" Culvert, Concrete, 18" Culvert, Concrete, 24" Culvert, Concrete, 30" Culvert, Concrete, 36" Culvert, Concrete, 42" Culvert, Concrete, 48" Culvert, CPE Triple Wall, 6" Culvert, CPE Triple Wall, 8" Culvert, CPE Triple Wall, 12" Culvert, CPE Triple Wall, 15" Culvert, CPE Triple Wall, 18" Culvert, CPE Triple Wall, 24" Culvert, CPE Triple Wall, 30" Culvert, CPE Triple Wall, 36" Culvert, LCPE, 6" Culvert, LCPE, 8" Culvert, LCPE, 12" Culvert, LCPE, 15" Culvert, LCPE, 18" Culvert, LCPE, 24" Culvert, LCPE, 30" Culvert, LCPE, 36" Culvert, LCPE, 48" Culvert, LCPE, 54" DRAINAGE (Continued) Culvert, LCPE, 60" Culvert, LCPE, 72" Culvert, HDPE, 6" Culvert, HDPE, 8" Culvert, HDPE, 12" Culvert, HDPE, 15" Culvert, HDPE, 18" Culvert, HDPE, 24" Culvert, HDPE, 30" Culvert, HDPE, 36" Culvert, HDPE, 48" Culvert, HDPE, 54" Culvert, HDPE, 60" Culvert, HDPE, 72" Pipe, Polypropylene, 6" Pipe, Polypropylene, 8" Pipe, Polypropylene, 12" Pipe, Polypropylene, 15" Pipe, Polypropylene, 18" Pipe, Polypropylene, 24" Pipe, Polypropylene, 30" Pipe, Polypropylene, 36" Pipe, Polypropylene, 48" Pipe, Polypropylene, 54" Pipe, Polypropylene, 60" Pipe, Polypropylene, 72" Culvert, DI, 6" Culvert, DI, 8" Culvert, DI, 12" Culvert, DI, 15" Culvert, DI, 18" Culvert, DI, 24" Culvert, DI, 30" Culvert, DI, 36" Culvert, DI, 48" Culvert, DI, 54" Culvert, DI, 60" Culvert, DI, 72" Specialty Drainage Items Ditching Flow Dispersal Trench (1,436 base+) French Drain (3' depth) Geotextile, laid in trench, polypropylene Mid-tank Access Riser, 48" dia, 6' deep Pond Overflow Spillway Restrictor/Oil Separator, 12" Restrictor/Oil Separator, 15" Restrictor/Oil Separator, 18" Riprap, placed Tank End Reducer (36" diameter) Infiltration pond testing Permeable Pavement Permeable Concrete Sidewalk Culvert, Box __ ft x __ ft STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch) Detention Pond Detention Tank Detention Vault Infiltration Pond Infiltration Tank Infiltration Vault Infiltration Trenches Basic Biofiltration Swale Wet Biofiltration Swale Wetpond Wetvault Sand Filter Sand Filter Vault Linear Sand Filter Proprietary Facility Bioretention Facility WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs) Area Drain Trench Drain 18" Checkmate Inline Check Valve 18" Debris Barrier No. D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 D-83 D-84 D-85 D-86 D-87 D-88 D-89 D-90 D-91 D-92 D-93 D-94 D-95 D-96 D-97 D-98 D-99 D-100 D-101 D-102 D-103 D-104 D-105 D-106 SD-1 SD-3 SD-4 SD-5 SD-6 SD-7 SD-8 SD-9 SD-10 SD-11 SD-12 SD-13 SD-14 SD-15 SD-16 SF-1 SF-2 SF-3 SF-4 SF-5 SF-6 SF-7 SF-8 SF-9 SF-10 SF-11 SF-12 SF-13 SF-14 SF-15 SF-16 WI-1 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 Unit Price 30 103 460 1725 2000 3500 550 4075 570 4225 690 6900 975 16000 1050 400 470 550 630 170 195 230 11.5 15 17 26 40 47 65 90 150 22 33 Unit Price 40 47 64 90 150 218 310 400 48 55 89 100 120 145 175 200 235 16 18 27 40 47 64 90 149 69 83 96 110 124 138 151 165 179 193 206 220 48 60 85 122 158 254 317 380 443 506 570 632 96 100 100 103 106 119 136 185 260 381 504 625 70 101 121 148 175 200 227 252 279 305 331 357 10.9 32 30 3.4 2300 18.25 1320 1550 1950 48.2 1375 143 26000 775 95 2000 300 Unit SY Each Each Each Each Each FT Each FT Each FT Each FT Each FT Each Each Each Each Each Each Each LF LF LF LF LF LF LF LF LF LF LF SUBTOTAL THIS PAGE: Unit LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF SUBTOTAL THIS PAGE: LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF SUBTOTAL THIS PAGE: CY LF LF SY Each SY Each Each Each CY Each HR SUBTOTAL SPECIALTY DRAINAGE ITEMS: Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each SUBTOTAL STORMWATER FACILITIES: Each LF Each Each SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: SALES TAX @ 10.1% DRAINAGE AND STORMWATER FACILITIES TOTAL: Existing Right-of-Way (B) Quant. Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) Future Public Improvements (C) Quant. 2 Quant. Cost 0 0 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 206 (C) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 206 20.806 226.806 (C) Private Improvements (D) Quant. 4 5 6 22 90 2 13 48 12 Quant. 4595 325 1065 1940 410 86 2000 30 3 18 115 2 2 Cost 0 0 412 0 8625 12000 77000 49500 0 0 8450 8970 0 0 0 0 0 0 0 0 8160 2340 0 0 0 0 0 0 0 0 0 0 0 0 175457 (D) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 317055 26975 102240 213400 50840 0 0 0 0 0 710510 (D) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D) 0 2580 6800 0 0 0 0 0 1446 0 0 0 0 0 10826 (D) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78000 0 78000 (D) 13950 10925 4000 600 0 0 0 0 0 0 0 0 0 0 0 29475 1004268 101431.068 1105699.068 (D) Quantity Remaining (Bond Reduction) (E) Quant. Quant. Complete Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) Price 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) Actual/Estimated Construction Costs Unit Price 26 90 400 1500 1750 2300 480 2500 495 2800 600 3600 850 3600 850 350 410 480 550 150 170 200 10 13 15 23 35 41 56 78 130 19 29 35 41 56 78 130 190 270 350 42 48 78 48 78 125 150 175 205 14 16 24 35 41 56 78 130 14 16 24 35 41 56 78 130 41 56 78 130 14 16 24 35 41 56 78 130 41 56 78 130 14 16 24 35 41 56 78 130 41 56 78 130 14 16 24 35 41 56 78 130 41 56 78 130 9.5 28 26 3 2000 16 1150 1350 1700 42 1200 125 1200 1200 Unit Each Each Each FEET Each LF LF LF LF LF LS Each FEET Each FEET Each Each Each Each Each Each FEET Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each FEET Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Drainage Totals (D-T) Quant. 0 0 6 0 5 6 22 90 0 0 2 13 0 0 0 0 0 0 0 0 48 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4595 325 1065 1940 410 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86 2000 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 18 0 0 0 0 0 0 0 0 0 0 Cost 0 0 540 0 7500 10500 50600 43200 0 0 5600 7800 0 0 0 0 0 0 0 0 7200 2040 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64330 5200 25560 67900 16810 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2236 6000 0 0 0 0 0 1260 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 324276 0 0 0 0 0 0 0 0 0 0 0 522812 Drainage Totals Drainage Totals SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:C21-005138 Description Connection to Existing Watermain Ductile Iron Watermain, CL 52, 4 Inch Diameter Ductile Iron Watermain, CL 52, 6 Inch Diameter Ductile Iron Watermain, CL 52, 8 Inch Diameter Ductile Iron Watermain, CL 52, 10 Inch Diameter Ductile Iron Watermain, CL 52, 12 Inch Diameter Gate Valve, 4 inch Diameter Gate Valve, 6 inch Diameter Gate Valve, 8 Inch Diameter Gate Valve, 10 Inch Diameter Gate Valve, 12 Inch Diameter Fire Hydrant Assembly Permanent Blow-Off Assembly Air-Vac Assembly, 2-Inch Diameter Air-Vac Assembly, 1-Inch Diameter Compound Meter Assembly 3-inch Diameter Compound Meter Assembly 4-inch Diameter Compound Meter Assembly 6-inch Diameter Pressure Reducing Valve Station 8-inch to 10-inch No. W-1 W-2 W-3 W-4 W-5 W-6 W-7 W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18 W-19 Unit Price 3400 58 65 75 80 145 1225 1350 1550 2100 2500 5000 1950 3050 1725 9200 10500 11500 23000 Unit Each LF LF LF LF LF Each Each Each Each Each Each Each Each Each Each Each Each Each WATER SUBTOTAL: SALES TAX @ 10.1% WATER TOTAL: Existing Right-of-Way (B) Quant. 3 Cost 10200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10200 1030.2 11230.2 (B) Future Public Improvements (C) Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (C) Private Improvements (D) Quant. 205 350 50 2755 4 11 2 24 8 2 Cost 0 11890 22750 3750 0 399475 4900 14850 3100 0 60000 40000 0 0 0 0 21000 0 0 581715 58753.215 640468.215 (D) Quantity Remaining (Bond Reduction) (E) Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) Actual/Estimated Construction Costs Unit Price 2000 65 65 85 103 125 125 250 380 425 500 3000 2500 6000 7500 12000 3800 4200 350 Unit Each Each Each Each LF LF LF LF LF LF LS Each FEET Each FEET Each FEET Each Each Water Totals (W-T) Quant. 3 205 350 50 0 2755 4 11 2 0 24 8 0 0 0 0 2 0 0 Cost 6000 13325 22750 4250 0 344375 500 2750 760 0 12000 24000 0 0 0 0 7600 0 0 438310 Water Total SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:C21-005138 Description Clean Outs Grease Interceptor, 500 gallon Grease Interceptor, 1000 gallon Grease Interceptor, 1500 gallon Side Sewer Pipe, PVC. 4 Inch Diameter Side Sewer Pipe, PVC. 6 Inch Diameter Sewer Pipe, PVC, 8 inch Diameter Sewer Pipe, PVC, 12 Inch Diameter Sewer Pipe, DI, 8 inch Diameter Sewer Pipe, DI, 12 Inch Diameter Manhole, 48 Inch Diameter Manhole, 54 Inch Diameter Manhole, 60 Inch Diameter Manhole, 72 Inch Diameter Manhole, 96 Inch Diameter Pipe, C-900, 12 Inch Diameter Outside Drop Inside Drop Sewer Pipe, PVC, 2 Inch Diameter Lift Station (Entire System) No. SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 SS-9 SS-10 SS-11 SS-13 SS-15 SS-17 SS-19 SS-21 SS-24 SS-25 SS-26 SS-27 Unit Price 1150 9200 11500 17200 92 110 120 144 130 150 6900 6800 7600 10600 16000 205 1700 1150 100 Unit Each Each Each Each LF LF LF LF LF LF Each Each Each Each Each LF LS LS LF LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10.1% SANITARY SEWER TOTAL: Existing Right-of-Way (B) Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (B) Future Public Improvements (C) Quant. 1 Cost 1150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1150 116.15 1266.15 (C) Private Improvements (D) Quant. 4 1075 7 117 Cost 4600 0 0 0 0 0 129000 0 0 0 48300 0 0 0 0 0 0 0 11700 0 193600 19553.6 213153.6 (D) Quantity Remaining (Bond Reduction) (E) Quant. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) Actual/Estimated Construction Costs Unit Price 500 6000 10000 15000 8 12 33 41 33 41 3000 3500 3700 4000 5000 90 Unit Each Each Each Each LF LF LF LF LF LF Each Each Each Each Each LF LS LS LF LS Sanitary Sewer Totals (SS-T) Quant. 5 0 0 0 0 0 1075 0 0 0 7 0 0 0 0 0 0 0 117 0 Cost 2500 0 0 0 0 0 35475 0 0 0 21000 0 0 0 0 0 0 0 0 0 58975 Total Sewer Costs 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 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. SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: Prepared by: Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: Site Restoration/Erosion Sediment Control Subtotal Existing Right-of-Way Improvements Subtotal Future Public Improvements Subtotal Stormwater & Drainage Facilities (Public & Private) Subtotal Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 Site Restoration Existing Right-of-Way and Storm Drainage Improvements Maintenance Bond Bond Reduction2 Construction Permit Bond Amount 3 cover all remaining items to be constructed. 9/6/2022 Joe Eberhardt PE Registration No. 31745 KPFF Consulting Engineers 1601 Fifth Avenue, Suite 1600 206.622.5822 joe.eberhardt@kpff.com CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) (a) (b) (d) (e) (f) P (a) x 100% R ((b x 150%) + (d x 100%)) S (e) x 150% + (f) x 100% T (P +R - S) 77564.8995 486869.6318 1105925.874 0 0 77564.8995 1836230.3216 0 1913795.2211 Project Information Project Name: CED Plan # (LUA): CED Permit # (C): Site Address: Parcel #(s): Project Phase: Minimum Bond Amount is $10,000.00 Cedar River Apartments 19-000161 C21-005138 1915 Maple Valley Highway, Renton, WA 98057 1723059026 FOR CONSTRUCTION MAINTENANCE BOND */** (after final acceptance of construction) (b) (c) (d) EST1 ((b) + (c) + (d)) x 20% 486869.6318 11395.35 1105925.874 320838.1712