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622 Bell St-Approved Cost Est.-Sewer.pdfSite Improvement Bond Quantity Worksheet S15 Webdate: 04/03/2015 L-9 King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600. 206-296-6600 TTY Relay 711 Project Name: 622 Bell Street LLC Date: 30th March 2017 Location: 622 Bell StReet Edmonds, WA. 98020 Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 SITE BONDS.As Project No.: Activity No.: 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. END -ro IM tWPLD 4*1L * F:O�It> ev 1'-4V'"LS Wwp-g��Ihx tOT^LL*-r(OM 61r- A- QFW E9W9V- LA-fvq� - C474 v,)ILL olx-apm�/ GAPW,**, -Qkq MIK umeb -S164iZ41-7. 1KJ -"hS Lfrt"44., ( "WO, otz- C"S' rw- 9"W-45MAWT- ATP12-O&O -eOWD ftWVJ-�-( �- et(16100d— P A ENGINE ING /-Z:?,/Vl 7 Owe: Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/18/2017 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 Reference # Unit Price Unit Quantity # Of Applications Cost EROSIONISEDIMENT CONTROL Number Backfill & compaction -embankment ESCA $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 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 30 45 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 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 ESCA 0 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESCA 1 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESCA 2 $ 12.00 LF Piping, temporary, CPP, 8" ESCA 3 $ 14.00 LF Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESCA 5 SWDM 5.4.2.3 $ 4.00 SY Rip Rap, machine placed; slopes ESCA 6 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'xl 5'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 1 00'x1 5'xl' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each 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 Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY 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 Paw 9) Each ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 SITE B0NDS.xIs $ 45.00 IA5- $ 1350 $ bb.bU Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/18/2017 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. I Cost QuantT Cost Quant. Cost GENERAL ITEMS N a,_ Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI-2 $ 9.00 CY 15 135.00 Clear/Remove Brush, bv hand GI - 3 $ 1.00 SY C lea ri ng/Grubbing/Tree Removal GI - 4 Is 10,00000 Acre Excavation - bulk GI - 5 $ 2.00 CY Excavation - Trench GI - 6 $ 5.00 _CY 151 75.00 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, 20' GI - 9 $ 1,400.00 Each Fencing, split rail, Thigh GI - 10 $ 15,00 LF Fill & compact - common barrow GI - 11 $ 2500 CY 15 375-00 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 $ 9000 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand G1 - 17 $ 2.50 SY Grading, fine, with grader G1 - 18 $ 2.00 SY 10 20.00 Monuments, 3'long GI - 191 $ 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 1 850.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers GI - 24 $ 120.00 HR 8 96000 Trail, 4" chipped wood GI - 251$ 8.00 SY Trail, 4" crushed cinder GI - 26 $ 9.00 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 2.41500 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS REVISED.xIs Report Date: 5/18/2017 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 E)l xisting Right-of-wa Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROADIMPROVEMENT No. AC Grinding, 4'wide machine < 10OOsV Rl- 1 $ 3000 SY AC Grinding, 4'wide machine 1000-200osV RI - 2 $ 16.00 SY AC Grinding, 4'wide machine > 20OOsV RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 5 175.00 Barricade, tVpe I I I ( Permanent R1 - 6 $ 56.00 LF Curb & Gutter, rolled R1 - 7 $ 17.00 LF Curb & Gutter, vertical R1 - 8 $ 12.50 LF Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF Curb, extruded asphalt RI - 10 $ 550 LF Curb. extruded concrete RI - 11 $ 700 LF Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 20 37.00 Sawcut, concrete, per 1 " depth RI - 13 S 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 201 40.00 Shoulder, AC, ( see AC road unit price RI - 15 $ - SY Shoulder, gravel, 4" thick Rl - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY Sidewalk, 5" thick R1 - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY Sign, handicap Rl - 21 $ 85.00 Each Striping, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk RI - 23 $ 3.00 SF IStriping, 4" reflectorized line RI - 24+ 0500 1 LF Page 4 of 9 SUBTOTAL 252.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS REVISED.As Report Date: 5/18/2017 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 _L_ ROAD SURFACING No. (4" Rock 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top 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 10 280.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS-5 $ 21 00 SY HMA Road, 3", 9 1/2" Rock, First 250O.SY RS - 6 $ 4200 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SY 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 SY RS - 11 $ 30.00 SY HMA 3/4" or 1 ", 4" Depth RS - 12' $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 12; $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14. $ 10.00 SY PCC Road (Add Under Write-ins w/Design) RS - 15 Thickened Edge IRS - 17' $ 8.60 LF Page 5 of 9 SUBTOTAL 280.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction Version: 03/02/2015 SITE BONDS REVISED.xIs Report Date: 5/18/2017 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 T Quant. Cost DRAINAGE (CPP= Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Averag of 4' cover was assumed. Assume perforated PVC is same price as solid F Access Road. R/D D - 1 S 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 CB Type IL D-5 $ 1,750.00 Each CB Type 11, 48" diameter D-6 $ 2,300.00 Each for additional depth over 4' D-7 $ 480.00 FT 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 $ 2,80000 Each for additional depth over 4' D - 11 $ 60000 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 Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF 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 1$ 5600 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 S 270.00 LF lCulvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS REVISED.As Report Date: 5/18/2017 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 Cost Quant. Cost Culvert, Concrete, 8" D-32T$ 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 $ 1600 LF Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 $ 3500 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ %00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 13000 LF Ditching D - 49 $ 950 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 2800 LF French Drain (3'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 1 Each Page 7 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction Version: 03/02/2015 SITE BONDS REVISED.xls Report Date: 5/18/2017 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 xisting Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Price Quant. I Cost Quant. Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders No. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 2" AC, 1.5" top course & 2.5" base course 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 Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each WRITE -IN -ITEMS SANITARY SEWER No. Each Install new 6" lateral and WI - 1 $ 7M0.00 EA. 1 7000 WI - 2 LF Install cleanout and cap WI - 3 $ 600.00 EA. 1 600 B-inch sewer main replacement WI - 4 LF 6 720 WI - 5 WI - 6 Wl - 7 WI - 8 wi - 9 wi - 10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 *KCC 27A authorizes only one bond reduction SITE BONDS REVISED.xIs 8.320.00 11,267.00 3.38010 14,647.10 B x U016 Pew I tj C Ak III I -Cos. -1 AI 91 0&1 - V. D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/18/2017