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BLD2022-0694_Bond_Quantity_Worksheet_12-28-2023_APPROVED_ENG_RESUB4_BLD2022-0694+Bond_Quantity_Worksheet+11.13.2023_9.54.58_AM+3895794Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB NCITY OF ov 13 2023 L-9 King Count DSBLD2022-0694 DEVELOPMENTERVCES DEPARTMENT 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: Location: Pine Park 614 614-616 5th Ave S Edmonds Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: N/A (RCW 76.09) Page 1 of 9 614 5th Ave S_KC BQ_REV 4 Fill/Grade Performance Bond required prior to issuance of fill/grade permit. Subdivision Performance Bond required prior to recording of plat and shall replace fill/grade permit bond. Date: 11 /10/2023 Project No. Activity No. BLDG2022-0694 FILUGRADE PERMIT 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. ENGINEERING DIVISION APPROVED AS NOTED 2/12/2023 FILL/GRADE PERMIT PERFORMANCE BOND AMOUNT: $227,249.00 SUBDIVISION PERFORMANCE BOND AMOUNT: $470,491.80 INSPECTION FEES: $12,939.00 FUTURE MAINTENANCE BOND AMOUNT: $70,574.00 Check out the DDES Web site at www.kinpcountypoy/permits/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 11/10/2023 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Reference # Unit Price Unit Quantity # of Applications Nov Cost oEVEL,o EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESCA $ 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 685 1 $ 1,027.50 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 246 1 $ 369.00 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 ESCA1 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 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 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 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 4400 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see gape 91 Inlet Protection $ 74.00 Each 10 1 740 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 $ 10,536.50 $ 3,160.95 $ 13,697.45 A 132023 FEOMONOS ENT SERVICES ARTMENT Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty._poy/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023 Site Improvement Bond Quantitv Worksheet Web date: 04/03/2015 o�c%„o Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Nov 13 Improvements CITY OFE DEVELOPMEN DEPART 2023 MONDS SERVICES IENT 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 100 $ 900.00 2493 $ 22,437.00 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 Excavation - Trench GI - 6 $ 5.00 CY 100 $ 500.00 2565 $ 12,825.00 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, 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 487 $ 974.00 301 $ 602.00 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 Surveying, line & grade GI - 22 $ 850.00 Day 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 5 $ 275.00 Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 7,174.00 36,139.00 Page -9 of 9- Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.pov/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Nov 13 Improvements DEVETODEE DEPART'ENT 2023 MONDS VICES SERVICES Unit Price Unit Quant. Cost Quant.T Cost Quant. I Cost ROADIMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY 487 $ 14,610.00 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 1 $ 35.00 SY 410 14,350.00 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 162 $ 2,025.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 162 $ 2,916.00 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 216 $ 399.60 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 165 $ 330.00 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 129 $ 4,902.00 33 $ 1,254.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 129 $ 4,128.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY 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 4 $ 28.00 12 84.00 Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF Striping, 4" reflectorized line RI - 24 $ 0.50 LF Page 4 of 9 SUBTOTAL 43,688.60 1,338.00 Page -9 of 9— Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.pov/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Nov 13 Improvements DEVE�OPMEN DEPART 2023 SEERVCES ENT 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 379 6,822.00 69 1,242.00 HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 939 $ 26,292.00 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 $ - 232 $ 9,744.00 HMA Road, 3", 9 1/2" Rock, Qty Over 2500 S 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 52 1,721.20 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/Design) RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 SUBTOTAL 8,543.20 37,278.00 Page -9 of 9— Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.pov/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Nov 13 CITY OF El Improvements DEVEp PART 2023 MONDS SERVICES ET Unit Price Unit Quant. Cost Quant. F 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 s Access Road, R/D D - 1 $ 21.001 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 6 $ 9,000.00 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 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 8 $ 1,200.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each 8 $ 1,360.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 864 $ 8,640.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 1098 $ 14,274.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 15 $ 225.00 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 1 $ 350.00 LF Page 6 of 9 SUBTOTAL 34.699 UU 614 5th Ave S_KC BQ_REV 4 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Nov 13 CITY OF El Improvements DEVEp PART 2023 MONDS SERVICES ET 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 1 1150 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 1150 Page of 9— Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.pov/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 RESUB Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Nov 13 CITY OF El Improvements DEVEp PART 2023 MONDS SERVICES ET Unit Price Unit Quant. Price Quant F 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 course 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 Block Wall WI - 2 $ 16.00 SY BioPod Biofilter System WI - 3 $ 15,000.00 Each 2 30,000.00 Remove OHP, Install UGP WI-4 $ 5,000.00 LS 1 $ 5,000.00 1 $ 5,000.00 New 1" Water Service/Meter/Connection WI-5 $ 1,500.00 LS 14 $ 21,000.00 6" Concrete Driveway WI-6 $ 65.00 SY 30 $ 1,950.00 14 $ 910.00 Trench Drain WI - 7 $ 500.00 LS 2 $ 1,000.00 Stormwater Infiltration Trench W 1 - 8 $ 2,000.00 LS 2 $ 4,000.00 Water Service Lines WI - 9 $ 300.00 Each 14 $ 4,200.00 1" Water Meter & Service Tap WI - 10 $ 2,970.00 Each 14 $ 41,580.00 Sanitary Sewer Cleanout, PVC, 6" W 1 - 11 $ 170.00 Each 4 $ 680.00 Sanitary Sewer PVC, 6" W 1 - 12 $ 13.00 LF 287 $ 3,731.00 Street Tree Grate W I - 13 $ 500.00 Each 4 $ 2,000.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30%CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: B 27,950.00 87,355.80 26,206.74 113,562.54 47,780.00 47,780.00 14,334.00 62,114.00 C D 45,321.00 155,925.00 46,777.50 202,702.50 Page 8 of 9 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 & Drainage Facilities Private Improvements Calculated Quantity Completed Pine Park 614 614-616 5th Ave S Edmonds (First $7,500 of bond* shall be cash.) Perf,..,,apc-,An )Ad* o..49WAt I (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total in_uax•»�a:�Y•�►��:�aw�l►�e>t:i•�.L�:�ani.>tr�•�i.F Date: Tel. #: Project No Web date: 04/03/2015 RESUB Nov 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES 11 / 10/202 SPARTMENT BLDG2022-0694 FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT 13,697.5 SUBSTANTIAL COMPLETION *** 113.562.5 = $189, 374.00 Minimum is $2000. 62,114.0 FS FILL/GRADE PERMIT PERFORMANCE BOND AMOUNT: $189,374 x 120% = $227,249.00 SUBDIVISION PERFORMANCE BOND AMOUNT: $392,076.50 x 120% = $470,491.80 INSPECTION FEES: $392,076.50 x 3.3% = $12,939.00 FUTURE MAINTENANCE BOND AMOUNT: $470,491.80 x 15% = $70,574.00 * 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._poy/permits Version: 03/02/2015 614 5th Ave S_KC BQ_REV 4 Report Date: 11/10/2023