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Magic Toyota Approved Cost Est. bld20170493.pdfSite Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E 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: Magic Toyota Location: Edmonds, Washington Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Date: 9/14/2017 Project No.: Activity No.: Q3 LPW « 0413 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. Ai;�FhUVELJ AS NOTED Date:.____..--�j�l�.-L_ _..- -,f ose , QovJ A Sk logfm.YVIQ.Y 47 Page 1 of 9 '(vise, Vw A S-Tof--K -f�15 �T SST. � �e ��2�•10 VNb 'i60- � STOW VPM Q6&1012Z = Z1,A0K. Zo 60 King County Bond Quantity Worksheet_phase 2_170914.xls � 2io,iW" Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/14/2017 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E 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 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 340 1 510, Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 1 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-11 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 Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC-15 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'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 100'x15'x1' 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 100 1 11000 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see page 9) ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 King County Bond Quantity Worksheet_phase 2_170914.xls $ 11,510.00 $ 3,453.00 $ 14,963.00 ' iLO�lO Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/14/2017 Site Improvement Bond Quantity Worksheet Web date: 04/0312015 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/Grubbinq/Tree Removal GI - 4 $ 10,000.00 Acre Excavation - bulk GI - 5 $ 2.00 CY 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, Thigh GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY Fill & compact - gravel base GI - 12' $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh I GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 16 $ 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 $ 200 SY 1 16470 32,940.00 Monuments, 3' Iona GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Soddinq, V deep, sloped around GI - 21 $ 8.00 SY Surveying, line & grade GI - 22 $ 850.00 Day Surveying, lot location/lines GI - 23 $ 1,80000 Acre Traffic control crew ( 2 flaggers 1 GI - 24 $ 120.00 HR 16 1,920.00 Trail, 4" chipped wood GI - 25 $ 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 3of9 SUBTOTAL 1,920.00 32,940.00 Unit prices updated: 03/02/2015 'KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity Worksheet_phase 2_170914.xis Report Date: 9/14/2017 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 ROADIMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-200 RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000s RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 13925 487,375.00 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 16 200.00 1491 18,637.50 Curb and Gutter, demolition and diSDOSa RI - 9 $ 18.00 LF Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF 2314 16.198.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 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 15 570.00 Sidewalk, 4" thick, demolition and dispo: RI - 18 $ 32.00 SY 15 480.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY 379 15.539.00 545 22,345.00 Sidewalk, 5" thick, demolition and dispo: RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 85.00 5 425.00 Striping, per stall RI - 22 $ 7.00 ch �Each 260 1.820.00 Striping, thermoplastic. ( for crosswalk ) RI - 23 $ 3.00 F 215 645.00 Striping, 4" reflectorized line RI - 24 $ 0.50 LF Page 4 of 9 SUBTOTAL 00 547,445.50 Unit prices updated: 03/02/2015 'KCC 27A authorizes only one bond reduction Version: 03/02/2015 King County Bond Quantity Worksheet_phase 2_170914.xis Report Date: 9/14/2017 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 I Unit I Quant.T Cost QuantT Cost Quant. Cost 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 2500 70,000.00 HMA Road, 2", 4" rock. Qtv. over 2500 : RS - 5 $ 21 00 SY 1115 23.415.00 HMA Road, 3", 9 1/2" Rock, First 2500 £ RS - 6 $ 42.00 SY 2500 105,000.00 HMA Road, 3", 9 1/2" Rock, Qty Over 25 RS - 7 $ 35.00 SY 3290 115.150.00 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 HMA 3/4" or 1", 4" Depth RS - 12 $ 20.00 SY Gravel Road. 4" rock. First 2500 SY RS - 12 $ 15.00 SY 1702 25,530.00 Gravel Road, 4" rock, Qtv. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Desi RS - 1 S Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity Worksheet_phase 2_170914.xis Report Date: 9/14/2017 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. I Cost Quant. Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid of e. Acccss Road. R/D D - 1 5 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 II, 48" diameter D - 6 $ 2.300.00 Each for additional depth over 4' D - 7 $ 48000 FT CB Type II, 54" diameter D - 8 $ 2.500.00 Each for additional depth over 4' D - 9 $ 495.00 FT CB Type II, 60" diameter D-101 $ 2,800.00 Each for additional depth over 4' D - 11 $ 600.00 FT CB Type II, 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 $ 1900. 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 1 $ 190.00 1 LF Culvert, CMP, 60" D - 30 $ 270.00 1 LF Culvert, CMP, 72" D - 31 1 $ 350.00 1 LF Page 6of9 SUBTOTAL Unit prices updated: 03/02/2015 'KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity Worksheet_phase 2_170914.xis Report Date: 9/14/2017 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 I Quant.T 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 $ 20500 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 (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 Trash 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 King County Bond Quantity Worksheet_phase 2_170914.xls Report Date: 9/14/2017 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. Price Quant. Cost Quant. I 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 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 bfranchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 F Lump Sum Street Light Poles w/Luminaires UP-2 1 $ 7,500.00 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. PCC 6" with 8" base course WI - 1 $ 38.00 SY 309 11,742.00 Inlet Protection WI - 2 $ 50.00 Each 23 1.150.00 Soil export WI - 3 $ 2500 CY 6542 163,550.00 2.5" copper pipe WI - 4 $ 20.00 LF 225 4,500.00 8" DI pipe WI - 5 $ 40.00 LF 1136 45.440.00 6" DI pipe WI - 6 $ 35.00 LF 24 840.00 4" DI pipe WI - 7 $ 20.00 LF 195 3.900.00 Backflow preventer and vault WI - 8 $ 7,000.00 Each 1 7,000.00 Fire hydrant w/ valve. valve box. fittings WI - 9 $ 2,000.00 Each 2 4,00000 8" gate valve WI - 10 $ 1,250.00 Each 2 2.50000 Tees WI - 11 $ 850.00 Each 3 2,550.00 Thrust Block WI - 12 $ 55.00 Each 9 495.00 Bends WI - 13 $ 150.00 Each 10 1,50000 6" pvc pipe WI - 14 $ 35.00 LF 357 12.495.00 Clean outs WI - 15 $ 50000 Each 6 3,000.00 Grease traps WI - 16 $ 15.000.00 Each 1 15.000.00 Tree grate WI - 17 $ 400.00 Each 4 1,600.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: Page 8 of 9 'KCC 27A authorizes only one bond reduction. King County Bond Quantity Worksheet_phase 2_170914.xls 3,170.00 951.00 15.539.00 1,168,647.50 4.661.70 GRANDTOTAL: 4.121.00 20,200.70 COLUMN: B C 350,594 25 1,519,241.75 D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/14/2017