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HomeMy WebLinkAboutBond Quantity WorksheetBOND 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. Planning Division |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 and profit. 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 Planning Division |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 # (U): 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 #: 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 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 10/9/2017 Brandon Loucks 50085 Beyler Consulting, LLC 5920 100th St SW #25 (253) 301-4157 brandon@beylerconsulting.com Cedar River Station - Fueling Station N/A U15005162 15355 Maple Valley Hwy SE Maple Valley Hwy & 154th Pl SE 232305-9211 LOT 4 EXC NW 160.42 FT THEREOF AND UNDIVIDED INTEREST IN TRACT "A" KING CO SHORT PLAT NO L99S3019 RECORDING NO 20010831900002 BEING A PORTION OF NE QTR SW QTR STR 23-23-05 (AKA LOT "B" CITY OF RENTON LOT LINE ADJUSTMENT NO LUA-12-000193-LLA RECORDING NO 20130611900014) N/A 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: Summit Petroleum Group Phone 20207 105th Ave SE Kent, WA 98031 PROJECT CLOSEOUT CEDAR RIVER WATER AND SEWER CEDAR RIVER WATER AND SEWER SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit #:U15005162 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 6.5 80 35.5 95 9 2 1.5 1.5 2.5 0.5 0.8 1 3.5 1.75 2.5 2 12 14 18 4 45 1800 3200 2200 19 70 1 8 10 110 140 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 EROSION/SEDIMENT SUBTOTAL: SALES TAX @ 10% EROSION/SEDIMENT TOTAL: (A) Quantity 8 300 195 Quantity Cost 284 450 156 Cost 890 89 979 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:U15005162 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 Concrete Sidewalk stamping 6" thick concrete parking, fueling area 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 Unit Price 6 9 1 240.74 452.34 10000 2 5 20 38.31 20 1400 25 27 39 65 90 150 2.5 2 250 7 8 850 1800 28.5 120 8 9 12 5 55 15 Unit Price 30 16 10 35 56 30 17 12.5 18 5.5 7 1.85 3 2 15 38 32 41 40 85 7 3 0.5 3.6 14 18 28 21 45 37 38 15 10 8.6 21 28 5 14 11.23 8 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: SUBTOTAL LANDSCAPING & VEGETATION: SUBTOTAL TRAFFIC & LIGHTING: SF SF SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL: SALES TAX @ 10% STREET AND SITE IMPROVEMENTS 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 (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 (B) 0 0 0 0 0 (B) 0 0 0 0 0 (B) 0 0 0 0 0 (B) 0 0 0 0 0 0 0 (B) Future Public Improvements (C) 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 (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 0 0 0 (C) Private Improvements (D) Quant. 400 12 1 Quant. 1214 74 85 5 147 297 190 4726 Cost 2400 0 0 2888.88 0 0 2 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 5290.88 (D) Price 0 0 0 0 0 0 0 15175 0 0 0 0 0 0 0 0 0 3034 0 7225 35 441 0 0 0 0 0 0 0 0 0 0 0 0 25910 (D) 0 8316 0 0 8316 (D) 0 0 0 0 0 (D) 0 0 0 0 0 (D) 2133.7 37808 0 39941.7 71142.58 7114.258 78256.838 (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 #:U15005162 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) 12' diamter Dry Well with 1.5-3" drain rock 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 26 90 400 1500 1750 2300 480 2500 495 2800 600 6000 850 14000 925 350 410 480 550 150 170 200 10 13 15 23 35 41 56 78 130 19 29 Unit Price 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 60 72 84 96 108 120 132 144 156 168 180 192 42 42 74 106 138 221 276 331 386 441 496 551 84 89 95 100 106 111 119 154 226 332 439 545 61 84 106 129 152 175 198 220 243 266 289 311 9.5 28 26 3 2000 16 1150 1350 1700 42 1200 125 35 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: CY SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: SALES TAX @ 10% DRAINAGE AND STORMWATER FACILITIES TOTAL: Existing Right-of-Way (B) Quant. 20 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 0 460 0 0 0 0 0 0 0 460 (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 0 460 46 506 (B) Future Public Improvements (C) 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 (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 0 0 0 (C) Private Improvements (D) Quant. 9 0 8 438 Quant. 31.5 Cost 0 0 0 0 13500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1360 0 0 0 6570 0 0 0 0 0 0 0 0 21430 (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 0 0 0 0 0 0 0 0 0 0 0 (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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D) 1102.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1102.5 22532.5 2253.25 24785.75 (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 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 438 20 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31.5 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 13500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1360 0 0 0 6570 460 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21890 0 0 0 0 0 0 0 0 0 0 0 30280 Drainage Totals Drainage Totals SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:U15005162 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 2000 50 56 60 70 80 500 700 800 1000 1200 4000 1800 2000 1500 8000 9000 10000 20000 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% WATER 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 (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. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (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. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Water Total SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit #:U15005162 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, ____ 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 1000 8000 10000 15000 80 95 105 120 115 130 6000 6500 7500 8500 14000 180 1500 1000 Unit Each Each Each Each LF LF LF LF LF LF Each Each Each Each Each LF LS LS LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10% 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. Cost 0 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. Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (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. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 and profit. SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS Planning Division |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 Civil Construction Permit Maintenance Bond Bond Reduction2 Construction Permit Bond Amount 3 cover all remaining items to be constructed. 10/9/2017 Brandon Loucks 50085 Beyler Consulting, LLC 5920 100th St SW #25 (253) 301-4157 brandon@beylerconsulting.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) 979 0 25291.75 0 0 979 25291.75 0 26270.75 Project Information Project Name: CED Plan # (LUA): CED Permit # (U): Site Address: Parcel #(s): Project Phase: Minimum Bond Amount is $10,000.00 Cedar River Station - Fueling Station N/A U15005162 15355 Maple Valley Hwy 232305-9211 PROJECT CLOSEOUT MAINTENANCE BOND */** (after final acceptance of construction) (b) (c) (d) EST1 ((b) + (c) + (d)) x 20% 0 0 25291.75 5058.35