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Home My WebLink AboutLimelite - TIR - Bond Worksheet Review Comments - 2016-08-04Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Project Name: Date: Location: Project No.: Activity No.: Note: All prices include labor, equipment, materials, overhead and Clearing greater than or equal to 5,000 board feet of timber? profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. _____________yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 Limelite Short Plat 16204 114th AVE SE, RENTON, WA 98055 For alternate formats, call 206-296-6600. __________________ 8/1/2016 BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 04/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Unit # of Reference #Price Unit Quantity Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction-embankment ESC-1 5.62$ CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 67.51$ Each Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) 85.45$ CY Ditching ESC-4 8.08$ CY Excavation-bulk ESC-5 1.50$ CY Fence, silt ESC-6 SWDM 5.4.3.1 1.38$ LF 499 1 689 Fence, Temporary (NGPE)ESC-7 1.38$ LF Hydroseeding ESC-8 SWDM 5.4.2.4 0.59$ SY 3323 1 1961 Jute Mesh ESC-9 SWDM 5.4.2.2 1.45$ SY Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 2.01$ SY 3323 1 6679 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 5000 1 11500 Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) 39.08$ CY 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 ESC-22 SWDM 5.4.2.4 0.51$ SY Sodding, 1" deep, level ground 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 Water truck, dust control ESC-26 SWDM 5.4.7 97.75$ HR 10 1 978 WRITE-IN-ITEMS **** (see page 9) 50.00$ Each 10 ESC SUBTOTAL:23,270.26$ 30% CONTINGENCY & MOBILIZATION:6,981.08$ ESC TOTAL:30,251.34$ COLUMN:A Page 2 of 9 Catch Basin Protection BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 04/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Right-of-Way Road Improvements Improvements & Drainage Facilities Quant. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete 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 0.687 6,097.92 Excavation - bulk GI - 5 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, 20' 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 554 12,503.78 Fill & compact - gravel base GI - 12 25.48$ CY Fill & compact - screened topsoil GI - 13 37.85$ CY Gabion, 12" deep, stone filled mesh GI - 14 54.31$ SY Gabion, 18" deep, stone filled mesh GI - 15 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, 3' 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 Surveying, lot location/lines GI - 23 1,556.64$ Acre 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 GI - 29 9.49$ SF Page 3 of 9 SUBTOTAL 18,601.70 Quantity Completed (Bond Reduction)* *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Bond Reduction* Right-of-way Road Improvements Improvements & Drainage Facilities Quant. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 23.00$ SY AC Grinding, 4' wide machine 1000-2000sy RI - 2 5.75$ SY AC Grinding, 4' wide machine > 2000sy RI - 3 1.38$ SY AC Removal/Disposal/Repair RI - 4 41.14$ SY Barricade, type I RI - 5 30.03$ LF Barricade, type III ( Permanent ) RI - 6 45.05$ LF Curb & Gutter, rolled RI - 7 13.27$ LF Curb & Gutter, vertical RI - 8 9.69$ LF 372 3,604.68 Curb and Gutter, demolition and disposal RI - 9 13.58$ LF Curb, extruded asphalt RI - 10 2.44$ LF Curb, extruded concrete RI - 11 2.56$ LF Sawcut, asphalt, 3" depth RI - 12 1.85$ LF 770 1,424.50 Sawcut, concrete, per 1" depth RI - 13 1.69$ LF Sealant, asphalt RI - 14 0.99$ LF Shoulder, AC, ( see AC road unit price ) RI - 15 -$ SY Shoulder, gravel, 4" thick RI - 16 7.53$ SY Sidewalk, 4" thick RI - 17 30.52$ SY Sidewalk, 4" thick, demolition and disposal RI - 18 27.73$ SY Sidewalk, 5" thick RI - 19 34.94$ SY Sidewalk, 5" thick, demolition and disposal RI - 20 34.65$ 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 RI - 24 0.25$ LF Page 4 of 9 SUBTOTAL 5,029.18 *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Bond Reduction* Right-of-way Road Improvements Improvements & Drainage Facilities 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 7.39$ SY AC Overlay, 2" AC RS - 3 8.75$ SY AC Road, 2", 4" rock, First 2500 SY RS - 4 17.24$ SY AC Road, 2", 4" rock, Qty. over 2500SY RS - 5 13.36$ SY AC Road, 3", 4" rock, First 2500 SY RS - 6 19.69$ SY 520 10,238.80 390 7,679.10 AC Road, 3", 4" rock, Qty. over 2500 SY RS - 7 15.81$ SY AC Road, 5", First 2500 SY RS - 8 14.57$ SY AC Road, 5", Qty. Over 2500 SY RS - 9 13.94$ SY AC Road, 6", First 2500 SY RS - 10 16.76$ SY AC Road, 6", Qty. Over 2500 SY RS - 11 16.12$ SY Asphalt Treated Base, 4" thick RS - 12 9.21$ SY Gravel Road, 4" rock, First 2500 SY RS - 13 11.41$ SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 7.53$ SY PCC Road, 5", no base, over 2500 SY RS - 15 21.51$ SY PCC Road, 6", no base, over 2500 SY RS - 16 21.87$ SY Thickened Edge RS - 17 6.89$ LF Page 5 of 9 SUBTOTAL 10,238.80 7,679.10 *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Bond Reduction* Right-of-way Road Improvements Improvements & Drainage Facilities Quant. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete 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 16.74$ 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 7 8,803.48 7 8,803.48 CB Type IL D - 5 1,433.59$ Each CB Type II, 48" diameter D - 6 2,033.57$ Each 3 6,100.71 for additional depth over 4' D - 7 436.52$ FT 3 1,309.56 CB Type II, 54" diameter D - 8 2,192.54$ Each 1 2,192.54 for additional depth over 4' D - 9 486.53$ FT 1 486.53 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 40 504.00 Culvert, PVC, 8" D - 20 13.33$ LF 240 3,199.20 Culvert, PVC, 12" D - 21 21.77$ LF 895 19,484.15 34 740.18 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 35,697.90 15,925.93 *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Bond Reduction* Right-of-way Road Improvements Improvements DRAINAGE CONTINUED & Drainage Facilities Quant. No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete 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 - 43 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 Geotextile, laid in trench, polypropylene D - 52 2.40$ SY Infiltration pond testing D - 53 74.75$ HR Mid-tank Access Riser, 48" dia, 6' deep D - 54 1,605.40$ Each 5 8027 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 1 1000.5 Trash Rack, 12" D - 61 211.97$ Each Trash Rack, 15" D - 62 237.27$ Each Trash Rack, 18" D - 63 268.89$ Each Trash Rack, 21" D - 64 306.84$ Each Page 7 of 9 SUBTOTAL 9027.5 *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Existing Future Public Private Bond Reduction* Right-of-way Road Improvements Improvements & Drainage Facilities Quant. Unit Price Unit Quant. Price Quant. Cost Quant. Cost Complete Cost PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL - 1 15.84$ SY 2" AC, 1.5" top course & 2.5" base course PL - 2 17.24$ SY 4" select borrow PL - 3 4.55$ SY 1.5" top course rock & 2.5" base course PL - 4 11.41$ SY WRITE-IN-ITEMS (Such as detention/water quality vaults.)No. Stormdrain HDPE - 8 inch WI - 1 40.00$ LF 280 11,200.00 Stormdrain HDPE - 12 inch WI - 3 50.00$ LF 895 44,750.00 35 1,750.00 Stormdrain HDPE - 78 inch detention pipe WI - 4 200.00$ LF 236 47,200.00 Sanitary Sewer pipe - 6 inch WI - 5 40.00$ LF 155 6,200.00 Water Pipe 1" including exc and backfill WI - 6 40.00$ LF 240 9,600.00 Water Meter WI - 7 2,000.00$ Each 5 10,000.00 Pervious Concrete Sidewalk WI - 8 50.00$ SY 230 11,500.00 ADA Curb Ramp WI - 9 800.00$ Each 1 800.00 Concrete Driveway WI - 10 35.00$ SY 165 5,775.00 WI - 11 WI - 12 SUBTOTAL 62,825.00 85,950.00 SUBTOTAL (SUM ALL PAGES):113,790.88 137,184.23 30% CONTINGENCY & MOBILIZATION:34,137.26 41,155.27 GRANDTOTAL:147,928.14 178,339.50 COLUMN: B C D E Page 8 of 9 *KCC 27A authorizes only one bond reduction. BONDQUANTITY_Permit_Final.xlsx Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016 Site Improvement Bond Quantity Worksheet Web date: 11/21/2005 Original bond computations prepared by: Name: Date: PE Registration Number: Tel. #: Firm Name: Address: Project No: Stabilization/Erosion Sediment Control (ESC) (A) Existing Right-of-Way Improvements (B) Future Public Road Improvements & Drainage Facilities (C) Private Improvements (D) Calculated Quantity Completed (E) Total Right-of Way and/or Site Restoration Bond*/** (A+B) (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAL (T) T x 0.30 OR Minimum bond* amount is $1000. Reduced Performance Bond* Total *** Use larger of Tx30% or (T-E) Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: Date: * NOTE:The word "bond" as used in this document means any financial guarantee acceptable to King County. ** NOTE:KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE:Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional performance bond shall be (C+D)-E REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES -$ 8/1/2016 206-596-7115 ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* Peter Apostol Coterra Engineering 321 3rd Avenue South, Suite 406, Seattle, WA 98104 PERFORMANCE BOND* AMOUNT 35163 BOND* AMOUNT REQUIRED AT RECORDING OR TEMPORARY OCCUPANCY *** 326,267.6$ 36,982.0$ 356,519.0$ 30,251.3$ (T-E) -$ 147,928.1$ 106,955.7$ (B+C) x 0.25 = 30,251.3$ 178,339.5$ 356,519.0$ Page 9 of 9 BONDQUANTITY_Permit_Final.xlsx Check out the DDES Web site at www.metrokc.gov/ddes Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 8/1/2016