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APPROVED ENG RESUB 2 BLD2021-1653+Bond_Quantity_Worksheet+6.24.2022_3.28.30_PM+2953917Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201F RESUB King County Jun 27 2022 BLD2021-1653 CITY OF EDMONDS Department of Permitting & Environmental Review DEVELOPMENT SERVICES 35030 SE Douglas Street, Suite 210 DEPARTMENT Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600. 206-296-6600 TTY Relay 711 Project Name: Apollo Apartments Location: 23601 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) Page 1 of 9 Construction Cost Estimate Date: 6/24/2022 Project No.: 20261.20 Activity No.: 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 RS Means database. TOTAL IMPROVEMENTS $1,649,083.84 TESC/RIGHT OF WAY BOND $172,137.04 INSPECTION FEES $20,448.00 FUTURE MAINTENANCE BOND $ 247,362.57 (15% OF TOTAL IMPROVEMENTS) ENGINEERING DIVISION APPROVED . Q� 09/06/2022 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 6/24/2022 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201F Reference # Unit Price Unit Quantity # of Applications Cost J EROSION/SEDIMENT CONTROL Number cl DEVE Backfill & compaction -embankment ESC-1 $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 6 1 480 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 800 1 1200 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 1 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 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 1000 1 4000 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 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF 136 1 2584 Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 54 1 3780 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 4400 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR 40 1 5600 WRITE -IN -ITEMS **** (see page 9) Catch Basin Protection $ 83.00 Each 11 1 913 Temporary Construction Fencing $ 0.35 LF 1150 1 403 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Construction Cost Estimate $ 29,759.50 $ 8,927.85 $ 38,687.35 A ESUB n 27 2022 "Y OF EDMONDS OPMENT SERVICES DEPARTMENT Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 6/24/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Jun 27 CITY OF EDM DEVELOPMENT Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY 26600 159,600.00 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 Excavation - bulk GI-5 $ 2.00 CY 33100 66,200.00 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, 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 550 1,375.00 650 1,625.00 Grading, fine, with grader GI - 18 $ 2.00 SY 7400 14,800.00 Monuments, 3' Ion GI - 19 $ 250.00 Each 1 250.00 Sensitive Areas Sin GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY 2200 17,600.00 Surveying, 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 Wall, retaining, concrete GI - 28 $ 55.00 SF 2,600.00 143,000.00 Wall, rockery I GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 6,425.00 402,825.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 022 )NDS ERVICES NT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Jun 27 CITY OF EDM DEVELOPMENT Unit Price Unit I Quant.T Cost Quant. Cost QuantT 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 130 4,550.00 3000 105,000.00 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 510 6,375.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 330 5,940.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF 60 420.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 115 212.75 Sawcut, concrete, per 1" 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 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY 300 9,600.00 120 3,840.00 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 1 1 151 1,275.00 Striping, per stall RI - 22 $ 7.00 Each 136 952.00 Striping, thermoplastic, for crosswalk RI - 23 $ 3.00 SF Striping, 4" reflectorized line RI - 24 $ 0.50 LF Page 4 of 9 SUBTOTAL 26,677.75 111,487.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 022 )NDS ERVICES NT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Jun 27 CITY OF EDM DEVELOPMENT nPPAPTRAE 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 214 3,852.00 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 80 3,360.00 900 37,800.00 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 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 7,212.00 37,800.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 D22 )NDS RVICES IT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Jun 27 CITY OF EDM DEVELOPMENT DEPARTM Unit Price Unit Quant. Cost Quant. Cost Quant. Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert rices, 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 Bollards - fixed D - 2 1 $ 240.74 1 Each Bollards - removable D - 3 1 $ 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 SD&SS D - 6 $ 2,300.00 Each 3 6,900.00 3 6,900.00 for additional depth over 4' D - 7 $ 480.00 FT 4.5 2,160.00 6 2,880.00 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 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 1 200.00 Culvert, PVC, 4" D - 18 $ 10.00 LF 1150 11,500.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 26 338.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 337 5,055.00 Culvert, PVC, 12" D - 21 $ 23.00 LF 432 9,936.00 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 9,060.00 38,309.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 D22 INDS RVICES IT 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 Jun 27 CITY OF EDM DEVELOPMENT DEPARTM 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 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 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 D22 INDS RVICES IT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Jun 27 CITY OF EDM DEVELOPMENT DEPARTM 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 cour 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 b Franchise Utility's Cost Estimate Utility Poles Relocation UP-1 $ 25,000.00 1 Each 1 1 $ 25,000.00 Street Light Poles w/Luminaires UP-2 $ 7,500.00 1 Each WRITE -IN -ITEMS Such as detention/water quality vaults. No. Stormwater Vault WI - 1 $ 330,000.00 Each 1 330,000.00 Block Wall WI - 2 $ 16.00 SY Yard Drain WI - 3 $ 225.00 Each 2 450.00 4" DIP WA WI - 4 $ 45.00 LF 32 1440 18 810.00 6" DIP WA WI - 5 $ 65.00 LF 12 780 232 15,080.00 12" DIP SD WI - 6 $ 105.00 LF 38 3990 Modular Wetlands System WI - 7 $ 10,000.00 Each 1 10,000.00 WI-8 WI-9 WI-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 31,210.00 80,584.75 24,175.43 104,760.18 B C 356,340.00 761.00 284,028.30 1,230,789.30 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022 D22 NOS RVICES JT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Original bond computations prepared by: Jun 27 2022 Name: Jared Underbrink, PE Date: 6/24/202 CYOFEDMONDS �� i ITQo nll SERVICES PE Registration Number: 47741 Tel. #: 425.778.8500 DEPARTMENT Firm Name: CG Engineering Address: 250 4th Ave S, Suite 200 Project No: 20261.20 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* AMOUNT (A) $ 38,687.4 (B) $ 104,760.2 (C) $ - (D) $ 1,230,789.3 (A+B) $ 143,447.5 (T) $ 1,374,236.8 Minimum is $2000. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ 412,271.0 Minimum is $2000. Date: PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ 26,190.0 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.kinucounty.aoy/permits Version: 03/02/2015 Construction Cost Estimate Report Date: 6/24/2022