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APPROVED BOND QUANTITY WORKSHEET-PLN2019-0017Site Improvement Bond Quantity Worksheet LIM King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 Project Name: NAJIB-SP S15 Web date: 04/03/2015 For alternate formats, call 206-296-6600. Date: 3/4/2020 Location: 7901 240th St SW Edmonds, WA 98026 Project No.: Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 Bond Quantity 03-04-2020 * no 18-0945 Note: All prices include labor, equipment, materials, overhead and profit. Prices are from IRS Means data adjusted for the Seattle area or from local sources if not included in the IRS Means database. TESC + ROW 32,648.85 + 49,640.50 = $82,289.35 ALL IMPROVEMENTS 82,289.35 + 256,694.75 = $338,984.10 BOND TO CONSTRUCT: $82,289.35 x 1.2 = $98,747.22 BOND TO RECORD: $338,984.10 x 1.2 = $406,780.92 INSPECTION 3.3%= $11,186.48 ENGINEERING DIVISION APPROVED AS NOTED lx�-Icllt - -- --- 4/3/2020 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 4/3/2020 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/2015 Reference # Unit Price Unit Quantity # 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 5 1 400 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-4 $ 9.00 CY 37 1 333 Excavation -bulk ESC-5 $ 2.00 CY 90 1 180 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 529 1 794 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 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 2420 1 4840 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 155 1 2790 Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY 45 1 180 Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 45.00 CY 1 1 45 Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each 1 1 1800 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 1 1 2200 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF 107 1 2033 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 810 1 6480 TESC Supervisor ESC-25 $ 110.00 HR 80 1 800 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR 16 1 2240 WRITE -IN -ITEMS **** (see page 91 Each ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Bond Quantity 03-04-2020 $ 25,114.50 $ 7,534.35 $ 32,648.85 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 4/3/2020 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 Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.02 200.00 0.05 500.00 0.88 8,800.00 Excavation - bulk GI - 5 $ 2.00 CY 1110 2,220.00 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, Thigh GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY 2700 67,500.00 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 97 194.00 145 290.00 4260 8,520.00 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 810 6,480.00 Surveying, line & grade GI - 22 $ 850.00 Day 3 2,550.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre 0.93 1,674.00 Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR 48 5,760.00 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 *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 6,154.00 790.00 97,744.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 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 < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000s RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 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 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 130 130 240.50 270 499.50 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 260.00 130 260.00 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 disposal RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY 65 2,665.00 Sidewalk, 5" thick, demolition and disposal RI - 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 140 70.00 283 141.50 Page 4 of 9 SUBTOTAL *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 500.50 2,806.50 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 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 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 112" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 745 20,860.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY HMA Road, 3", 9 112" Rock, First 2500 SY RS - 6 $ 42.00 SY HMA Road, 3", 9 112" Rock, Qty Over 250 RS - 7 $ 35.00 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 42 840.00 22 440.00 Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY 42 630.00 22 330.00 Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Desigi RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 6YO ]I[.lr9I *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 1,470.00 770.00 20,860.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 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 uant. Cost uant. Cost uant. 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 Type I D - 4 $ 1,500.00 Each 1 1,500.00 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 ll, 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 10 1,500.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 48 480.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 40 520.00 365 4,745.00 Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF 62 1,426.00 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 [2111111Je11[0>t�1I *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 520.00 9,651.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & 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 $ 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 1 42 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" 1 D - 64 $ 550.00 Each Page 7 of 9 6191:1to] r1I *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 42 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 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 uant. Price uant. Cost uant. 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 Utility Pole(s) 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. Stormwater Vault WI - 1 $ 380,000.00 Each Perk Filter CB WI - 2 $ 7,500.00 Each 1 7,500.00 Block Wall WI - 3 $ 16.00 SY 255 4,080.00 Yard Drain WI - 4 $ 225.00 Each 10 2,250.00 Infiltration Trench W I - 5 $ 30,000.00 Each 1 30,000.00 Connection to Existing Water Main WI - 6 $ 2,000.00 Each 4 8000 Ductile Iron Watermain, 8 Inch Dia WI - 7 $ 85.00 LF 125 10625 Gate Valve, 8 Inch Diameter W I - 8 $ 380.00 Each 3 1140 Sewer Pipe, PVC, 8 inch Diameter W I - 9 $ 33.00 LF $ 42.00 1386 228 7,524.00 Manhole, 48 Inch Diameter WI - 10 $ 6,000.00 Each $ 1.00 6000 2 12,000.00 Sewer Clean Outs W I - 11 $ 500.00 Each 6 3,000.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 27,151.00 35,795.50 2,389.50 30%CONTINGENCY & MOBILIZATION: 10,738.65 716.85 GRANDTOTAL: 46,534.15 3,106.35 COLUMN: B C Page 8 of 9 *KCC 27A authorizes only one bond reduction. Bond Quantity 03-04-2020 197,457.50 59,237.25 256,694.75 D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/3/2020 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: PE Registration Number: Firm Name: Address: Brian R. Kalab 36499 Insight Engineering Co. P.O. Box 1478 Everett, WA 98206 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 1►/1►�4�i]y»:�Y�7►��:»�1:�I►[H Zi7►1�3i:»�l�l�l1[U►p (A) (B) (C) (D) Date: Tel. #: Project No: Web date: 04/03/2015 1 /7/2020 425.303.9363 18-0945 FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND" MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND" TEMPORARY OCCUPANCY AT $ 32,648.9 SUBSTANTIAL COMPLETION """ $ 46,534.2 $ 3,106.4 $ 256,694.8 (A+B) $ 79,183.0 (T) $ 338,984.1 Minimum is $2000. T x 0.30 $ 101,695.2 Minimum is $2000. (B+C) x 0.25 = $ 12,410.1 Minimum is $2000. 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 Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.goy/permits Version: 03/02/2015 Bond Quantity 03-04-2020 Report Date: 4/3/2020