APPROVED PLN2021-0037 Bond Quantity Worksheet 2022-07-07Site Improvement Bond Quantity WorksheetS15 Web date: 04/03/2015 Department of Permitting & Environmental Review35030 SE Douglas Street, Suite 210Snoqualmie, Washington 98065-9266206-296-6600 TTY Relay 711Project Name: Date: Location: Project No.: Activity No.: Note: All prices include labor, equipment, materials, overhead and Clearing greater than or equal to 5,000 board feet of timber? profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database.Xyesno If yes, Forest Practice Permit Number: (RCW 76.09)Page 1 of 9Bracket's Reserve9105/9109/9125 240th St SWFor alternate formats, call 206-296-6600.Pending7/7/2022PLN 2021-003720-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 3/2/2015 Version: 3/2/2015Report Date: 7/7/2022PERFORMANCE BONDS:ROW + TESC BOND $ 347,833.26 ($289,861.05 + 20%) orALL IMPROVEMENTS $ 1,424,142.31 ($1,186,785.26 * 20%)INSPECTION FEES $ 25,257.71 FUTURE MAINTENANCE BOND $ 213,621.35 (1,424,142.31 * 15%)ENGINEERING DIVISIONAPPROVED AS NOTED__________________07/28/2022
Site Improvement Bond Quantity WorksheetS15 Web date: 04/03/2015 Unit# ofReference #PriceUnitQuantity ApplicationsCostEROSION/SEDIMENT CONTROLNumberBackfill & compaction-embankmentESC-16.00$ CYCheck dams, 4" minus rockESC-2SWDM 5.4.6.3 80.00$ Each 10 1800Crushed surfacing 1 1/4" minusESC-3WSDOT 9-03.9(3) 95.00$ CYDitchingESC-49.00$ CYExcavation-bulkESC-52.00$ CYFence, siltESC-6SWDM 5.4.3.1 1.50$ LF 1075 11613Fence, Temporary (NGPE)ESC-71.50$ LFHydroseedingESC-8SWDM 5.4.2.4 0.80$ SY 6500 15200Jute MeshESC-9SWDM 5.4.2.2 3.50$ SYMulch, by hand, straw, 3" deepESC-10SWDM 5.4.2.1 2.50$ SYMulch, by machine, straw, 2" deepESC-11SWDM 5.4.2.1 2.00$ SYPiping, temporary, CPP, 6"ESC-1212.00$ LFPiping, temporary, CPP, 8"ESC-1314.00$ LFPiping, temporary, CPP, 12"ESC-1418.00$ LF 50 1900Plastic covering, 6mm thick, sandbaggedESC-15SWDM 5.4.2.3 4.00$ SY 100 1400Rip Rap, machine placed; slopesESC-16WSDOT 9-13.1(2) 45.00$ CYRock Construction Entrance, 50'x15'x1'ESC-17SWDM 5.4.4.1 1,800.00$ EachRock Construction Entrance, 100'x15'x1'ESC-18SWDM 5.4.4.1 3,200.00$ Each 1 13200Sediment pond riser assemblyESC-19SWDM 5.4.5.2 2,200.00$ EachSediment trap, 5' high berm ESC-20SWDM 5.4.5.1 19.00$ LF 140 12660Sed. trap, 5' high, riprapped spillway berm section ESC-21SWDM 5.4.5.1 70.00$ LF 18 11260Seeding, by handESC-22SWDM 5.4.2.4 1.00$ SYSodding, 1" deep, level groundESC-23SWDM 5.4.2.5 8.00$ SYSodding, 1" deep, sloped groundESC-24SWDM 5.4.2.5 10.00$ SYTESC SupervisorESC-25110.00$ HR 40 14400Water truck, dust controlESC-26SWDM 5.4.7 140.00$ HR 20 12800WRITE-IN-ITEMS **** (see page 9)100.00$ Each 12 112006,000.00$ 1 16000ESC SUBTOTAL:30,432.50$ 30% CONTINGENCY & MOBILIZATION:9,129.75$ ESC TOTAL:39,562.25$ COLUMN:APage 2 of 9Tree ProtectionCatchbasin Protection20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 3/2/2015 Version: 3/2/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future Public PrivateRight-of-Way Right of Way ImprovementsUnit Price Unit Quant. Cost Quant. Cost Quant. CostGENERAL ITEMSNo.Backfill & Compaction- embankment GI - 1 6.00$ CY 50 300.00 1250 7,500.00 700 4,200.00Backfill & Compaction- trench GI - 2 9.00$ CYClear/Remove Brush, by hand GI - 3 1.00$ SYClearing/Grubbing/Tree Removal GI - 4 10,000.00$ Acre 0.05 500.00 0.5 5,000.00 1.5 15,000.00Excavation - bulk GI - 5 2.00$ CY 200 400.00 8000 16,000.00 15800 31,600.00Excavation - Trench GI - 6 5.00$ CYFencing, cedar, 6' high GI - 7 20.00$ LF850 17,000.00Fencing, chain link, vinyl coated, 6' high GI - 8 20.00$ LF240 4,800.00Fencing, chain link, gate, vinyl coated, 20' GI - 9 1,400.00$ EachFencing, split rail, 3' high GI - 10 15.00$ LF100 1,500.00Fill & compact - common barrow GI - 11 25.00$ CYFill & compact - gravel base GI - 12 27.00$ CYFill & compact - screened topsoil GI - 13 39.00$ CYGabion, 12" deep, stone filled mesh GI - 14 65.00$ SYGabion, 18" deep, stone filled mesh GI - 15 90.00$ SYGabion, 36" deep, stone filled mesh GI - 16 150.00$ SYGrading, fine, by hand GI - 17 2.50$ SYGrading, fine, with grader GI - 18 2.00$ SYMonuments, 3' long GI - 19 250.00$ Each 1 250.00 2 500.00Sensitive Areas Sign GI - 20 7.00$ EachSodding, 1" deep, sloped ground GI - 21 8.00$ SYSurveying, line & grade GI - 22 850.00$ DaySurveying, lot location/lines GI - 23 1,800.00$ AcreTraffic control crew ( 2 flaggers ) GI - 24 120.00$ HRTrail, 4" chipped wood GI - 25 8.00$ SYTrail, 4" crushed cinder GI - 26 9.00$ SYTrail, 4" top course GI - 27 12.00$ SYWall, retaining, concrete GI - 28 55.00$ SF3400 187,000.00Wall, rockery GI - 29 15.00$ SF3500 52,500.00Page 3 of 9SUBTOTAL 1,450.00 29,000.00 313,600.00 & Drainage Facilities*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future PublicRight-of-way Right of Way ImprovementsUnit Price Unit Quant. Cost Quant. Cost Quant. CostROAD IMPROVEMENTNo.AC Grinding, 4' wide machine < 1000sy RI - 1 30.00$ SYAC Grinding, 4' wide machine 1000-2000syRI - 2 16.00$ SYAC Grinding, 4' wide machine > 2000sy RI - 3 10.00$ SYAC Removal/Disposal RI - 4 35.00$ SY 190 6,650.00640 22,400.00Barricade, type III ( Permanent ) RI - 6 56.00$ LFCurb & Gutter, rolled RI - 7 17.00$ LFCurb & Gutter, vertical RI - 8 12.50$ LF 290 3,625.00 790 9,875.00Curb and Gutter, demolition and disposal RI - 9 18.00$ LFCurb, extruded asphalt RI - 10 5.50$ LFCurb, extruded concrete RI - 11 7.00$ LFSawcut, asphalt, 3" depth RI - 12 1.85$ LF 550 1,017.50Sawcut, concrete, per 1" depth RI - 13 3.00$ LFSealant, asphalt RI - 14 2.00$ LF 550 1,100.00Shoulder, AC, ( see AC road unit price ) RI - 15 -$ SYShoulder, gravel, 4" thick RI - 16 15.00$ SYSidewalk, 4" thick RI - 17 38.00$ SYSidewalk, 4" thick, demolition and disposalRI - 18 32.00$ SYSidewalk, 5" thick RI - 19 41.00$ SY 160 6,560.00 440 18,040.00Sidewalk, 5" thick, demolition and disposalRI - 20 40.00$ SYSign, handicap RI - 21 85.00$ EachStriping, per stall RI - 22 7.00$ EachStriping, thermoplastic, ( for crosswalk ) RI - 23 3.00$ SFStriping, 4" reflectorized line RI - 24 0.50$ LFPage 4 of 9SUBTOTAL 18,952.50 27,915.00 22,400.00Private & Drainage Facilities*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future Public PrivateRight-of-way Right of Way ImprovementsUnit Price Unit Quant. Cost Quant. Cost Quant. CostROAD 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$ SYHMA 1/2" Overlay, 1.5" RS - 2 14.00$ SYHMA 1/2" Overlay 2" RS - 3 18.00$ SYHMA Road, 2", 4" rock, First 2500 SY RS - 4 28.00$ SYHMA Road, 2", 4" rock, Qty. over 2500 SYRS - 5 21.00$ SYHMA Road, 3", 9 1/2" Rock, First 2500 SYRS - 6 35.00$ SY 190 6,650.00 1180 41,300.00HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SYRS - 7 42.00$ SYNot Used RS - 8Not Used RS - 9HMA Road, 6" Depth, First 2500 SY RS - 10 33.10$ SYHMA Road, 6" Depth, Qty. Over 2500 SYRS - 11 30.00$ SYHMA 3/4" or 1", 4" Depth RS - 12 20.00$ SYGravel Road, 4" rock, First 2500 SY RS - 13 15.00$ SYGravel Road, 4" rock, Qty. over 2500 SY RS - 14 10.00$ SYPCC Road (Add Under Write-Ins w/Design) RS - 15Thickened Edge RS - 17 8.60$ LFPage 5 of 9SUBTOTAL 6,650.00 41,300.00 & Drainage Facilities*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future Public PrivateRight-of-way Right of Way ImprovementsUnit Price Unit Quant. Cost Quant. Cost Quant. CostDRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent)Access Road, R/D D - 1 21.00$ SYBollards - fixed D - 2 240.74$ EachBollards - removable D - 3 452.34$ Each5 2,261.70* (CBs include frame and lid)CB Type I D - 4 1,500.00$ Each6 9,000.00CB Type IL D - 5 1,750.00$ EachCB Type II, 48" diameter D - 6 2,300.00$ Each 3 6,900.00 for additional depth over 4' D - 7 480.00$ FT 14 6,720.00CB Type II, 54" diameter D - 8 2,500.00$ Each for additional depth over 4' D - 9 495.00$ FTCB Type II, 60" diameter D - 10 2,800.00$ Each for additional depth over 4' D - 11 600.00$ FTCB Type II, 72" diameter D - 12 3,600.00$ Each for additional depth over 4' D - 13 850.00$ FTThrough-curb Inlet Framework (Add) D - 14 400.00$ Each1 400.00Cleanout, PVC, 4" D - 15 150.00$ EachCleanout, PVC, 6" D - 16 170.00$ Each12 2,040.00Cleanout, PVC, 8" D - 17 200.00$ EachCulvert, PVC, 4" D - 18 10.00$ LFCulvert, PVC, 6" D - 19 13.00$ LF 10 130.00 40 520.00 330 4,290.00Culvert, PVC, 8" D - 20 15.00$ LFCulvert, PVC, 12" D - 21 23.00$ LFCulvert, CMP, 8" D - 22 19.00$ LFCulvert, CMP, 12" D - 23 29.00$ LFCulvert, CMP, 15" D - 24 35.00$ LFCulvert, CMP, 18" D - 25 41.00$ LFCulvert, CMP, 24" D - 26 56.00$ LFCulvert, CMP, 30" D - 27 78.00$ LFCulvert, CMP, 36" D - 28 130.00$ LFCulvert, CMP, 48" D - 29 190.00$ LFCulvert, CMP, 60" D - 30 270.00$ LFCulvert, CMP, 72" D - 31 350.00$ LFPage 6 of 9SUBTOTAL 13,750.00 9,920.00 8,591.70 & Drainage Facilities For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future Public PrivateRight-of-way Right of Way ImprovementsDRAINAGE CONTINUEDNo. Unit Price Unit Quant. Cost Quant. Cost Quant. CostCulvert, Concrete, 8" D - 32 25.00$ LFCulvert, Concrete, 12" D - 33 36.00$ LFCulvert, Concrete, 15" D - 34 42.00$ LFCulvert, Concrete, 18" D - 35 48.00$ LFCulvert, Concrete, 24" D - 36 78.00$ LFCulvert, Concrete, 30" D - 37 125.00$ LFCulvert, Concrete, 36" D - 38 150.00$ LFCulvert, Concrete, 42" D - 39 175.00$ LFCulvert, Concrete, 48" D - 40 205.00$ LFCulvert, CPP, 6" D - 41 14.00$ LFCulvert, CPP, 8" D - 42 16.00$ LFCulvert, CPP, 12" D - 43 24.00$ LF 300 7200 325 7800 50 1200Culvert, CPP, 15" D - 44 35.00$ LFCulvert, CPP, 18" D - 45 41.00$ LFCulvert, CPP, 24" D - 46 56.00$ LFCulvert, CPP, 30" D - 47 78.00$ LFCulvert, CPP, 36" D - 48 130.00$ LFDitching D - 49 9.50$ CYFlow Dispersal Trench (1,436 base+) D - 50 28.00$ LFFrench Drain (3' depth) D - 51 26.00$ LFGeotextile, laid in trench, polypropylene D - 52 3.00$ SYMid-tank Access Riser, 48" dia, 6' deep D - 54 2,000.00$ EachPond Overflow Spillway D - 55 16.00$ SYRestrictor/Oil Separator, 12" D - 56 1,150.00$ Each1 1150Restrictor/Oil Separator, 15" D - 57 1,350.00$ EachRestrictor/Oil Separator, 18" D - 58 1,700.00$ EachRiprap, placed D - 59 42.00$ CYTank End Reducer (36" diameter) D - 60 1,200.00$ EachTrash Rack, 12" D - 61 350.00$ EachTrash Rack, 15" D - 62 410.00$ EachTrash Rack, 18" D - 63 480.00$ EachTrash Rack, 21" D - 64 550.00$ EachPage 7 of 9SUBTOTAL7200 7800 2350 & Drainage Facilities*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Existing Future Public PrivateRight-of-way Right of Way ImprovementsUnit Price Unit Quant. Price Quant. Cost Quant. CostPARKING LOT SURFACINGNo.2" AC, 2" top course rock & 4" borrow PL - 1 21.00$ SY NA NA2" AC, 1.5" top course & 2.5" base coursePL - 2 28.00$ SY NA NA4" select borrow PL - 3 5.00$ SY NA NA1.5" top course rock & 2.5" base course PL - 4 14.00$ SY NA NAUTILITY POLES & STREET LIGHTINGUtility pole relocation costs must be accompanied by Franchise Utility's Cost EstimateUtility Pole(s) Relocation UP-1Street Light Poles w/Luminaires UP-2 EachWRITE-IN-ITEMS(Such as detention/water quality vaults.)No.Traffic Control WI - 1 3,000.00$ Lump 1 3000Mailbox Unit WI - 2 1,600.00$ Ea. 1 1600Stormwater Detention Vault WI - 3 ######### Ea.1 325,000.00Stormwater Filter System WI - 4 18,000.00$ Ea.1 18,000.00Light Standards WI - 5 12,000.00$ Ea.2 24,000.00SUBTOTAL 4,600.00 24,000.00 343,000.00SUBTOTAL (SUM ALL PAGES):52,602.50 139,935.00 689,941.7030% CONTINGENCY & MOBILIZATION:15,780.75 41,980.50 206,982.51 GRANDTOTAL: 68,383.25 181,915.50 896,924.21COLUMN: B C DPage 8 of 9Lump Sum & Drainage FacilitiesNot To Be Used For Roads Or Shoulders*KCC 27A authorizes only one bond reduction.20-024 Brackets Reserve- Bond Quantity Worksheet.xlsxUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022
Site Improvement Bond Quantity WorksheetWeb date: 04/03/2015Original bond computations prepared by:Name:Date:PE Registration Number:Tel. #:Firm Name:Address:Project No: Stabilization/Erosion Sediment Control (ESC) (A)Existing Right-of-Way Improvements (B)Future Public Right of Way & Drainage Facilities (C)Private Improvements (D)Calculated Quantity CompletedTotal Right-of Way and/or Site Restoration Bond*/** (A+B)(First $7,500 of bond* shall be cash.)Performance Bond* Amount (A+B+C+D) = TOTAL (T)T x 0.30Minimum is $2000. Minimum is $2000.Maintenance/Defect Bond* TotalMinimum is $2000.NAME OF PERSON PREPARING BOND* REDUCTION:Date:* NOTE:The word "bond" as used in this document means a financial guarantee acceptable to King County.** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity.*** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes.REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY7/7/2022(425) 678-6960 FINANCIAL GUARANTEE REQUIREMENTSPUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND*Rob Long, PERAM Engineering, Inc.16531 13th Ave W, Suite A108 Lynnwood WA 98037PERFORMANCE BOND*AMOUNT36508MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING ORTEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION ***7/7/2022PLN 2021-003762,574.7$ Rob Long, PE39,562.3$ 68,383.3$ 181,915.5$ 356,035.6$ (B+C) x 0.25 =107,945.5$ 896,924.2$ 1,186,785.2$ Page 9 of 920-024 Brackets Reserve- Bond Quantity Worksheet.xlsxCheck out the DDES Web site at www.kingcounty.gov/permitsUnit prices updated: 03/02/2015Version: 03/02/2015Report Date: 7/7/2022ROW + TESCTOTAL IMPROVEMENTS