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APPROVED ENG2021-0183+Ellis Station- Edmonds ROW Bond Quantity WorksheetSite 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. X yes no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 Ellis Station 23325 Edmonds Way For alternate formats, call 206-296-6600. Pending 8/5/2022 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 8/4/2022 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 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 Fence, silt ESC-6 SWDM 5.4.3.1 1.50$ LF Fence, Temporary (NGPE)ESC-7 1.50$ LF Hydroseeding ESC-8 SWDM 5.4.2.4 0.80$ SY 250 1 200 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 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 20 1 2200 Water truck, dust control ESC-26 SWDM 5.4.7 140.00$ HR WRITE-IN-ITEMS **** (see page 9) 100.00$ Each 5 1 500 ESC SUBTOTAL:2,900.00$ 30% CONTINGENCY & MOBILIZATION:870.00$ ESC TOTAL:3,770.00$ COLUMN:A Page 2 of 9 Catchbasin Protection 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 8/4/2022 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 Excavation - bulk GI - 5 2.00$ CY 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$ Day Surveying, lot location/lines GI - 23 1,800.00$ Acre Traffic control crew ( 2 flaggers ) 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 GI - 28 55.00$ SF Wall, rockery GI - 29 15.00$ SF Page 3 of 9 SUBTOTAL & Drainage Facilities *KCC 27A authorizes only one bond reduction. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 100 1,600.00 AC Grinding, 4' wide machine > 2000sy RI - 3 10.00$ SY AC Removal/Disposal RI - 4 35.00$ SY 250 8,750.00 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 110 1,375.00 Curb and Gutter, demolition and disposal RI - 9 18.00$ LF 110 1,980.00 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 250 462.50 Sawcut, concrete, per 1" depth RI - 13 3.00$ LF Sealant, asphalt RI - 14 2.00$ LF 250 500.00 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 250 10,250.00 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 120 60.00 Page 4 of 9 SUBTOTAL 24,977.50 & Drainage Facilities Private *KCC 27A authorizes only one bond reduction. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 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 35.00$ SY 50 1,750.00 HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SYRS - 7 42.00$ SY Not Used RS - 8 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 Page 5 of 9 SUBTOTAL 1,750.00 & Drainage Facilities *KCC 27A authorizes only one bond reduction. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 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 Cleanout, PVC, 6" D - 16 170.00$ Each Cleanout, PVC, 8" D - 17 200.00$ Each Culvert, PVC, 4" D - 18 10.00$ LF Culvert, PVC, 6" D - 19 13.00$ LF 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 & 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. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 Culvert, CPP, 8" D - 42 16.00$ LF Culvert, CPP, 12" D - 43 24.00$ LF 12 288 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 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 288 & Drainage Facilities *KCC 27A authorizes only one bond reduction. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 1 20000 Street Light Poles w/Luminaires UP-2 Each WRITE-IN-ITEMS (Such as detention/water quality vaults.)No. Frontage Trees WI - 1 300.00$ Each 5 1500 Demo/Dispose of Existing Rockery WI - 2 18,000.00$ Lump 1 18000 Traffic Control WI - 3 8,000.00$ Lump 1 8000 HMA 1/2" Overlay, 4" WI - 4 36.00$ SY 100 3600 SUBTOTAL 51,100.00 SUBTOTAL (SUM ALL PAGES):78,115.50 30% CONTINGENCY & MOBILIZATION:23,434.65 GRANDTOTAL: 101,550.15 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. 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022 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 $2000. NAME OF PERSON PREPARING BOND* REDUCTION: Date: * NOTE:The word "bond" as used in this document means a financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY 8/5/2022 25,387.5$ Rob Long, PE 3,770.0$ 101,550.2$ -$ 31,596.0$ (B+C) x 0.25 = 105,320.2$ -$ 105,320.2$ 8/5/2022 (425) 678-6960 FINANCIAL GUARANTEE REQUIREMENTS PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* Rob Long, PE RAM Engineering, Inc. 16531 13th Ave W, Suite A108 Lynnwood WA 98037 PERFORMANCE BOND* AMOUNT 36508 MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** Page 9 of 9 20-021 Ellis Station- Edmonds ROW Bond Quantity Worksheet.xlsx Check out the DDES Web site at www.kingcounty.gov/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 8/4/2022