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Bond Worksheet-Approved (2)Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201E LV 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 TTY Relay 711 Project Name: GRE Edmonds, LLC Date: 11/7/2019 Location: 23400 Highway 99, Edmonds, WA 98026 Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) �Dw •i'G.. 6 ►, q 57J 36q x 120 70 kLL : 6 A, I (_*q , 91q Page 1 of 9 234_King County BQW Spreadsheet-1 91025 Project No.: Activity No.: App #bId20181622 Building Permit 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 RS Means database. I,-lg8,'7A-SO 6oN[� l ----___ F� I � �09 • �D In�sP Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 11 /12/2019 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2011 Unit # of Reference # Price Unit Quantity Applications Cost EROSInNISEDIMENT CONTROL Number Sack#ill & 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 Excavation -bulk ESC-5 $ 2.00 CY Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 657 1 986 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 600 1 900 Hydroseading 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 Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF 70 1 980 Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY 0 0 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 2 1 6400 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 Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 4 3 840 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 Each 1 1 18000 Water truck, dust control E•SC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS ****.(see a e 9 Temporary Settling Tank Each 1 1 20000 Temporary Interceptor Swale $ 15.00 LF 535 1 8025 Temporary Stabilized Construction Road $ 15.00 SY 170 1 2550 Wheel Wash $ 2,500.00 Each 1 1 2500 Inlet Protection $ 250.00 Each 3 1 750 Temporary Shoring $ 833,600.00 Each 1 1 833600 ESC SUBTOTAL: $ 898,130.50 30% CONTINGENCY & MOBILIZATION: $ 269,439.15 ESC TOTAL: $ 1,167,569.66 Page 2 of 9 COLUMN: A Unit prices updated: 3/2/2015 Version: 3/2/2015 234_King County BQW Spreadsheet 191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date; 04/03/2015 Existing Future Public Private Right -of -Way Right of Way Improvements & Drainage Facilities Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compacdon- 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 1.27 Excavation - bulk GI - 5 $ 2.00 CY 22850 12,700.00 Excavation -Trench GI - 6 $ 5.00 CY 45,700.00 Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF 1100 Fencing, chain link, gate, vinyl coated, 20' GI-9 $ 1,400.00 Each 22,000.00 Fencing, split rail, Thigh GI - 10 $ 15.00 LF 2 2,800.00 Fill & compact - common barrow GI - 11 $ 25.00 CY 50 Fill & compact - gravel base GI - 12 $ 27.00 CY 11260,00 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 SurvemAn , line & grade GI - 22 $ 850.00 Day Surve ing, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew { 2 flaggers ] GI - 24 $ 120.00 HR 1080 129,600.00 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 Wail, retaining, concrete GI - 28 $ 55.00 SF 100 Wall, rockery GI - 29 $ 15.00 1 SF 5,500.00 Page 3 of 9 SUBTOTAL 129.600.00 89.950.00 *KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 ROAD IMPROVEMENT No. Unit Price Unit Existing Right-of-way Quant. Cost Future Public Right of Way & Drainage Facilities Quant. Cost Private Improvements Quant. Cost AC Grinding, 4' wide machine < 1000sy RI-1 $ 30.00 SY 35 1,050.00 AC Grinding, 4' wide machine 1000-2000sy RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 65 2,275.00 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 180 2,250.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 180 3,240.00 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 300 555.00 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 210 Shoulder. AC, ( see AC road unit price j RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 140 5,320.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 98 3,136.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY 540 22,140.00 Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY 217 8,680.00 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 65 32.50 Page 4 of 9 SUBTOTAL 48,678.50 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements & Drainage Facilities Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROAD SURFACING No, K' 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 40 720.00 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 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SY 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 70 1,400.00 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 2,120.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements & Drainage Facilities Unit Price Unit Quant. Cost QuanLi 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 $S 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 51 7,500.00 CB Type IL D - 5 $ 1,750.00 Each CB Type II, 48" diameter D - 6 $ 2,300.00 Each 1 00 4 2 4,600.00 for additional depth over 4' D - 7 $ 480.00 FT 10 4,800.00 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 12 1,800.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each 1 170.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 1745 17,450.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 20 260.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 29 435.00 Culvert, PVC, 12" D - 21 $ 23.00 LF 6 138.00 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 SUBTOTAL 1(Pna 6 37,153.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED No. Unit Price Unit Existing Right-of-way Quant. Cost Future Public Right of Way & Drainage Facilities Quant. Cost Private Improvements 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 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 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: Joe Taflin Date: 11/7/2019 PE Registration Number: 41871 Tel. #: 425.458.7900 Firm Name: Navix Engineering Address: 11235 SE 8th Street, Suite 150; Bellevue, WA 98004 Project No: App #bId20181622 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: (A) (B) (C) FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT $ 1,167,569.7 SUBSTANTIAL COMPLETION*** $ .2601 IT6S .?.W34B f (D) $ 1 Z27_.2 ..2r (A+B) $ 1g5J 1�, 17 (T) $1� 9g z.rs7"I Minimum Is $2000. T x 0.30 $ 6461256.1 Minimum is $2000. (B+C) x 0.25 = $ 64,837. U. 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.kin count . o"! ermits Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 SUBTOTAL aLAJ% 15 32}pgg Al-XII I2.0 SUBTOTAL (SUM ALL PAGES): o�o�ai ,�3Q18gAed.-w 7 - 30% CONTINGENCY & MOBILIZATION: lo(I, 8toz 5gr84T55 GRAND TOTAL: p�i7 �7 5 251),-948:75, COLUMN: B Page 8 of 9 C 54 $ a a 3 5r 1 U.,&3'1'm 1 �Ig 7 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_191025 Report Date: 11/12/2019