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Approved Bond WorksheetSite Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 L14 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 M Relay 711 Project Name: 650 Bell St Edmonds Date: 4/18/2019 Location: 650 Bell St Edmonds Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Project No.: Activity No.: BLD20181634 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 IRS Means database. APPLICANT COPY RESUB JUN 17 2019 ,, t I6W-f"r�,ly► 50 �d =30Nb��i / # 1 v L, ()qU' Z.G a y 33. 33 En!e0 yr Page 1 of 9 ' 'V AS HOT it KC BQ Worksheet_Complete Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 Reference # Unit Price Unit Quanta # of 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 275 1 $ 412.50 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 50 1 $ 75,00 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY 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 $ - Pipin , 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 1 1 $ 1,800.00 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 Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY $ - 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 40 1 $ 4,400.00 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR $ - WRITE -IN -ITEMS **** see a e 9 Inlet Protection $ 74.00 Each 5 1 370 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 KC BQ Works heet_Complete $ 7,057.50 $ 2,117.25 $ 9,174.75 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private 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 20 180.00 392 3.528.00 Clear/Remove Brush, by hand GI-3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI-4 $ 10,000.00 Acre 0.2 2.000.00 Excavation - bulk GI - 5 $ 2.00 CY 150 300.00 Excavation - Trench GI - 6 $ 5.00 CY 201 100.00 200 1.000.00 Fencing, cedar, 6' hi h 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, s lit rail, 3' hi h 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 Gradin , fine, with grader GI - 18 $ 2.00 SY 500 1.000.00 Monuments, T Ion GI -19 $ 250.00 Each Sensitive Areas Sin GI - 20 $ 7.00 Each Sodding. 1" deep. sloped ground GI - 21 $ 8.00 SY Surve in , line & grade GI - 22 $ 850.00 Da ;Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew 2 flaggers) GI - 24 $ 120.00 HR 40 4,800.00 '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 'Nall, retaining, concrete GI - 28 $ 55.00 SF i 291 1,595.00 Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 5,080.00 9,423.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROADIMPROVEMENT No. AC Grinding. 4' wide machine < 1000s RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000 RI-2 $ 16.00 SY AC Grinding, 4' wide machine > 2000s RI-3 $ 10.00 SY AC Removal/Disposal RI-4 $ 35.00 SY 45 1,575.00 Barricade, type III Permanent 1 RI - 6 1 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 60 750.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 60 1,080.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" de th RI - 12 $ 1.85 LF 1971 364.45 Sawcut, concrete, per V depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 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 28 1.064.00 Sidewalk, 4" thick, demolition and dis osa RI - 18 $ 32.00 SY 67 2.144.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk. 5" thick. demolition and dis osa RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 85.00 Each Striping, er stall RI - 22 $ 7.00 Each Striping, thermoplastic, for crosswalk RI - 23 $ 3.00 SF Striping, 4" reflectorized line I RI - 24 $ 0.50 LF j 4491 224.50 Page 4 of 9 SUBTOTAL 6,977.45 224.50 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Right-of-way Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. I 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 Surfacin RS - 1 $ 3.60 SY IHMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY IHMA 1/2" Overlay 2" RS - 3 $ 18.00 SY IHMA Road, 2", 4" rock. First 2500 SY RS-4 $ 28.00 SY IHMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY IHMA Road, 3", 9 1/2" Rock, First 2500 SN RS - 6 $ 42.00 SY HMA Road, 3". 9 1/2" Rock, Qty Over 250 RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY IRS - 10 $ 33.10 SY 55 1.820.50 HMA Road. 6" De th, Qty. Over 2500 SY IRS -11 $ 30.00 SY HMA 3/4" or 1", 4" Depth IRS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY IRS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 ST IRS - 14 $ 10.00 SY PCC Road Add Under Write -Ins w/Desi IRS - 15 Thickened Edge IRS - 17 $ 8.60 LF Page 5 of 9 SUBTOTAL 1,820.50 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way 8 Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. I Cost Quant. 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 $ 21.00 SY Bollards - fixed D - 2 $ 240.74 Each Bollards - removable D - 3 $ 452.34 Each (CBs include frame and lid) CB Tvoe l D- 4 $ 1.500.00 Each 1 1,500.00 3 4,500.00 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 It. 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 10 1,700.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC. 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF 41 533.00 331 4,303.00 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 2.033.00 10,503.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way 8, Drainage Facilities Private Improvements 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 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 1 $ 26.00 LF 48 1248 Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY 38 114 Mid -tank Access Riser. 48" dia. 6' dee D - 54 1 $ 2.000.00 Each Pond Overflow S illwa D - 55 1 $ 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 1362 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Price Quant. Cost Quant. Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders 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 cours PL - 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 Utilit Poles Relocation UP-1 Lump Sum ,Street Light Poles w/Luminaires UP-2 $ 7.500.00 Each 'WRITE -IN -ITEMS Such as detention/water quality vaults.) No. 'Washed Rock, 1.5-1.75" WI - 1 $ 5.00 CY 368 1.840.00 (Pervious Pavers WI-2 $ 120.00 SY 56 6,720.00 (Remove OHP, Install UGP WI - 3 $ 5,000.00 LS [j4 5000 1 5,000.00 INew 1" Water Service/Meter/Connection WI - 4 $ 1.500.00 LS 6000 INew Gas Services/Connection WI-51 $ 3,000.00 LS 1 3000 6" Concrete Driveway WI-6 $ 65.00 SY 27 1755 79 5.135.00 Concrete Stairs WI-7 $ 50.00 SY 22 1.100.00 WI-8 WI-9 WI-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30%CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 B 15,755.00 31,665.95 9,499.79 41,165.74 -- Icljla5 41,307.50 12,392.25 53,699.75 D Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: Ben Iddins, PE Date: 4/18/2019 PE Registration Number: 54904 Tel. #: 206-523-0024 Firm Name: Davido Consulting Group, Inc. Address: 9706 4th Ave NE Suite 300, Seattle, WA 98115 Project No: BLD20181634 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*/** (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT (A) $ 9,174.8 SUBSTANTIAL COMPLETION *** (B) $ 41,165.7 J (C) $ - (D) $ 53,699.8 (A+B) $ 50,340.5 (T) $ 104,040.2 Minimum is $2000. Tx0.30 $ 31,2 .1 Minimum is $2000. Date: (B+C) x 0.25 = $ 10,*4 Minimum is $2000. * 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 Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kin count . ov1 ermits Version: 03/02/2015 KC BQ Worksheet_Complete Report Date: 4/18/2019