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pln20130004-approved cost estimate.pdfSite Improvement Bond Quantity Worksheet S15 Web date: 02/22/2013 x. 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: Pineview Place Date: 10/22/2013 Location: 1020 2nd Ave. So., Edmonds, WA 98020 Project No.: 12-164 pLnj2®g0004 Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes If yes, Forest Practice Permit Number: ,RCW 76.09) -1i se, _ -4 2Q, 713- & q )IKL, o-rt+45re. _ l A WVOo YE�KTI Page 1 of 9 1 / � � 150► ��.2� t !` 1 Pineview-cost-quantities_V_2.0.xls X no NA 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. 22°l0 1�1s€��G-CwdJ ��5,� -43,30 (. 2Z BonJD ,aJZzlW13 Unit prices updated: 02/12/02 Version: 11 /26/2008 Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet S15 Web date: 02/22/2013 Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESC-1 $ 5.62 CY 80 1 450 Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 67.51 Each 8 1 540 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 85.45 CY Ditching ESC-4 $ 8.08 CY 300 1 2424 Excavation -bulk ESC-5 $ 1.50 CY 600 1 900 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.38 LF 520 1 718 Fence, Temporary (NGPE) ESC-7 $ 1.38 LF 126 1 174 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.59 SY 2420 1 1428 Jute Mesh ESC-9 SWDM 5.4.2.2 $ 1.45 SY 67 Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.01 SY Mulch, by machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 $ 0.53 SY Piping, temporary, CPP, 6" ESC-12 $ 10.70 LF Piping, temporary, CPP, 8" ESC-13 $ 16.10 LF Piping, temporary, CPP, 12" ESC-14 $ 20.70 LF Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 2.30 SY 556 1 1279 Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 39.08 CY 2 1 78 Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,464.34 Each 1 1 1464 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 2,928.68 Each Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 1,949.38 Each Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 17.91 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 68.54 LF Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 0.51 SY ESC-23 SWDM 5.4.2.5 $ 6.03 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 7.45 SY TESC Supervisor ESC-25 $ 74.75 HR 1 25 1869 Water truck, dust control ESC-26 SWDM 5.4.7 $ 97.75 HR 1 20 1955 WRITE -IN -ITEMS **** (see page 91 1L"C SO LS t 7G.w� Each yv ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Pineview-cost-quantities_V_2.0.xis $ 13,278.01 $ 3,983.40 $ 17,261.41 )( IU86 A Unit prices updated: 02/12/02 Version: 11 /26/2008 Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Quantity Completed (Bond Reduction)` Quant. Complete Cost Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 5.62 CY Backfill & Compaction- trench GI-2 $ 8.53 CY Clear/Remove Brush, by hand GI-3 $ 0.36 SY Clearing/Grubbing/Tree Removal GI-4 $ 8,876.16 Acre 0.00826 73.36 0.5 4,438.08 Excavation - bulk GI-51 $ 1.50 CY Excavation - Trench GI-6 $ 4.06 CY Fencing, cedar, 6' high GI-7 $ 18.55 LF Fencing, chain link, vinyl coated, 6' high GI-8 $ 13.44 LF Fencing, chain link, gate, vinyl coated, 21 GI-9 $ 1,271.81 Each Fencing, split rail, 3' high GI - 10 $ 12.12 LF Fill & compact - common barrow GI - 11 $ 22.57 CY Fill & compact - gravel base GI - 12 S 25.48 CY Fill & compact - screened topsoil GI - 13 S 37.85 CY 570 21,574.50 Gabion, 12" deep, stone filled mesh GI - 14 S 54.31 SY Gabion, 18" deep, stone filled mesh GI - 15 S 74.85 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 132.48 SY Grading, fine, by hand GI - 17 $ 2.02 SY Grading, fine, with grader GI - 18 $ 0.95 SY Monuments, T long GI - 19 $ 135.13 Each Sensitive Areas Sign GI - 20 $ 2.88 Each Sodding, 1" deep, sloped ground GI - 21 $ 7.46 SY Surveying, line & grade GI -22 $ 788.26 Day 2 1,576.52 Surveying, lot location/lines GI - 23 $ 1,556.64 Acre 1 1,556.64 Traffic control crew ( 2 flaggers) GI - 24 $ 85.18 HR Trail, 4" chipped wood GI - 25 $ 7.59 SY Trail, 4" crushed cinder GI - 26 $ 8.33 SY Trail, 4" top course GI - 27 $ 8.19 SY Wall, retaining, concrete GI - 28 $ 44.16 SF Wall, rockery IGI - 29 $ 9.49 SF 1 9451 8,968.05 Page 3 of 9 SUBTOTAL I J.J�7 4to•S0 38,113.79 Unit prices updated: 02/12/02 `KCC 27A authorizes only one bond reduction. Version: 11/26/08 Pineview-cost-quantities_V_2.0.xls Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Completel Cost Unit Price Unil Quant. Cost Quant. Cost QuGni. Qost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI-1 $ 28.00 SY AC Grinding, 4' wide machine 1000-200 RI-2 $ 15.00 SY AC Grinding, 4' wide machine > 2000sy RI-3 $ 7.00 SY AC Removal/Disposal/Repair RI-4 $ 67.50 SY wo 17930 Barricade, type I RI - 5 1 $ 30.03 LF Barricade, type III ( Permanent) RI - 6 $ 45.05 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 135 1,687.50 Curb and Gutter, demolition and disposa RI - 9 $ 18.00 LF Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF 110 770.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 213 394.05 Sawcut, concrete, per 1" depth RI - 13 $ 1.69 LF Sealant, asphalt RI - 14 $ 1.25 LF 213 266.25 Shoulder, AC, ( see AC road unit price ) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 35.00 SY Sidewalk, 4" thick, demolition and dispos RI - 18 $ 29.50 SY Sidewalk, 5" thick RI - 19 $ 38.50 SY Sidewalk, 5" thick, demolition and dispos RI - 20 $ 37.50 SY Sign, handicap RI - 21 $ 85.28 Each Striping, per stall RI - 22 $ 5.82 Each Striping, thermoplastic, ( for crosswalk) RI - 23 $ 2.38 SF Striping, 4" reflectorized line I RI - 24 $ 0.25 LF Page 4 of 9 SUBTQTAL 2,347.80 770.00 Unit prices updated: 02/12/02 *KCC 27A authorizes only one bond reduction. Version: 11 /26/08 Pineview-cost-quantities_V_2.0.xls Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete Cost ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For'93 KCRS ( 6.5" Rock= 5" base & 1.5" top course) For KCRS '93, (additional 2.5" base) add RS - 1 $ 3.60 SY AC Overlay, 1.5" AC RS - 2 S 11.25 SY AC Overlay, 2" AC RS - 3 $ 15.00 SY AC Road, 2", 4" rock, First 2500 SY RS - 4 $ 21.00 SY 177 3,717.00 160 3,360.00 AC Road, 2", 4" rock, Qty. over 2500SY RS - 5 S 19.00 SY AC Road, 3", 4" rock, First 2500 SY RS - 6 $ 23.30 SY AC Road, 3", 4" rock, Qty. over 2500 SY RS - 7 $ 21.00 SY AC Road, 5", First 2500 SY RS - 8 $ 27.60 SY AC Road, 5", Qty. Over 2500 SY RS - 9 $ 25,00 SY AC Road, 6", First 2500 SY RS - 1 $ 33.10 SY AC Road, 6", Qty. Over 2500 SY RS - 11 $ 30.00 SY Asphalt Treated Base, 4" thick RS - 1 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 1 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 1 $ 8.50 SY PCC Road, 5", no base, over 2500 SY RS - A $ 27.00 SY PCC Road, 6", no base, over 2500 SY RS - 1 $ 25.50 SY Thickened Edge RS - Ij S 8.60 LF 16 137.60 Page 5 of 9 61111:31rel IF-1" 3.717.00 .60 Unit prices updated: 02/12/02 *KCC 27A authorizes only one bond reduction. Version: 11/26/08 Pineview-cost-quantities V_2.0.xls Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction; Quant. Complete Cost Unit Price Unit Quant. F cost Quant. Cost Quant. Cost 13RAINAGE (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 $ 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 $ 1,257.64 Each 2 2,515.28 7 8,803.48 CB Type IL D - 5 $ 1,433.59 Each CB Type II, 48" diameter D - 6 $ 2,033.57 Each for additional depth over 4' D - 7 $ 436.52 FT CB Type II, 54" diameter D - 8 $ 2,192.54 Each for additional depth over 4' D - 9 $ 486.53 FT CB Type II, 60" diameter D - 10 $ 2,351,52 Each for additional depth over 4' D - 11 $ 536.54 FT CB Type II, 72" diameter D - 12 $ 3,212.64 Each for additional depth over 4' D - 13 $ 692.21 FT Through -curb Inlet Framework (Add) D - 14 $ 366.09 Each Cleanout, PVC, 4" D - 15 $ 130.55 Each Cleanout, PVC, 6" D - 16 $ 174.90 Each Cleanout, PVC, 8" D - 17 $ 224.19 Each Culvert, PVC, 4" D - 18 $ 8.64 LF Culvert, PVC, 6" D - 19 $ 12.60 LF 240 3,024.00 Culvert, PVC, 8" D - 20 $ 13.33 LF Culvert, PVC, 12" D - 21 $ 21.77 LF Culvert, CMP, 8" D - 22 $ 17.25 LF Culvert, CMP, 12" D - 23 $ 26.45 LF Culvert, CMP, 15" D - 24 $ 32.73 LF Culvert, CMP, 18" D - 25 $ 37.74 LF Culvert, CMP, 24" D - 26 $ 53.33 LF Culvert, CMP, 30" D - 27 $ 71.45 LF Culvert, CMP, 36" D - 28 $ 112.11 LF Culvert, CMP, 48" D - 29 $ 140.83 LF Culvert, CMP, 60" D - 30 $ 235.45 LF Culvert, CMP, 72" D - 31 $ 302.58 LF Page 6 of 9 SUBTOTAL 2,51528 11,827.48 Unit prices updated: 02/12/02 x'KCC 27A authorizes only one bond reduction. Version: 11/26/08 Pineview-cast-quantities_V_2.0.xls Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 1210212008 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private improvements Bond Reduction* Quant. Complete Cost No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 21.02 LF Culvert, Concrete, 12" D - 33 $ 30.05 LF Culvert, Concrete, 15" D - 34 $ 37.34 LF Culvert, Concrete, 18" D - 35 $ 44,51 LF Culvert, Concrete, 24" D - 36 $ 61.07 LF Culvert, Concrete, 30" D - 37 $ 104.18 LF Culvert, Concrete, 36" D - 38 $ 137.63 LF Culvert, Concrete, 42" D - 39 $ 158.42 LF Culvert, Concrete, 48" D - 40 $ 175.94 LF Culvert, CPP, 6" D - 41 $ 10.70 LF Culvert, CPP, 8" D - 42 $ 16.10 LF Culvert, CPP, 12" D - 431 $ 20.70 LF Culvert, CPP, 15" D - 44 $ 23.00 LF Culvert, CPP, 18" D - 45 $ 27.60 LF Culvert, CPP, 24" D - 46 $ 36.80 LF Culvert, CPP, 30" D - 47 $ 48.30 LF Culvert, CPP, 36" D-48 $ 55.20 LF Ditching D-49 $ 8.08 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 25.99 LF French Drain (3' depth) D - 51 $ 22.60 LF 310 7006 Geotextile, laid in trench, polypropylene D - 52 $ 2.40 SY 80 192 Infiltration pond testing D - 53 $ 74.75 HR Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 1,605.40 Each Pond Overflow Spillway D - 55 $ 14.01 SY Restrictor/Oil Separator, 12" D - 56 $ 1,045.19 Each Restrictor/Oil Separator, 15" D - 57 $ 1,095.56 Each Restrictor/Oil Separator, 18" D - 58 $ 1,146.16 Each Riprap, placed D - 59 $ 39.08 CY Tank End Reducer (36" diameter) D - 60 $ 1,000.50 Each Trash Rack, 12" 1 D - 611 $ 211.97 1 Each Trash Rack, 15" D - 62 $ 237.27 Each Trash Rack, 18" D - 63 $ 268.89 Each Trash Rack, 21" D - 641 $ 306.84 Each Page 7 of 9 SUBTOTAL 7198 Unit prices updated: 02/12/02 *KCC 27A authorizes only one bond reduction. Version: 11/26/08 Pineview-cost-quantities_V 2.0.xls Report Date: 10/22/2013 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Unit Price Unit Quant. Price Quant. Cost Quant. Cost Complete Cori PARKING LOT SURFACING N o. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY 2" AC, 1.5" top course & 2.5" base cour PL - 2 $ 28.00 SY 4" select borrow PL - 3 $ 4.55 SY 1.5" top course rock & 2.5base course PL-4 S 11.41 SY i UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Water Service (1" IPS Poly 200 PSI) WI - 1 $ 2.50 LF 120 300 1 2701 675.00 12"Ductile Iron Pipe WI - 2 S 50.00 LF 53 2650 San.Force Main (2" 20OPS I IPS Poly) WI - 3 S 3.00 LF 300 900.00 Pervious Pavement & Subgrade Prep WI - 4 1 $ 50.00 SY 180 9,000.00 Rip Rap Pad Wl - 5 $ 150.00 SF 2 300.00 Fire / Aid Address Signage WI - 6 $ 25.00 EA 3 75.00 Sanitary Manhole / connections WI-7 S 4,000.00 EA 1 4,000.00 6" San PVC (SDR 35) WI-8 S 24.00 LF 24 576 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 *KCC 27A authorizes only one bond reduction. Pineview-cost-quantities_V_2.0.xis 3,526.00 11,17T44 1 OtA —10" iSW83 15;8-33:27 B �y 14,950.00 76,356.87 22,907.06 99.263.93 C _D )( 120 "/,, S% Unit prices updated: 02/12/02 Version: 11 /26/08 Report Date: 10/22/2013