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APPROVED ENG COST ESTIMATE PLN2019-0041 MURESAN SPSite Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 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 Muresan Short Plat 15809 70th Avenue W, Edmonds, WA 98026 For alternate formats, call 206-296-6600. __________________ 9/28/2021 PNL20190041 KC Bond Quantity WS.xlsx Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 Unit # of Reference #Price Unit Quantity Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction-embankment ESC-1 6.00$ CY 750 1 4500 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 750 1 1500 Fence, silt ESC-6 SWDM 5.4.3.1 1.50$ LF 200 1 300 Fence, Temporary (NGPE)ESC-7 1.50$ LF 200 1 300 Hydroseeding ESC-8 SWDM 5.4.2.4 0.80$ SY 1200 1 960 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 1200 1 2400 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 40 1 160 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 ESC-22 SWDM 5.4.2.4 1.00$ SY Sodding, 1" deep, level ground 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 Water truck, dust control ESC-26 SWDM 5.4.7 140.00$ HR WRITE-IN-ITEMS **** (see page 9) 75.00$ Each 5 1 375 ESC SUBTOTAL:13,695.00$ 30% CONTINGENCY & MOBILIZATION:4,108.50$ ESC TOTAL:17,803.50$ COLUMN:A Page 2 of 9 CB Sediment Trap KC Bond Quantity WS.xlsx Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-Way Right of Way 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/Grubbing/Tree Removal GI - 4 10,000.00$ Acre 0.07 700.00 0.3 3,000.00 Excavation - bulk GI - 5 2.00$ CY Excavation - Trench GI - 6 5.00$ CY 50 250.00 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 360 720.00 1450 2,900.00 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$ Day Surveying, lot location/lines GI - 23 1,800.00$ Acre Traffic control crew ( 2 flaggers )GI - 24 120.00$ HR 136 16,320.00 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 3 of 9 SUBTOTAL 17,990.00 5,900.00 & Drainage Facilities *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Right-of-way Right of Way Improvements Unit Price Unit Quant.Cost Quant.Cost Quant.Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 30.00$ SY AC Grinding, 4' wide machine 1000-2000syRI - 2 16.00$ SY AC Grinding, 4' wide machine > 2000sy RI - 3 10.00$ SY AC Removal/Disposal RI - 4 35.00$ SY 110 3,850.00 333 11,655.00 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 320 2,240.00 Sawcut, asphalt, 3" depth RI - 12 1.85$ LF 560 1,036.00 Sawcut, concrete, per 1" depth RI - 13 3.00$ LF Sealant, asphalt RI - 14 2.00$ LF 560 1,120.00 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 disposalRI - 18 32.00$ SY Sidewalk, 5" thick RI - 19 41.00$ SY Sidewalk, 5" thick, demolition and disposalRI - 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 SUBTOTAL 6,006.00 13,895.00 & Drainage Facilities Private *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements Unit Price Unit Quant.Cost Quant.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 244 6,832.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 21.00$ SY HMA Road, 3", 9 1/2" Rock, First 2500 SY RS - 6 42.00$ SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SYRS - 7 35.00$ SY HMA Road, 4", 6" Rock, First 2500 SY RS - 8 40.00$ SY 156 6,240.00 171 6,840.00 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 33.10$ SY HMA Road, 6" Depth, Qty. Over 2500 SY 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 - 13 15.00$ SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 10.00$ SY PCC Road (Add Under Write-Ins w/Design) RS - 15 Thickened Edge RS - 17 8.60$ LF 190 1,634.00 Page 5 of 9 SUBTOTAL 7,874.00 13,672.00 & Drainage Facilities *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements Unit Price Unit Quant.Cost Quant.Cost Quant.Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) 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 1,500.00$ Each 1 1,500.00 5 7,500.00 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 - 7 480.00$ 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 - 10 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 5 750.00 Cleanout, PVC, 6"D - 16 170.00$ Each 1 170.00 1 170.00 Cleanout, PVC, 8"D - 17 200.00$ Each Culvert, PVC, 4"D - 18 10.00$ LF 131 1,310.00 Culvert, PVC, 6"D - 19 13.00$ LF 38 494.00 80 1,040.00 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 - 31 350.00$ LF Page 6 of 9 SUBTOTAL 2,164.00 10,770.00 & Drainage Facilities For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe. *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements DRAINAGE CONTINUED 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 14.00$ LF 180 2520 Culvert, CPP, 8"D - 42 16.00$ LF 248 3968 Culvert, CPP, 12"D - 43 24.00$ LF 9 216 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 7 294 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 510 6488 & Drainage Facilities *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements Unit Price Unit Quant.Price Quant.Cost Quant.Cost PARKING LOT SURFACING 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 coursePL - 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 by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Street Light Poles w/Luminaires UP-2 7,500.00$ Each 1 7,500.00$ WRITE-IN-ITEMS (Such as detention/water quality vaults.)No. Stormwater Vault WI - 1 #########Each Block Wall WI - 2 16.00$ SY Yard Drain WI - 3 225.00$ CY 4 900.00 Dry Well WI - 4 55.00$ CY 10 550.00 Bioretention Cell WI - 5 1,250.00$ each 2 2,500.00 Common Bioretention Cell WI - 6 4,000.00$ each 1 4,000.00 Floatable Separator Assembly WI - 7 220.00$ each 1 220.00 12" Beehive Dome Grate WI - 8 60.00$ each 4 240.00 1" K Copper Service Line WI - 9 7.00$ lf 60 420 3/4" Water Service Line WI - 10 6.00$ lf 180 1,080.00 SUBTOTAL 7,920.00 9,490.00 SUBTOTAL (SUM ALL PAGES):42,464.00 60,215.00 30% CONTINGENCY & MOBILIZATION:12,739.20 18,064.50 GRANDTOTAL: 55,203.20 78,279.50 COLUMN:B C D Page 8 of 9 & Drainage Facilities Not To Be Used For Roads Or Shoulders Lump Sum *KCC 27A authorizes only one bond reduction. KC Bond Quantity WS.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 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 Right of Way & Drainage Facilities (C) Private Improvements (D) Calculated Quantity Completed 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 Minimum is $2000.Minimum is $2000. Maintenance/Defect Bond* Total Minimum is $2000. NAME OF PERSON PREPARING BOND* REDUCTION:Date: * NOTE:The word "bond" as used in this document means a financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY 13,800.8$ 17,803.5$ 55,203.2$ -$ 45,385.9$ (B+C) x 0.25 = 73,006.7$ 78,279.5$ 151,286.2$ 9/28/2021 425-356-2700 FINANCIAL GUARANTEE REQUIREMENTS PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* Timothy Sarkela Western Engineers & Surveyors, Inc. 9740 Evergreen Way, Everett, WA 98204 PERFORMANCE BOND* AMOUNT 57009 MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** Page 9 of 9 KC Bond Quantity WS.xlsx Check out the DDES Web site at www.kingcounty.gov/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/28/2021