The URL can be used to link to this page

234_King County BQW Spreadsheet_190522_progress.pdfSite Improvement Bond Quantity Worksheet S15 Web date: 04/03/201,1 LIM King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 Project Name: GRE Edmonds, LILC Location: 23400 Highway 99, Edmonds, WA 98026 Clearing greater than or equal to 5,000 board feet of timber? yes If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 234_King County BQW Spreadsheet-1 90522—progress X no For alternate formats, call 206-296-6600. Date: 5/21/2019 Project No.: App #bId2O181622 Activity No.: Building Permit Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201,1 Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESC-1 $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 5 1 400 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-4 $ 9.00 CY Excavation -bulk ESC-5 $ 2.00 CY Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 657 1 986 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 600 1 900 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESC-1 I SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF 70 1 980 Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC-1 5 SWDM 5.4.2.3 $ 4.00 SY Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'xl5'xl' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 100'xl5'xl' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each 2 1 6400 Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each 1 1 2200 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 1 1 70 Seeding, by hand ESC-22 SWDM 5.4.2.4 $ 1.00 SY Sodding, 1" deep, level ground ESC-23 SWDM 5.4.2.5 $ 8.00 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY TESC Supervisor ESC-25 $ 110.00 HR Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see_pAge 9) Temporary Settling Tank Each 1 1 Temporary Interceptor Swale $ 15.00 LF 535 1 8025 Temporary Stabilized Construction Road $ 15.00 S 170 1 255 Wheel Wash $ 2,500.00 Each 1 1 2500 Inlet Protection $ 250.00 Each 3, 1 7501 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: 234_King County BQW Spreadsheet-1 90522—progress $ 25,760.50 $ 7,728.15 $ 33,488.65 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201,1 COLUMN: A Page 2 of 9 Unit prices updated: 3/2/2015 Version: 3/2/2015 234_King County BQW Spreadsheet-1 90522—progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 1.27 12,700.00 Excavation - bulk GI - 5 $ 2.00 CY 22850 45,700.00 Excavation - Trench GI - 6 $ 5.00 CY Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 2 GI - 9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY 50 1,250.00 Fill & compact - gravel base GI - 12 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY Surveying, line & grade GI - 22 $ 850.00 Day Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers GI -24 $ 120.00 HR Trail, 4" chipped wood GI - 25 $ 8.00 SY Trail, 4" crushed cinder GI - 26 $ 9.00 1 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF 100 5,500.00 Iwall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 65,150.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost I Quant, T Cost Quant, T Cost ROADIMPROVEMENT No. AC Grinding, 4'wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4'wide machine 1000-2001 RI - 2 $ 16.00 SY AC Grinding, 4'wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 65 2,275.00 Barricade, type III ( Permanent RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 180 2,250.00 Curb and Gutter, demolition and disposa RI - 9 $ 18.00 LF 180 3,240.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 245 453.25 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF Shoulder, AC, ( see AC road unit price ) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 680 25,840.00 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY 330 10,560.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and dispos RI - 20 $ 40.00 SY Sign, handicap RI - 21 1 $ 85.00 Each Striping, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF Striping, 4" reflectorized line RI - 24 $ 0.50 LF 65 32.501 1 1 1 Page 4 of 9 SUBTOTAL 44,650.75 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant, F Cost Quant, Cost ROAD SURFACING No. K' Rock 2.5 base & 1.5" to) course) 9 1/2" Rock= 8" base & 1.5"' op course) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY HMA Road, 2", 4" rock, Qty. over 2500 E RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 E RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2E RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 S) RS - 11 $ 30.00 SY H MA 3/4" or 1 ", 4" Depth RS - 12 $ 20.00 SY 70 1,400.00 Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write-ins w/Desil RS - 15 1 1 1 1 IThickened Edge I RS - 17 1 $ 8.60 LF I I I I I Page 5 of 9 SUBTOTAL 1,400.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant.. Cost Quant. Cost ----F Cost Quant. DRAINAGE (CPP= Corrugated Plastic Pipe, N12 or Equivalent) For Cull ert prices, Average of 4' cover was assumed. Assu e perforated PVC is same price a solid pipe. Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed D - 2 $ 240.74 Each Bollards - removable D - 3 $ 452.34 Each * (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 1 1,500.00 4 6,000.00 CB Type IL D - 5 $ 1,750.00 Each CB Type 11, 48" diameter D - 6 $ 2,300.00 Each 1 2,300.00 5 11,500.00 for additional depth over 4' D - 7 $ 480.00 FT 10 4,800.00 CB Type 11, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' D - 9 $ 495.00 FT CB Type 11, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D - 11 $ 600.00 FT CB Type 11, 72" diameter D - 12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout, PVC, 4" D - 15 $ 150.00 Each 12 1,800.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each 1 170.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 1745 17,450.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 20 260.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 35 525.00 Culvert, PVC, 12" D - 21 $ 23.00 LF Culvert, CMP, 8" D - 22 $ 19.00 LF Culvert, CMP, 12" D - 23 $ 29.00 LF Culvert, CMP, 15" D - 24 $ 35.00 LF Culvert, CMP, 18" D - 25 $ 41.00 LF Culvert, CMP, 24" D - 26 $ 56.00 LF Culvert, CMP, 30" D - 27 $ 78.00 LF Culvert, CMP, 36" D - 28 $ 130.00 LF Culvert, CMP, 48" D - 29 $ 190.00 LF Culvert, CMP, 60" D - 30 $ 270.00 LF Culvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 SUBTOTAL 3,800.00 42,505.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant, Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF Culvert, Concrete, 12" D - 33 $ 36.00 LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF Culvert, CPP, 8" D - 42 $ 16.00 LF Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 $ 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 $ 9.50 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF French Drain (T depth) D - 51 $ 26.00 LF Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY Mid -tank Access Riser, 48" dia, 6'deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 480.00 Each ITrash Rack, 21" D - 64 $ 550.00 Each Page 7 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant.. Price Quant. I Cost ----F Cost Quant, PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders hL0-- 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 2" AC, 1.5" top course & 2.5" base coui PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum i I I I I I I Street Light Poles w/Lurninaires UP-2 $ 7,500.00 1 Each 1 31 $ 22,500.00 1 1 1 1 1 WRITE -IN -ITEMS (Such as detention/water quality vaults.) hL0-- Stormwater Vault WI - 1 $ 380,000.00 Each 1 380,000.00 Block Wall WI - 2 $ 16.00 SY Yard Drain WI - 3 $ 400.00 Each 4 1,600.00 Temporary Shoring Wall WI - 4 LS 4" DI Pipe WI - 5 $ 30.00 6" DI Pipe WI - 6 $ 40.00 LF 12" DI Pipe WI - 7 $ 125.00 LF 395 49,375.00 Trench Drain WI - 8 $ 40.00 LF 34 1,360.00 wl - 9 Each wl - 10 Each wl - 11 Each WI - 12 Each WI - 13 Each WI - 14 Each SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: *KCC 27A authorizes only one bond reduction. 234_King County BQW Spreadsheet 190522progress 22,500.00 72,350.75 539,990.00 21,705.23 161,997.00 94,055.98 701,987.00 B C D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Page 8 of 9 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet 190522progress Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Original bond computations prepared by Web date: 04/03/2015 Name: Joe Taflin Date: 5/21/2019 PE Registration Number: 41871 Tel. #: 425.458.7900 Firm Name: Navix Engineering Address: 11235 SE 8th Street, Suite 150; Bellevue, WA 98004 Project No: App #bId20181622 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: (A) (B) (C) FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT $ 33,488.7 SUBSTANTIAL COMPLETION $ 94,056.0 (D) $ 701,987.0 (A+B) $ 127,544.6 (T) $ 829,531.6 Minimum is $2000. T x 0.30 $ 248,859.5 Minimum is $2000. Date: (B+C) x 0.25 = $ 23,514.0 Minimum is $2000. NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinacountymoylperm Version: 03/02/2015 234_King County BQW Spreadsheet-190522_progress Report Date: 5/22/2019