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APPROVED ENG RESUB1 BLD2022-1323+Bond_Quantity_Worksheet+1.26.2023_12.27.00_AM+3334569Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E RESUB LQ King County 1 /26/2023 Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 CITY OFEDM Snoqualmie, Washington 98065-9266 For alternate formats, Call 206-296-6600. DEVELOPMENT NDS SERVICES 206-296-6600 TTY Relay 711 Project Name: Housing Hope ELC Field Apartments Location: 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) Page 1 of 9 Date: 9/28/2022 Project No.: Activity No.: BLD2022-1323 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. PERFORMANCE BOND = TESC & ROW IMPROVEMENTS ONLY = $109,047.51 x 120% = $130,857.01 INSPECTION FEES = ALL IMPROVEMENTS = $667,084.21 x 3.3%= $22,013.78 FUTURE MAINTENACNE BOND = 15% OF THE PEFORMANCE BOND. THE BOND SHALL BE IN PLACE PRIOR TO THE RELEASE OF THE PERFORMANCE BOND ONCE ALL IMPROVEMENTS HAVE BEEN INSTALLED. ENGINEERING DIVISION APPROVED AS NOTED 05/10/2023 King County Bond Quantity worksheet $130,857.01 x 15% = $19,628.55 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 11 /30/2022 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E EROSION/SEDIMENT CONTROL Number Reference # Unit Price Unit Quantity # of Applications Cost Backfill & compaction -embankment ESCA $ 6.00 CY 0 $ - Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 12 $ 960.00 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY 30 $ 2,850.00 Ditching ESC-4 $ 9.00 CY 100 $ 900.00 Excavation -bulk ESC-5 $ 2.00 CY 0 $ - Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 1000 $ 1,500.00 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 200 $ 300.00 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY 2400 $ 1,920.00 Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY 0 $ - Mulch, by hand, straw, 3" deep ESCA0 SWDM 5.4.2.1 $ 2.50 SY 100 $ 250.00 Mulch, by machine, straw, 2" deep ESCA1 SWDM 5.4.2.1 $ 2.00 SY 0 $ - Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF 200 $ 2,400.00 Piping, temporary, CPP, 8" ESCA3 $ 14.00 LF 0 $ - Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF 0 $ - Plastic covering, 6mm thick, sandbagged ESCA5 SWDM 5.4.2.3 $ 4.00 SY 300 $ 1,200.00 Rip Rap, machine placed; slopes ESCA6 WSDOT 9-13.1(2) $ 45.00 CY 130 $ 5,850.00 Rock Construction Entrance, 50'x15'x1' ESCA7 SWDM 5.4.4.1 $ 1,800.00 Each 1 $ 1,800.00 Rock Construction Entrance, 100'x15'x1' ESCA8 SWDM 5.4.4.1 $ 3,200.00 Each 0 $ - Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each 1 $ 2,200.00 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF 0 $ - Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 0 $ - Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY 100 $ 100.00 ESC-23 SWDM 5.4.2.5 $ 8.00 SY 0 $ - Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY 0 $ - TESC Supervisor ESC-25 $ 110.00 HR 192 $ 21,120.00 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR 80 $ 11,200.00 WRITE -IN -ITEMS **** (see page 9) ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 King County Bond Quantity worksheet $ 54,550.00 $ 16,365.00 $ 70,915.00 A ESUB 109Z:filk0*c1 TY OF EDMONDS DEVELOPMENT SERVICES Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 I Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. SERVICES Backfill & Compaction- embankment GI - 1 $ 6.00 CY Ar 2,000.00 $12 000.00 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 0.25 $2,500.00 ,$l 1.00 $10,000.00 Excavation - bulk GI - 5 $ 2.00 CY 100 $200.00 ,$f 5,200.00 $10,400.00 Excavation - Trench GI - 6 $ 5.00 CY $ - Fencing, cedar, 6' high GI - 7 $ 20.00 LF $ - ,�l 835.00 $ 16,700.00 Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF $ $ - Fencing, chain link, gate, vinyl coated, 21 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 4 $ 3,400.00 Ar 12.00 $ 10,200.00 Surveying, lot location/lines GI - 23 $ 11800.00 Acre 1 $ 1,800.00 4" 1.00 $ 1,800.00 Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR 80 $ 9,600.00 $ - 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 $ $ Wall, retaining, concrete GI - 28 $ 55.00 SF $ $ Wall, rockery GI - 29 $ 15.00 SF $ Page 3 of 9 SUBTOTAL $17, 500.00 14-866"66 $61,100.00 2Z--8A-8ff- Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 n�C+l io Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 Unit Price Unit Quant. Cost Quant, Cost Quant. Cost DEVELOPMENT ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY 50 $ 1,500.00 $ AC Grinding, 4' wide machine 1000-2000 RI - 2 $ 16.00 SY $ - $ AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY $ - $ AC Removal/Disposal RI - 4 $ 35.00 SY 20 $ 700.00 $ 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 195 $2,437.50 ,$/ 1,440.00 $ 18,000.00 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 200 $ 370.00 $ Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF $ - $ Sealant, asphalt RI - 14 $ 2.00 LF 300 $ 600.00 $ 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 37 $ 1,406.00 $- 2,333.00 $ 88,654.00 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY $ - $ - Sidewalk, 5" thick RI - 19 $ 41.00 SY $ Sidewalk, 5" thick, demolition and dispos RI - 20 $ 40.00 SY $ $ - Sign, handicap RI - 21 $ 85.00 Each $ K 2.00 $ 170.00 Striping, per stall RI - 22 $ 7.00 Each $ 47.00 $ 329.00 Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF $ ,$� 360.00 $ 1,080.00 Striping, 4" reflectorized line RI - 24 $ 0.50 LF 200 $ 100.00 $ - Page 4 of 9 611n ic•>tr_11111 $ 7,113.50 -4,67.6 d. 108,233.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 n�c+l io Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 Unit Price Unit Quant. Cost Quant, Cost Quant, Cost DEVELOPMENT 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 47 $ 846.00 $ HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY $ - $ HMA Road, 2", 4" rock, Qty. over 2500 S RS - 5 $ 21.00 SY $ $ HMA Road, 3", 9 1/2" Rock, First 2500 S RS - 6 $ 42.00 SY $ $ HMA Road, 3", 9 1/2" Rock, Qty Over 25 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 12 $397.20 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/Desi RS - 15 $ $ Thickened Edge IRS - 17 $ 8.60 LF $ $ Page 5 of 9 SUBTOTAL $ 1243.20—84t-819— Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 M�C%l 10 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 I Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS DEVELUPMENI 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 1 $ 21.001 SY I 1 1 $ Bollards - fixed D - 2 1 $ 240.74 1 Each $ $ Bollards - removable D - 3 $ 452.34 Each $ $ * (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 14.00 $21,000.00 CB Type IL D - 5 $ 1,750.00 Each $ $ CB Type Il, 48" diameter D - 6 $ 2,300.00 Each 1 $ 2,300.00 $ for additional depth over 4' D - 7 $ 480.00 FT $ CB Type Il, 54" diameter D - 8 $ 2,500.00 Each $ - $ for additional depth over 4' D - 9 $ 495.00 FT $ $ CB Type Il, 60" diameter D - 10 $ 2,800.00 Each $ $ for additional depth over 4' D - 11 $ 600.00 FT $ $ - CB Type Il, 72" diameter D - 12 $ 3,600.00 Each $ 1.00 $ 3,600.00 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 $ 16.00 $ 2,400.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each $ 1.00 $170.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each $ Culvert, PVC, 4" D - 18 $ 10.00 LF $ $ - Culvert, PVC, 6" D - 19 $ 13.00 LF $ 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" 1 D - 30 $ 270.00 LF $ $ Culvert, CMP, 72" 1 D - 31 1 $ 350.00 LF $ $ Page 6 of 9 SUBTOTAL $ 2,300.00 $ 27,170.00 -6,9984B9- Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 M�C%l 10 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS 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 49 $ 1,176.00 754 $ 18,096.00 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" 1 D - 63 $ 480.00 1 Each Trash Rack, 21" 1 D - 64 $ 550.00 1 Each Page 7 of 9 SUBTOTAL $ 1,176.00 $ 18,096.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 r% r A . 1 r% Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements 1/26/2023 I Unit Price Unit Quant. Price Quant, Cost Quant. Cost CITY OF EDMONDS 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 cour PL - 2 $ 28.00 SY NA NA 879 $ 24,612.00 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 b Franchise Utility's Cost EstimatE Utility Pole(s) Relocation UP-1 I=Hffip Saar 2 $20,000.00 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 $ 218,000.00 Each 1 $ 218,000.00 Block Wall WI - 2 $ 16.00 SY 560 $ 8,960.00 Yard Drain WI - 3 $ 225.00 CY 10 $ 2,250.00 Biopod WI - 4 $ 20,000.00 Each 2 $ 40,000.00 WI-5 FT $ - WI-6 $ WI-7 $ WI-8 $ WI-9 $ WI-10 $ SUBTOTAL SUBTOTAL (SUM ALL PAGES) 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 B $20,000.00 - $ $29,332. 0 $ $8,799.81� $ $38,132.5 L $293,822.00 $483,809.00 $ 454785t'OlT $ $145,142.70tyaA6&-30_ $ $628,951.7 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: PE Registration Number: Firm Name: Address: Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way 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: Web date: 04/03/2015 RESUB 1 /26/2023 Date: Tel. #: CITY OF EDMONDS ENT SERVICES Project No: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT (A) $ 70,915.0 (B) $ - (C) (D) $ $38,132.51 _aJ4- $ $628,951.70 594-306-3 (A+B) $ 70,915.0 (T) $ 693,158.7 Minimum is $2000. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ 207,947.6 Minimum is $2000. Date: PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ 7,734.4 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_pcounty._goy/permits Version: 03/02/2015 King County Bond Quantity worksheet Report Date: 11/30/2022