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Bond Quantity Worksheet.xlsx
BOND 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 and (2) hard copies 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 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 YES 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 12/4/2017 Maher A. Joudi 45232 DR Strong Consulting Engineers, Inc. 620 7th Avenue, Kirkland, WA 98033 425-827-3063 maher.joudi@drstrong.com Alpine Nursery 15-000018 15-007366 16023 SE 144th St & 14609/14625 161st Ave SE SE 144th St & 161st Ave S 2323059044, 2323059099, 2323059167 POR OF N 1/2 OF NE 1/4 OF NE 1/4 LY W OF LN BEG ON N SEC LN 830 FT W OF NE COR THOF TH S 02-08-04 W 109.17 FT TH ON CURVE TO RIGHT RAD 300 FT DIST 116.57 FT TH S 24-23-50 W 91.66 FT TH ON CURVE TO LEFT RAD 300 FT DIST 171.59 FT TH S 08-22-30 E 193.86 FT LESS C/M RGTS LESS CO RD LESS E 70 FT OF W 100 FT OF N 140 FT THOF TBD 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: TOLL WA LP 9720 NE 120th Place, Suite 100 Kirkland, WA 98034 PROJECT CLOSEOUT KC WATER DISTRICT 90 CITY OF RENTON SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit #:15-007366 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 67.51 25 95 8.08 2 1.38 1.38 2.5 0.5 0.59 1 3.5 1.75 2.5 0.53 12 14 20.7 2.3 45 1800 2928.68 2200 17.91 68.54 1 8 10 74.75 97.75 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 @ 9.5% EROSION/SEDIMENT TOTAL: (A) Quantity 32 47 230 2365 600 29515 29515 335 885 1 325 6 12 8 Quantity Cost 2160.32 1175 1858.4 3263.7 828 17413.85 15642.95 6934.5 2035.5 2928.68 5820.75 411.24 897 782 Cost 62151.89 5904.42955 68056.31955 (A) AF 6/23/16 - Red text unit prices updated per vested BQWKSHT at permit submittal SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit #:15-007366 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 Utility Pole(s) Relocation 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 5.62 8.53 1 240.74 452.34 8876.16 1.5 4.06 20 38.31 13.44 1271.81 22.57 27 39 65 90 150 2.5 2 135.13 7 8 788.26 1556.64 28.5 85.18 8 9 12 5 44.16 9.49 Unit Price 28 15 7 67.5 56 30 17 12.5 18 5.5 7 1.85 3 1.25 15 35 32 38.5 40 85 7 3 0.5 3.6 14 15 23.3 21 33.1 37 38 15 10 8.6 21 28 5 14 3000 10000 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: EA SUBTOTAL TRAFFIC & LIGHTING: EA SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL: SALES TAX @ 9.5% STREET AND SITE IMPROVEMENTS TOTAL: Existing Right-of-Way (B) Quant. 10 10 1 120 Quant. 1000 1000 950 690 450 1685 375 240 2950 55 4 3 Cost 0 85.3 0 0 0 0 0 40.6 0 0 0 0 0 0 0 0 0 0 0 0 135.13 0 0 0 0 0 10221.6 0 0 0 0 0 0 10482.63 (B) Price 28000 15000 6650 46575 0 0 0 5625 0 0 0 3117.25 0 468.75 0 8400 0 0 0 0 0 0 0 0 0 44250 0 0 1820.5 0 0 0 0 0 159906.5 (B) 0 0 0 0 0 (B) 0 0 0 0 0 (B) 0 12000 0 0 12000 (B) 30000 0 0 30000 212389.13 20176.96735 232566.09735 (B) Future Public Improvements (C) Quant. 7000 1850 2.5 1850 550 1 15 Quant. 200 4500 1760 250 2500 4330 36 Cost 39340 15780.5 0 0 0 22190.4 0 7511 0 0 7392 1271.81 0 0 0 0 0 0 0 0 2026.95 0 0 0 0 0 0 0 0 0 0 0 0 95512.66 (C) Price 0 0 0 13500 0 0 0 56250 0 0 0 0 0 0 0 61600 0 9625 0 0 0 0 0 0 0 0 58250 90930 0 0 0 0 0 0 290155 (C) 0 0 0 0 0 (C) 0 0 0 0 0 (C) 0 108000 0 0 108000 (C) 0 0 0 0 493667.66 46898.4277 540566.0877 (C) Private Improvements (D) Quant. 2698 6.3 2698 5494 5 6.3 150 Quant. 1100 Cost 15162.76 0 0 0 0 55919.808 4047 0 0 0 0 0 123999.58 0 0 0 0 0 0 0 0 0 0 3941.3 9806.832 0 0 0 0 0 0 0 1423.5 214300.78 (D) Price 0 0 0 74250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74250 (D) 0 0 0 0 0 (D) 0 0 0 0 0 (D) 0 0 0 0 0 (D) 0 0 0 0 288550.78 27412.3241 315963.1041 (D) Quantity Remaining (Bond Reduction) (E) Quant. 16 Quant. Complete 1000 1000 950 1990 2950 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2162.08 0 0 0 0 0 0 0 0 0 0 0 0 2162.08 (E) Price 28000 15000 6650 134325 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44250 0 0 0 0 0 0 0 0 228225 (E) 0 0 0 0 0 (E) 0 0 0 0 0 (E) 0 0 0 0 0 (E) 0 0 0 0 230387.08 21886.7726 252273.8526 (E) AF 6/23/16 - Red text unit prices updated per vested BQWKSHT at permit submittal AF 6/23/16 - Excavatoin/Wall/Compaction costs for infiltration pond moved to Infiltration Pond under Drainage Facilities SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit #:15-007366 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" (Not allowed in ROW) Culvert, PVC, 6" (Not allowed in ROW) Culvert, PVC, 8" (Not allowed in ROW) Culvert, PVC, 12" (Not allowed in ROW) Culvert, PVC, 15" (Not allowed in ROW) Culvert, PVC, 18" (Not allowed in ROW) Culvert, PVC, 24" (Not allowed in ROW) Culvert, PVC, 30" (Not allowed in ROW) Culvert, PVC, 36" (Not allowed in ROW) 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, 6" (Not allowed in ROW) Culvert, CPE, 8" (Not allowed in ROW) Culvert, CPE, 12" (Not allowed in ROW) Culvert, CPE, 15" (Not allowed in ROW) Culvert, CPE, 18" (Not allowed in ROW) Culvert, CPE, 24" (Not allowed in ROW) Culvert, CPE, 30" (Not allowed in ROW) Culvert, CPE, 36" (Not allowed in ROW) 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 StormFilter Rain Garden WRITE-IN-ITEMS 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 21 90 366.09 1257.64 1433.59 2033.57 436.52 2500 495 2351.52 536.54 6000 850 14000 925 350 410 480 550 150 174.9 200 10 12.6 15 23 35 41 56 78 130 19 26.45 Unit Price 35 37.74 56 78 130 190 270 350 42 48 78 48 78 125 150 175 205 14 16 24 35 42 60 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 25.99 26 3 2000 14.01 1150 1350 1700 39.08 1200 74.75 341750.88 20 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 L.F. Each Each Each Each Each Each Each SUBTOTAL STORMWATER FACILITIES: LF LF LF SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: SALES TAX @ 9.5% DRAINAGE AND STORMWATER FACILITIES TOTAL: Existing Right-of-Way (B) Quant. 1 1.5 1 Quant. 384 53 Cost 0 0 0 0 0 0 2033.57 654.78 0 0 2351.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5039.87 (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 32256 0 0 0 0 0 0 0 32256 (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 5618 0 0 0 0 0 0 0 0 0 5618 (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 42913.87 4076.81765 46990.68765 (B) Future Public Improvements (C) Quant. 166 6 17 2 14 19.5 1 Quant. 712 484 310 391 20 12 5 12 1 130 Cost 3486 0 0 2196.54 21379.88 2867.18 28469.98 8512.14 0 0 2351.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69263.24 (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 59808 0 52272 37200 0 0 0 0 149280 (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 59432 0 0 0 0 0 0 0 59432 (C) 0 1955.8 0 0 0 168.12 0 0 0 195.4 0 897 0 0 0 3216.32 (C) 0 0 0 341750.88 0 0 0 0 2600 0 0 0 0 0 0 0 344350.88 (C) 0 0 0 0 0 0 0 0 0 0 0 0 0 625542.44 59426.5318 684968.9718 (C) Private Improvements (D) Quant. 9 20 1530 Quant. Cost 0 0 0 0 11318.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3498 0 0 19278 0 0 0 0 0 0 0 0 0 34094.76 (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) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34094.76 3239.0022 37333.7622 (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. 166 0 0 6 26 2 15 21 0 0 2 0 0 0 0 0 0 0 0 0 0 20 0 0 1530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1096 0 484 310 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 391 0 0 0 0 0 0 0 0 20 0 0 0 12 0 0 0 5 0 12 0 0 0 0 0 0 1 0 0 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 4316 0 0 2400 39000 3500 34500 10080 0 0 5600 0 0 0 0 0 0 0 0 0 0 3400 0 0 19890 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26304 0 19844 17360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1272 0 16031 0 0 0 0 0 0 0 0 560 0 0 0 192 0 0 0 210 0 1500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205959 0 0 0 0 0 0 0 0 0 0 0 312522 Drainage Totals Drainage Totals AF 6/23/16 - Red text unit prices updated per vested BQWKSHT at permit submittal AF 6/23/16 - Excavatoin/Wall/Compaction costs for infiltration pond moved to Infiltration Pond under Drainage Facilities SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit #:15-007366 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 @ 9.5% 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 #:15-007366 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 @ 9.5% SANITARY SEWER TOTAL: Existing Right-of-Way (B) Quant. 453 5 Cost 0 0 0 0 0 0 47565 0 0 0 30000 0 0 0 0 0 0 0 0 0 77565 7368.675 84933.675 (B) Future Public Improvements (C) Quant. 1870 10 Cost 0 0 0 0 0 0 196350 0 0 0 60000 0 0 0 0 0 0 0 0 0 256350 24353.25 280703.25 (C) Private Improvements (D) Quant. 3 Cost 3000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3000 285 3285 (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. 3 0 0 0 0 0 2323 0 0 0 15 0 0 0 0 0 0 0 0 0 Cost 1500 0 0 0 0 0 76659 0 0 0 45000 0 0 0 0 0 0 0 0 0 123159 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 Subtotal Bond Reduction (Quantity Remaining)2 Site Restoration Civil Construction Permit Maintenance Bond Bond Reduction2 Construction Permit Bond Amount 3 cover all remaining items to be constructed. 12/4/2017 Maher A. Joudi 45232 DR Strong Consulting Engineers, Inc. 620 7th Avenue, Kirkland, WA 98033 425-827-3063 maher.joudi@drstrong.com CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) (a) (b) (c) (d) (e) P (a) x 150% R ((b)+(c)+(d)) x 150% S (e) x 150% T (P +R - S) 68056.3196 317499.7723 821269.3377 769293.4216 252273.8526 102084.4793 2862093.7975 378410.7789 2585767.498 Project Information Project Name: CED Plan # (LUA): CED Permit # (U): Site Address: Parcel #(s): Project Phase: Minimum Bond Amount is $10,000.00 Alpine Nursery 15-000018 15-007366 16023 SE 144th St & 14609/14625 161st Ave SE 2323059044, 2323059099, 2323059167 PROJECT CLOSEOUT MAINTENANCE BOND */** (after final acceptance of construction) (a) (b) (c) (d) (e) EST1 ((b) + (c) + (d)) x 20% 68056.3196 317499.7723 821269.3377 769293.4216 252273.8526 381612.5063