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Magic Toyota Approved Cost Est. eng20170122.pdfSite Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E LM 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: Location:. Maoic T Edmonds, Washinqton 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: Project No.: Activity No.: 6/8/2017 BLD 20170501, ENG 20170122 E— 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 R,5.Means database. �d N) vJ lLL 1� �lz To l NC.l�w-., 5 56PA V' t1A 11h s FM E v l�O&VIvl'I i j �1 \ Page 1 of 9 A MOVED' AS NOT t z.�. �� b�5��1��P date: � �r � 09 1 King Coutny Bond Quantity Worksheet.xls Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 6/8/2017 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201: 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 20 1 1600 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 560 1 840 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 840 1 1260 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 1 1 3200, 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 paqe 9) Interceptor swales $ 3.00 LF 903 1 2709, Straw Wattles $ 3.00 LF 165 1 495 Page 2 of 9 King Coutny Bond Quantity Worksheet.xls ESC SUBTOTAL: $ 21,104.00 30% CONTINGENCY & MOBILIZATION: S 6,331.20 ESC TOTAL: S 27,435.20 COLUMN: A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 6/8/2017 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 I 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 Excavation - bulk GI-5 $ 2.00 CY 5888 11,776.00 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, 20' 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 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 Dav Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers 1 GI - 24 $ 120.00 HR 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 IGI - 28 $ 55.00 SF Wall, rockery I GI - 29 $ 15.00 SF Page 3 of 9 *KCC 27A authorizes only one bond reduction. King Coutny Bond Quantity W orksheet.xls SUBTOTAL 11.776.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/8/2017 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 ROADIMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000: RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 3310 115,850.00 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 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 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 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 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and dis osa RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 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 Page 4 of 9 *KCC 27A authorizes only one bond reduction. King Coutny Bond Quantity Worksheet.xls SUBTOTAL 115,850.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/8/2017 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 Unitj Quant. 11 Cost Quant. I 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" HMA 1/2" Overlay 2" RS - 2 RS - 3 $ 14.00 $ 18.00 SY SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY HMA Road, 2", 4" rock, Qty. over 2500 S) RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 SIr HMA Road, 3", 9 1/2" Rock, Qty Over 2501 RS - 6 RS - 7 $ 42.00 $ 35.00 SY SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 10 RS - 11 $ 33.10 $ 30.00 SY 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/Desi, RS - 1551 Thickened Edge IRS - 17 $ 8.60 LF Page 5 of 9 SUBTOTAL *KCC 27A authorizes only one bond reduction King Coutny Bond Quantity W orksheet.)ls Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/8/2017 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Unit Price Unit Existing Right-of-way Quant. Cost Future Public Right of Way & Drainage Facilities Quant. I Cost Private Improvements 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 pipe. Access Road. R/D D - 1 S 21.00 SY Bollards - fixed Bollards - removable * (CBs include frame and lid) CB Type I CB Type IL CB Type Il, 48" diameter D - 2 D - 3 D - 4 D - 5 D - 6 $ 240.74 S 452.34 $ 1,500.00 $ 1,750.00 $ 2,300.00 Each Each Each Each Each 10 8 15,000.00 18,400.00 for additional depth over 4' D - 7 $ 480.00 FT 28 13,440.00 CB Type II, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' CB Type Il, 60" diameter for additional depth over 4' D - 9 D - 10 D - 11 $ 495.00 $ 2,800.00 $ 600.00 FT Each 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" Cleanout, PVC, 6" D - 15 D - 16 $ 150.00 $ 170.00 Each Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" Culvert, PVC, 6" D - 18 D - 19 $ 10.00 $ 13.00 LF LF 1494 14,940.00 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 $ 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 1 $ 350.00 1 LF Page 6 of 9 SUBTOTAL 61.780.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King Coutny Bond Quantity Worksheet.xls Report Date: 6/8/2017 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 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 1 $ 14.00 LF Culvert, CPP, 8" D - 42 $ 16.00 LF Culvert, CPP, 12" D - 43 $ 24.00 LF 1075 $ 25,800.00 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 1 $ 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 1 $ 480.00 Each Trash Rack, 21" D - 64 1 $ 550.00 Each Page 7 of 9 'KCC 27A authorizes only one bond reduction. King Coutny Bond Quantity W orksheet.xls SUBTOTAL 25800 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/8/2017 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. 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 cours: 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 I 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 Po!e(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 1 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Stormwater Vault WI-1 $448,000.00 Each 1 448,000.00 Flow control structure WI-2 $ 5,000.00 Each 1 5.000.00 24" vented locking lid W 1 - 3 $ 500.00 Each 5 2.500.00 Inlet Protection WI-4 $ 50.00 Each 6 300.00 Dewatering WI-5 $ 25.000.00 Lump 1 25,000.00 Demo eAsting utilities W 1 - 6 $ 10,000.00 Lump 1 10,000.00 Soil cut and reuse on site W 1 - 7 $ 12.00 CY 3284 39,408.00 Soil export W 1 - 8 $ 25.00 CY 2604 65,100.00 Culvert, HDPE, 8" WI-9 $ 25.00 LF 7 175.00 Trench Drain wi -10 $ 80.00 LF 801 6,400.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30%CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 B -P FE- L00b I r-J Bomb CAL-(-XLAWW Tau- *KCC 27A authorizes only one bond reduction. King Coutny Bond Quantity Worksheet.xls C -�81�69-89 24-5 TO' 1.062.215.70 D j S-�UfzNl = lZ�e,�tSS � �°lo nricrlErE+u,� Unit prices updated: 03/02/2015 Version: 03/02/2015 1. row Report Date: 6/8/2017