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S_Bond_Quantity_Worksheet_PDF_211130_v1
Original bond computations prepared by:Name: Steven Douglas Haluschak Date: November 30, 2021PE Registration Number: 29564 Tel. #: 206-215-8290Firm Name: Magnusson Klemencic AssociatesAddress: 1301 Fifth Avenue, Suite 3200, Seattle, WA 98101 Project No: 90323.51ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTSPERFORMANCE BOND*,** AMOUNTPUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND*,**.(B+C) x0.20 = $ -NAME OF PERSON PREPARING BOND* REDUCTION: Date:* NOTE: The word "bond" as used in this document means any financial guarantee acceptable to the City of Renton.** 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.REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY RDSDPage 1 of 1Unit prices updated: 2/12/02UnitQuant.Quant.CostQuant.GENERAL ITEMSNo.Backfill & Compaction- embankmentGI - 1CY0.000.00Backfill & Compaction- trenchGI - 2CY0.000.00Clear/Remove Brush, by handGI - 3SY0.000.00Clearing/Grubbing/Tree RemovalGI - 4Acre0.000.00Excavation - bulkGI - 5CY0.0053408,010.00Excavation - TrenchGI - 6CY0.000.00Fencing, cedar, 6' highGI - 7LF0.000.00Fencing, chain link, vinyl coated, 6' highGI - 8LF0.000.00Fencing, chain link, gate, vinyl coated, 20GI - 9Each0.000.00Fencing, split rail, 3' highGI - 10LF0.000.00Fill & compact - common barrowGI - 11CY0.000.00Fill & compact - gravel baseGI - 12CY0.000.00Fill & compact - screened topsoilGI - 13CY0.000.00Gabion, 12" deep, stone filled meshGI - 14SY0.000.00Gabion, 18" deep, stone filled meshGI - 15SY0.000.00Gabion, 36" deep, stone filled meshGI - 16SY0.000.00Grading, fine, by handGI - 17SY0.000.00Grading, fine, with graderGI - 18SY0.000.00Monuments, 3' longGI - 19Each0.000.00Sensitive Areas SignGI - 20Each0.000.00Sodding, 1" deep, sloped groundGI - 21SY0.0027556205564.44Stabilization/Erosion Sediment Control (ESC) (A) 2000.00Existing Right-of-Way Improvements (B) 0.00Future Public Road Improvements & Drainage Facilities (C) 0.00Private Improvements(D) 277646.78Construction Bond* Amount (A+B+C+D) = TOTALMaintenance/Defect Bond* TotalExistingRight-of-Way(T)279646.7778Future PublicRoad PrivateImprovementsQuantity Completed(Bond Reduction)*Quant.CompleteCostUnit Price CostCost$ 5.620.000.00$ 8.530.000.00$ 0.360.000.00$ 8,876.160.000.00$ 1.500.008,010.00$ 4.060.000.00$ 18.550.000.00$ 13.440.000.00$ 1,271.810.000.00$ 12.120.000.00$ 22.570.000.00$ 25.480.000.00$ 37.850.000.00$ 54.310.000.00$ 74.850.000.00$ 132.480.000.00$ 2.020.000.00$ 0.950.000.00$ 135.130.000.00$ 2.880.000.00$ 7.460.00205564.44 Surveying, line & gradeGI - 22Day0.000.00Surveying, lot location/linesGI - 23Acre0.000.00Traffic control crew ( 2 flaggers )GI - 24HR0.000.00Trail, 4" chipped woodGI - 25SY0.000.00Trail, 4" crushed cinderGI - 26SY0.000.00Trail, 4" top courseGI - 27SY0.000.00Wall, retaining, concreteGI - 28SF0.000.00Wall, rockeryGI - 29SF0.000.00Page 2 of 7 SUBTOTAL 0.00 0.00 0.00 0.000.00213574.44UnitQuant.Quant.CostQuant.ROAD IMPROVEMENTNo.AC Grinding, 4' wide machine < 1000syRI - 1SY0.000.00AC Grinding, 4' wide machine 1000-2000RI - 2SY0.000.00AC Grinding, 4' wide machine > 2000syRI - 3SY0.000.00AC Removal/Disposal/RepairRI - 4SY0.000.00Barricade, type IRI - 5LF0.000.00Barricade, type III ( Permanent )RI - 6LF0.000.00Curb & Gutter, rolledRI - 7LF0.000.00Curb & Gutter, verticalRI - 8LF0.000.00Curb and Gutter, demolition and disposalRI - 9LF0.000.00Curb, extruded asphaltRI - 10LF0.000.00Curb, extruded concreteRI - 11LF0.000.00Sawcut, asphalt, 3" depthRI - 12LF0.000.00Sawcut, concrete, per 1" depthRI - 13LF0.000.00Sealant, asphaltRI - 14LF0.000.00Shoulder, AC, ( see AC road unit price )RI - 15SY0.000.00Shoulder, gravel, 4" thickRI - 16SY0.000.00Sidewalk, 4" thickRI - 17SY0.000.00Sidewalk, 4" thick, demolition and disposaRI - 18SY0.000.00Sidewalk, 5" thickRI - 19SY0.000.00Sidewalk, 5" thick, demolition and disposaRI - 20SY0.000.00Sign, handicapRI - 21Each0.000.00Striping, per stallRI - 22Each0.000.00Striping, thermoplastic, ( for crosswalk )RI - 23SF0.000.00Striping, 4" reflectorized lineRI - 24LF0.000.00Page 3 of 7 SUBTOTAL 0.00 0.00 0.00 0.000.000.00UnitQuant.Quant.CostQuant.For KCRS '93, (additional 2.5" base) add:RS - 1SY0.000.00AC Overlay, 1.5" ACRS - 2SY0.000.00AC Overlay, 2" ACRS - 3SY0.000.00AC Road, 2", 4" rock, First 2500 SYRS - 4SY0.000.00AC Road, 2", 4" rock, Qty. over 2500SYRS - 5SY0.000.00AC Road, 3", 4" rock, First 2500 SYRS - 6SY0.000.00AC Road, 3", 4" rock, Qty. over 2500 SYRS - 7SY0.000.00AC Road, 5", First 2500 SYRS - 8SY0.000.00AC Road, 5", Qty. Over 2500 SYRS - 9SY0.000.00AC Road, 6", First 2500 SYRS - 10SY0.000.00213574.440.000.000.00$ 788.260.000.00$ 1,556.640.000.00$ 85.180.000.00$ 7.590.000.00$ 8.330.000.00$ 8.190.000.00$ 44.160.000.00$ 9.490.000.00ExistingRight-of-wayFuture PublicRoad PrivateImprovementsBond Reduction*Quant.CompleteCostUnit Price CostCost$ 23.000.000.00$ 5.750.000.00$ 1.380.000.00$ 41.140.000.00$ 30.030.000.00$ 45.050.000.00$ 13.270.000.00$ 9.690.000.00$ 13.580.000.00$ 2.440.000.00$ 2.560.000.00$ 1.850.000.00$ 1.690.000.00$ 0.990.000.000.010.000.00$ 7.530.000.00$ 30.520.000.00$ 27.730.000.00$ 34.940.000.00$ 34.650.000.00$ 85.280.000.00$ 5.820.000.00$ 2.380.000.00$ 0.250.000.00ExistingRight-of-wayFuture PublicRoad PrivateImprovementsBond Reduction*Quant.CompleteCostUnit Price CostCostROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For '93 KCRS ( 6.5" Rock= 5" base & 1.5" top course)$ 3.600.000.00$ 7.390.000.00$ 8.750.000.00$ 17.240.000.00$ 13.360.000.00$ 19.690.000.00$ 15.810.000.00$ 14.570.000.00$ 13.940.000.00$ 16.760.000.00 AC Road, 6", Qty. Over 2500 SYRS - 11SY0.000.00Asphalt Treated Base, 4" thickRS - 12SY0.000.00Gravel Road, 4" rock, First 2500 SYRS - 13SY0.000.00Gravel Road, 4" rock, Qty. over 2500 SYRS - 14SY0.000.00PCC Road, 5", no base, over 2500 SYRS - 15SY0.000.00PCC Road, 6", no base, over 2500 SYRS - 16SY0.000.00Thickened EdgeRS - 17LF0.000.00Page 4 of 7 SUBTOTAL 0.00 0.00 0.00 0.000.000.00UnitQuant.Quant.CostQuant.Access Road, R/DD - 1SY0.000.00Bollards - fixedD - 2Each0.000.00Bollards - removableD - 3Each0.000.00CB Type ID - 4Each0.000.00CB Type ILD - 5Each0.000.00CB Type II, 48" diameterD - 6Each0.000.00for additional depth over 4'D - 7FT0.000.00CB Type II, 54" diameterD - 8Each0.000.00for additional depth over 4'D - 9FT0.000.00CB Type II, 60" diameterD - 10Each0.000.00for additional depth over 4'D - 11FT0.000.00CB Type II, 72" diameterD - 12Each0.000.00for additional depth over 4'D - 13FT0.000.00Through-curb Inlet Framework (Add)D - 14Each0.000.00Cleanout, PVC, 4"D - 15Each0.000.00Cleanout, PVC, 6"D - 16Each0.000.00Cleanout, PVC, 8"D - 17Each0.000.00Culvert, PVC, 4"D - 18LF0.000.00Culvert, PVC, 6"D - 19LF0.000.00Culvert, PVC, 8"D - 20LF0.000.00Culvert, PVC, 12"D - 21LF0.000.00Culvert, CMP, 8"D - 22LF0.000.00Culvert, CMP, 12"D - 23LF0.000.00Culvert, CMP, 15"D - 24LF0.000.00Culvert, CMP, 18"D - 25LF0.000.00Culvert, CMP, 24"D - 26LF0.000.00Culvert, CMP, 30"D - 27LF0.000.00Culvert, CMP, 36"D - 28LF0.000.00Culvert, CMP, 48"D - 29LF0.000.00Culvert, CMP, 60"D - 30LF0.000.00Culvert, CMP, 72"D - 31LF0.000.00Page 5 of 7 SUBTOTAL 0.00 0.00 0.00 0.000.000.00No.UnitQuant.Quant.CostQuant.Culvert, Concrete, 8"D - 32LF0.000.00Culvert, Concrete, 12"D - 33LF0.000.00Culvert, Concrete, 15"D - 34LF0.000.00Culvert, Concrete, 18"D - 35LF0.000.00Culvert, Concrete, 24"D - 36LF0.000.000.000.000.000.00DRAINAGE (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.$ 16.740.000.00$ 240.740.000.00$ 452.340.000.00* (CBs include frame and lid)$ 16.120.000.00$ 9.210.000.00$ 11.410.000.00$ 7.530.000.00$ 21.510.000.00$ 21.870.000.00$ 6.890.000.00ExistingRight-of-wayFuture PublicRoad PrivateImprovementsBond Reduction*Quant.CompleteCostUnit Price CostCost$ 1,257.640.000.00$ 1,433.590.000.00$ 2,033.570.000.00$ 436.520.000.00$ 2,192.540.000.00$ 486.530.000.00$ 2,351.520.000.00$ 536.540.000.00$ 3,212.640.000.00$ 692.210.000.00$ 366.090.000.00$ 130.550.000.00$ 174.900.000.00$ 224.190.000.00$ 8.640.000.00$ 12.600.000.00$ 13.330.000.00$ 21.770.000.00$ 17.250.000.00$ 26.450.000.00$ 32.730.000.00$ 37.740.000.00$ 53.330.000.00$ 71.450.000.00$ 112.110.000.00$ 140.830.000.00$ 235.450.000.00$ 302.580.000.00DRAINAGE CONTINUEDExistingRight-of-wayFuture PublicRoad PrivateImprovementsBond Reduction*Quant.CompleteCostUnit Price CostCost$ 21.020.000.00$ 30.050.000.00$ 37.340.000.00$ 44.510.000.00$ 61.070.000.00 Culvert, Concrete, 30"D - 37LF0.000.00Culvert, Concrete, 36"D - 38LF0.000.00Culvert, Concrete, 42"D - 39LF0.000.00Culvert, Concrete, 48"D - 40LF0.000.00Culvert, CPP, 6"D - 41LF0.000.00Culvert, CPP, 8"D - 42LF0.000.00Culvert, CPP, 12"D - 43LF0.000.00Culvert, CPP, 15"D - 44LF0.000.00Culvert, CPP, 18"D - 45LF0.000.00Culvert, CPP, 24"D - 46LF0.000.00Culvert, CPP, 30"D - 47LF0.000.00Culvert, CPP, 36"D - 48LF0.000.00DitchingD - 49CY0.000.00Flow Dispersal Trench (1,436 base+)D - 50LF0.000.00French Drain (3' depth)D - 51LF0.000.00Geotextile, laid in trench, polypropyleneD - 52SY0.000.00Infiltration pond testingD - 53HR0.000.00Mid-tank Access Riser, 48" dia, 6' deepD - 54Each0.000.00Pond Overflow SpillwayD - 55SY0.000.00Restrictor/Oil Separator, 12"D - 56Each0.000.00Restrictor/Oil Separator, 15"D - 57Each0.000.00Restrictor/Oil Separator, 18"D - 58Each0.000.00Riprap, placedD - 59CY0.000.00Tank End Reducer (36" diameter)D - 60Each0.000.00Trash Rack, 12"D - 61Each0.000.00Trash Rack, 15"D - 62Each0.000.00Trash Rack, 18"D - 63Each0.000.00Trash Rack, 21"D - 64Each0.000.00Page 6 of 7 SUBTOTAL 0.000.00UnitQuant.Quant.CostQuant.No.2" AC, 2" top course rock & 4" borrowPL - 1SY0.000.002" AC, 1.5" top course & 2.5" base coursPL - 2SY0.000.004" select borrowPL - 3SY0.000.001.5" top course rock & 2.5" base coursePL - 4SY0.000.00(Such as detention/water quality vaults.)No.WI - 1SF0.000.00WI - 2SF0.000.00WI - 3CY0.000.00WI - 4LF0.000.00WI - 5FT0.000.00WI - 60.000.00WI - 70.000.00WI - 80.000.00WI - 90.000.00WI - 100.000.00SUBTOTAL 0.000.00SUBTOTAL (SUM ALL PAGES): 0.00213574.440.000.00213574.440.000.000.00$ 104.180.000.00$ 137.630.000.00$ 158.420.000.00$ 175.940.000.00$ 10.700.000.00$ 16.100.000.00$ 20.700.000.00$ 23.000.000.00$ 27.600.000.00$ 36.800.000.00$ 48.300.000.00$ 55.200.000.00$ 8.080.000.00$ 25.990.000.00$ 22.600.000.00$ 2.400.000.00$ 74.750.000.00$ 1,605.400.000.00$ 14.010.000.00$ 1,045.190.000.00$ 1,095.560.000.00$ 1,146.160.000.00$ 39.080.000.00$ 1,000.500.000.00$ 211.970.000.00$ 237.270.000.00$ 268.890.000.00$ 306.840.000.00ExistingRight-of-wayFuture PublicRoad PrivateImprovementsBond Reduction*Quant.CompleteCostUnit Price PriceCostPARKING LOT SURFACING$ 15.840.000.00$ 17.240.000.00$ 4.550.000.00$ 11.410.000.00WRITE-IN-ITEMS0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 30% CONTINGENCY & MOBILIZATION: 0.0064072.33Page 7 of 7GRANDTOTAL: 0.00277646.78COLUMN: B C D E0.0064072.330.00277646.78