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HomeMy WebLinkAboutBond Quantity Worksheet14069.xlsxDepartment of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 Project Name: Location: Clearing greater than or equal to 5,000 board feet of timber? X If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 EROSION/SEDIMENT CONTROL Backfill & compaction-embankment Check dams, 4" minus rock Crushed surfacing 1 1/4" minus Ditching Excavation-bulk Fence, silt Fence, Temporary (NGPE) Hydroseeding Jute Mesh Mulch, by hand, straw, 3" deep Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6" Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" Plastic covering, 6mm thick, sandbagged Rip Rap, machine placed; slopes Rock Construction Entrance, 50'x15'x1' Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly Sediment trap, 5' high berm Sed. trap, 5' high, riprapped spillway berm section Seeding, by hand Sodding, 1" deep, level ground Sodding, 1" deep, sloped ground TESC Supervisor Water truck, dust control WRITE-IN-ITEMS **** (see page 9) Inlet Protection Grate Page 2 of 9 Alpine Nursery Renton yes TBD Number ESC-1 ESC-2 ESC-3 ESC-4 ESC-5 ESC-6 ESC-7 ESC-8 ESC-9 ESC-10 ESC-11 ESC-12 ESC-13 ESC-14 ESC-15 ESC-16 ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 ESC-25 ESC-26 no Reference # SWDM 5.4.6.3 WSDOT 9-03.9(3) SWDM 5.4.3.1 SWDM 5.4.2.4 SWDM 5.4.2.2 SWDM 5.4.2.1 SWDM 5.4.2.1 SWDM 5.4.2.3 WSDOT 9-13.1(2) SWDM 5.4.4.1 SWDM 5.4.4.1 SWDM 5.4.5.2 SWDM 5.4.5.1 SWDM 5.4.5.1 SWDM 5.4.2.4 SWDM 5.4.2.5 SWDM 5.4.2.5 SWDM 5.4.7 For alternate formats, call 206-296-6600. 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 Price 5.62 67.51 85.45 8.08 1.5 1.38 1.38 0.59 1.45 2.01 0.53 10.7 16.1 20.7 2.3 39.08 1464.34 2928.68 1949.38 17.91 68.54 0.51 6.03 7.45 74.75 97.75 25 Unit CY Each CY CY CY LF LF SY SY SY SY LF LF LF SY CY Each Each Each LF LF SY SY SY HR HR Each Date: Project No.: Activity No.: Quantity 32 230 2365 600 29515 29515 335 885 1 325 6 12 2 47 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: 3/8/2016 14069 # of Applications 1 1 1 1 1 1 1 1 1 1 1 1 4 1 Cost 0 2160.32 0 1858.4 0 3263.7 828 17413.85 0 0 15642.95 0 0 6934.5 2035.5 0 0 2928.68 0 5820.75 411.24 0 0 0 897 782 1175 0 0 62151.89 18645.567 80797.457 A GENERAL ITEMS Backfill & Compaction- embankment Backfill & Compaction- trench Clear/Remove Brush, by hand Clearing/Grubbing/Tree Removal Excavation - bulk Excavation - Trench Fencing, cedar, 6' high Fencing, chain link, vinyl coated, 6' high Fencing, chain link, gate, vinyl coated, 20' Fencing, split rail, 3' high Fill & compact - common barrow Fill & compact - gravel base Fill & compact - screened topsoil Gabion, 12" deep, stone filled mesh Gabion, 18" deep, stone filled mesh Gabion, 36" deep, stone filled mesh Grading, fine, by hand Grading, fine, with grader Monuments, 3' long Sensitive Areas Sign Sodding, 1" deep, sloped ground Surveying, line & grade Surveying, lot location/lines Traffic control crew ( 2 flaggers ) Trail, 4" chipped wood Trail, 4" crushed cinder Trail, 4" top course Wall, retaining, concrete Wall, rockery Page 3 of 9 ROAD IMPROVEMENT AC Grinding, 4' wide machine < 1000sy AC Grinding, 4' wide machine 1000-2000sy AC Grinding, 4' wide machine > 2000sy AC Removal/Disposal/Repair Barricade, type I Barricade, type III ( Permanent ) Curb & Gutter, rolled Curb & Gutter, vertical Curb and Gutter, demolition and disposal Curb, extruded asphalt Curb, extruded concrete Sawcut, asphalt, 3" depth Sawcut, concrete, per 1" depth Sealant, asphalt Shoulder, AC, ( see AC road unit price ) Shoulder, gravel, 4" thick Sidewalk, 4" thick Sidewalk, 4" thick, demolition and disposal Sidewalk, 5" thick Sidewalk, 5" thick, demolition and disposal Sign, handicap Striping, per stall Striping, thermoplastic, ( for crosswalk ) Striping, 4" reflectorized line Page 4 of 9 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: AC Overlay, 1.5" AC AC Overlay, 2" AC AC Road, 2", 4" rock, First 2500 SY AC Road, 2", 4" rock, Qty. over 2500SY AC Road, 3", 4" rock, First 2500 SY AC Road, 3", 4" rock, Qty. over 2500 SY AC Road, 5", First 2500 SY AC Road, 5", Qty. Over 2500 SY AC Road, 6", First 2500 SY AC Road, 6", Qty. Over 2500 SY Asphalt Treated Base, 4" thick Gravel Road, 4" rock, First 2500 SY Gravel Road, 4" rock, Qty. over 2500 SY PCC Road, 5", no base, over 2500 SY PCC Road, 6", no base, over 2500 SY Thickened Edge Page 5 of 9 DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) Access Road, R/D Bollards - fixed Bollards - removable * (CBs include frame and lid) CB Type I CB Type IL CB Type II, 48" diameter for additional depth over 4' CB Type II, 54" diameter for additional depth over 4' CB Type II, 60" diameter for additional depth over 4' CB Type II, 72" diameter for additional depth over 4' Through-curb Inlet Framework (Add) Cleanout, PVC, 4" Cleanout, PVC, 6" Cleanout, PVC, 8" Culvert, PVC, 4" Culvert, PVC, 6" Culvert, PVC, 8" Culvert, PVC, 12" Culvert, CMP, 8" Culvert, CMP, 12" Culvert, CMP, 15" Culvert, CMP, 18" Culvert, CMP, 24" Culvert, CMP, 30" Culvert, CMP, 36" Culvert, CMP, 48" Culvert, CMP, 60" Culvert, CMP, 72" Page 6 of 9 DRAINAGE CONTINUED Culvert, Concrete, 8" Culvert, Concrete, 12" Culvert, Concrete, 15" Culvert, Concrete, 18" Culvert, Concrete, 24" Culvert, Concrete, 30" Culvert, Concrete, 36" Culvert, Concrete, 42" Culvert, Concrete, 48" Culvert, CPP, 6" Culvert, CPP, 8" Culvert, CPP, 12" Culvert, CPP, 15" Culvert, CPP, 18" Culvert, CPP, 24" Culvert, CPP, 30" Culvert, CPP, 36" Ditching Flow Dispersal Trench (1,436 base+) French Drain (3' depth) Geotextile, laid in trench, polypropylene Infiltration pond testing Mid-tank Access Riser, 48" dia, 6' deep Pond Overflow Spillway Restrictor/Oil Separator, 12" Restrictor/Oil Separator, 15" Restrictor/Oil Separator, 18" Riprap, placed Tank End Reducer (36" diameter) Trash Rack, 12" Trash Rack, 15" Trash Rack, 18" Trash Rack, 21" Page 7 of 9 PARKING LOT SURFACING 2" AC, 2" top course rock & 4" borrow 2" AC, 1.5" top course & 2.5" base course 4" select borrow 1.5" top course rock & 2.5" base course UTILITY POLES & STREET LIGHTING Utility Pole(s) Relocation Street Light Poles w/Luminaires WRITE-IN-ITEMS (Such as detention/water quality vaults.) Utility Pole Relocation Wet Biofiltration Swale Page 8 of 9 No. GI - 1 GI - 2 GI - 3 GI - 4 GI - 5 GI - 6 GI - 7 GI - 8 GI - 9 GI - 10 GI - 11 GI - 12 GI - 13 GI - 14 GI - 15 GI - 16 GI - 17 GI - 18 GI - 19 GI - 20 GI - 21 GI - 22 GI - 23 GI - 24 GI - 25 GI - 26 GI - 27 GI - 28 GI - 29 No. RI - 1 RI - 2 RI - 3 RI - 4 RI - 5 RI - 6 RI - 7 RI - 8 RI - 9 RI - 10 RI - 11 RI - 12 RI - 13 RI - 14 RI - 15 RI - 16 RI - 17 RI - 18 RI - 19 RI - 20 RI - 21 RI - 22 RI - 23 RI - 24 RS - 1 RS - 2 RS - 3 RS - 4 RS - 5 RS - 6 RS - 7 RS - 8 RS - 9 RS - 10 RS - 11 RS - 12 RS - 13 RS - 14 RS - 15 RS - 16 RS - 17 D - 1 D - 2 D - 3 D - 4 D - 5 D - 6 D - 7 D - 8 D - 9 D - 10 D - 11 D - 12 D - 13 D - 14 D - 15 D - 16 D - 17 D - 18 D - 19 D - 20 D - 21 D - 22 D - 23 D - 24 D - 25 D - 26 D - 27 D - 28 D - 29 D - 30 D - 31 No. D - 32 D - 33 D - 34 D - 35 D - 36 D - 37 D - 38 D - 39 D - 40 D - 41 D - 42 D - 43 D - 44 D - 45 D - 46 D - 47 D - 48 D - 49 D - 50 D - 51 D - 52 D - 53 D - 54 D - 55 D - 56 D - 57 D - 58 D - 59 D - 60 D - 61 D - 62 D - 63 D - 64 No. PL - 1 PL - 2 PL - 3 PL - 4 UP-1 UP-2 No. WI - 1 WI - 2 WI - 3 WI - 4 WI - 5 WI - 6 WI - 7 WI - 8 WI - 9 WI - 10 Unit Price 5.62 8.53 0.36 8876.16 1.5 4.06 18.55 13.44 1271.81 12.12 22.57 25.48 37.85 54.31 74.85 132.48 2.02 0.95 135.13 2.88 7.46 788.26 1556.64 85.18 7.59 8.33 8.19 44.16 9.49 SUBTOTAL Unit Price Unit Price 28 15 7 67.5 30.03 45.05 17 12.5 18 5.5 7 1.85 1.69 1.25 0 15 35 29.5 38.5 37.5 85.28 5.82 2.38 0.25 SUBTOTAL Unit Price 3.6 11.25 15 21 19 23.3 21 27.6 25 33.1 30 20 15 8.5 27 25.5 8.6 SUBTOTAL Unit Price 21 240.74 452.34 1257.64 1433.59 2033.57 436.52 2192.54 486.53 2351.52 536.54 3212.64 692.21 366.09 130.55 174.9 224.19 8.64 12.6 13.33 21.77 17.25 26.45 32.73 37.74 53.33 71.45 112.11 140.83 235.45 302.58 SUBTOTAL Unit Price 21.02 30.05 37.34 44.51 61.07 104.18 137.63 158.42 175.94 10.7 16.1 20.7 23 27.6 36.8 48.3 55.2 8.08 25.99 22.6 2.4 74.75 1605.4 14.01 1045.19 1095.56 1146.16 39.08 1000.5 211.97 237.27 268.89 306.84 SUBTOTAL Unit Price 21 28 4.55 11.41 10000 3000 10000 20 SUBTOTAL Unit CY CY SY Acre CY CY LF LF Each LF CY CY CY SY SY SY SY SY Each Each SY Day Acre HR SY SY SY SF SF Unit Unit SY SY SY SY LF LF LF LF LF LF LF LF LF LF SY SY SY SY SY SY Each Each SF LF Unit SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY LF Unit SY Each Each Each Each Each FT Each FT Each FT Each FT Each Each Each Each LF LF LF LF LF LF LF LF LF LF LF LF LF LF Unit LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY LF LF SY HR Each SY Each Each Each CY Each Each Each Each Each Unit SY SY SY SY EACH Each Each LF LF SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Existing Right-of-Way Quant. 10 10 1 120 Quant. Existing Right-of-way Quant. 1000 1000 950 690 450 1685 375 240 Existing Right-of-way Quant. 2950 55 Existing Right-of-way Quant. 1 1.5 1 Existing Right-of-way Quant. 37 Existing Right-of-way Quant. Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement 4 3 Cost 0 85.3 0 0 0 40.6 0 0 0 0 0 0 0 0 0 0 0 0 135.13 0 0 0 0 10221.6 0 0 0 0 0 10482.63 Price Cost 28000 15000 6650 46575 0 0 0 5625 0 0 0 3117.25 0 468.75 0 0 8400 0 0 0 0 0 0 0 113836 Cost 0 0 44250 0 0 0 0 0 0 1820.5 0 0 0 0 0 0 0 46070.5 Cost For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe. 0 0 0 0 0 2033.57 654.78 0 0 2351.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5039.87 Cost 0 0 0 0 0 0 0 0 0 0 0 765.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 765.9 Price 0 0 0 0 12000 30000 0 0 0 0 0 0 0 0 0 42000 218194.9 65458.47 283653.37 B Future Public Right of Way & Drainage Facilities Quant. 7000 1850 2.5 7000 1850 550 1 12000 15 1368 Quant. Future Public Right of Way & Drainage Facilities Quant. 200 4500 1760 250 Future Public Right of Way & Drainage Facilities Quant. 2500 4330 Future Public Right of Way & Drainage Facilities Quant. 166 17 2 14 19.5 1 6 120 391 Future Public Right of Way & Drainage Facilities Quant. 1188 484 300 20 12 12 5 Future Public Right of Way & Drainage Facilities Quant. 36 130 Cost 39340 15780.5 0 22190.4 10500 7511 0 7392 1271.81 0 270840 0 0 0 0 0 0 0 2026.95 0 0 0 0 0 0 0 0 60410.88 0 437263.54 Price Cost 0 0 0 13500 0 0 0 56250 0 0 0 0 0 0 0 0 61600 0 9625 0 0 0 0 0 140975 Cost 0 0 0 0 0 58250 90930 0 0 0 0 0 0 0 0 0 0 149180 Cost 3486 0 0 21379.88 2867.18 28469.98 8512.14 0 0 2351.52 0 0 0 2196.54 0 0 0 0 0 0 0 0 3174 0 14756.34 0 0 0 0 0 0 87193.58 Cost 0 0 0 0 0 0 0 0 0 0 0 24591.6 0 13358.4 11040 0 0 0 1955.8 0 0 897 0 168.12 0 0 0 195.4 0 0 0 0 0 52206.32 Cost 0 0 0 0 108000 0 0 2600 0 0 0 0 0 0 0 110600 977418.44 293225.532 1270643.972 C Private Improvements Quant. 2698 6.3 2698 5494 5 6.3 150 Quant. Private Improvements Quant. 1100 Private Improvements Quant. Private Improvements Quant. 9 20 1530 Private Improvements Quant. Private Improvements Quant. Cost 15162.76 0 0 55919.808 4047 0 0 0 0 0 123999.58 0 0 0 0 0 0 0 0 0 0 3941.3 9806.832 0 0 0 0 0 1423.5 214300.78 Price Cost 0 0 0 74250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74250 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 11318.76 0 0 0 0 0 0 0 0 0 0 0 3498 0 0 19278 0 0 0 0 0 0 0 0 0 0 0 0 34094.76 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 322645.54 96793.662 419439.202 D Quantity Completed (Bond Reduction)* Quant. Complete Quant. Complete Bond Reduction* Quant. Complete Bond Reduction* Quant. Complete Bond Reduction* Quant. Complete Bond Reduction* Quant. Complete Bond Reduction* Quant. Complete Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Price Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E Original bond computations prepared by: Name: PE Registration Number: Firm Name: Address: 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*/** Performance Bond* Amount Reduced Performance Bond* Total *** Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: * NOTE: ** NOTE: *** NOTE: REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES Maher A. Joudi DR STRONG Consulting Engineers, Inc. 620 7th Avenue, Kirkland, WA 98033 The word "bond" as used in this document means a financial guarantee acceptable to King County. 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. 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. 45232 (A+B+C+D) (First $7,500 of bond* shall be cash.) = TOTAL ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS (A) (B) (C) (D) (A+B) (T) Yoshio Piediscalzi, E.I.T. PERFORMANCE BOND* AMOUNT 80797.457 283653.37 1270643.972 419439.202 364450.827 2054534.001 Minimum bond* amount is $2000. BOND* AMOUNT REQUIRED AT RECORDING OR TEMPORARY OCCUPANCY *** (E) T x 0.30 (T-E) Use larger of Tx30% or (T-E) 0 616360.2003 2054534.001 Date: Tel. #: Project No: OR Date: 3/8/2016 (425) 827-3063 14069 PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = 388574.3355 9/23/2015