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HomeMy WebLinkAboutS_Bond_Quantity_Worksheet_211130_v1Original bond computations prepared by: Name: Steven Douglas Haluschak Date: November 30, 2021 PE Registration Number: 29564 Tel. #: 206-215-8290 Firm Name: Magnusson Klemencic Associates Address: 1301 Fifth Avenue, Suite 3200, Seattle, WA 98101 Project No: 90323.51 ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND*,** AMOUNT PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND*,** Stabilization/Erosion Sediment Control (ESC) (A) 2000 Existing Right-of-Way Improvements (B) 0 Future Public Road Improvements & Drainage Facilities (C) 0 Private Improvements (D) 277646.777777778 Construction Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total (T) 279646.777777778 . (B+C) x 0.20 = $ - 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 RDSD Page 1 of 1 Unit prices updated: 2/12/02 Existing Right-of-Way Future Public Road Improvements & Drainage Facilities Private Improvements Quantity Completed (Bond Reduction)* Quant. Complete Cost Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 5.62 CY 0 0 0 0 Backfill & Compaction- trench GI - 2 8.53 CY 0 0 0 0 Clear/Remove Brush, by hand GI - 3 0.36 SY 0 0 0 0 Clearing/Grubbing/Tree Removal GI - 4 8876.16 Acre 0 0 0 0 Excavation - bulk GI - 5 1.5 CY 0 0 5340 8010 8010 Excavation - Trench GI - 6 4.06 CY 0 0 0 0 Fencing, cedar, 6' high GI - 7 18.55 LF 0 0 0 0 Fencing, chain link, vinyl coated, 6' high GI - 8 13.44 LF 0 0 0 0 Fencing, chain link, gate, vinyl coated, 20 GI - 9 1271.81 Each 0 0 0 0 Fencing, split rail, 3' high GI - 10 12.12 LF 0 0 0 0 Fill & compact - common barrow GI - 11 22.57 CY 0 0 0 0 Fill & compact - gravel base GI - 12 25.48 CY 0 0 0 0 Fill & compact - screened topsoil GI - 13 37.85 CY 0 0 0 0 Gabion, 12" deep, stone filled mesh GI - 14 54.31 SY 0 0 0 0 Gabion, 18" deep, stone filled mesh GI - 15 74.85 SY 0 0 0 0 Gabion, 36" deep, stone filled mesh GI - 16 132.48 SY 0 0 0 0 Grading, fine, by hand GI - 17 2.02 SY 0 0 0 0 Grading, fine, with grader GI - 18 0.95 SY 0 0 0 0 Monuments, 3' long GI - 19 135.13 Each 0 0 0 0 Sensitive Areas Sign GI - 20 2.88 Each 0 0 0 0 Sodding, 1" deep, sloped ground GI - 21 7.46 SY 0 0 27555.5555555556 205564.444444444 205564.444444444 Surveying, line & grade GI - 22 788.26 Day 0 0 0 0 Surveying, lot location/lines GI - 23 1556.64 Acre 0 0 0 0 Traffic control crew ( 2 flaggers ) GI - 24 85.18 HR 0 0 0 0 Trail, 4" chipped wood GI - 25 7.59 SY 0 0 0 0 Trail, 4" crushed cinder GI - 26 8.33 SY 0 0 0 0 Trail, 4" top course GI - 27 8.19 SY 0 0 0 0 Wall, retaining, concrete GI - 28 44.16 SF 0 0 0 0 Wall, rockery GI - 29 9.49 SF 0 0 0 0 Page 2 of 7 SUBTOTAL 0.00 0.00 0.00 0.00 0 0 213574.444444444 213574.444444444 Existing Right-of-way Future Public Road Improvements & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 23 SY 0 0 0 0 AC Grinding, 4' wide machine 1000-2000 RI - 2 5.75 SY 0 0 0 0 AC Grinding, 4' wide machine > 2000sy RI - 3 1.38 SY 0 0 0 0 AC Removal/Disposal/Repair RI - 4 41.14 SY 0 0 0 0 Barricade, type I RI - 5 30.03 LF 0 0 0 0 Barricade, type III ( Permanent ) RI - 6 45.05 LF 0 0 0 0 Curb & Gutter, rolled RI - 7 13.27 LF 0 0 0 0 Curb & Gutter, vertical RI - 8 9.69 LF 0 0 0 0 Curb and Gutter, demolition and disposal RI - 9 13.58 LF 0 0 0 0 Curb, extruded asphalt RI - 10 2.44 LF 0 0 0 0 Curb, extruded concrete RI - 11 2.56 LF 0 0 0 0 Sawcut, asphalt, 3" depth RI - 12 1.85 LF 0 0 0 0 Sawcut, concrete, per 1" depth RI - 13 1.69 LF 0 0 0 0 Sealant, asphalt RI - 14 0.99 LF 0 0 0 0 Shoulder, AC, ( see AC road unit price ) RI - 15 0.01 SY 0 0 0 0 Shoulder, gravel, 4" thick RI - 16 7.53 SY 0 0 0 0 Sidewalk, 4" thick RI - 17 30.52 SY 0 0 0 0 Sidewalk, 4" thick, demolition and dispos aRI - 18 27.73 SY 0 0 0 0 Sidewalk, 5" thick RI - 19 34.94 SY 0 0 0 0 Sidewalk, 5" thick, demolition and dispos aRI - 20 34.65 SY 0 0 0 0 Sign, handicap RI - 21 85.28 Each 0 0 0 0 Striping, per stall RI - 22 5.82 Each 0 0 0 0 Striping, thermoplastic, ( for crosswalk ) RI - 23 2.38 SF 0 0 0 0 Striping, 4" reflectorized line RI - 24 0.25 LF 0 0 0 0 Page 3 of 7 SUBTOTAL 0.00 0.00 0.00 0.00 0 0 0 0 Existing Right-of-way Future Public Road Improvements & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For '93 KCRS ( 6.5" Rock= 5" base & 1.5" top course) For KCRS '93, (additional 2.5" base) add: RS - 1 3.6 SY 0 0 0 0 AC Overlay, 1.5" AC RS - 2 7.39 SY 0 0 0 0 AC Overlay, 2" AC RS - 3 8.75 SY 0 0 0 0 AC Road, 2", 4" rock, First 2500 SY RS - 4 17.24 SY 0 0 0 0 AC Road, 2", 4" rock, Qty. over 2500SY RS - 5 13.36 SY 0 0 0 0 AC Road, 3", 4" rock, First 2500 SY RS - 6 19.69 SY 0 0 0 0 AC Road, 3", 4" rock, Qty. over 2500 SY RS - 7 15.81 SY 0 0 0 0 AC Road, 5", First 2500 SY RS - 8 14.57 SY 0 0 0 0 AC Road, 5", Qty. Over 2500 SY RS - 9 13.94 SY 0 0 0 0 AC Road, 6", First 2500 SY RS - 10 16.76 SY 0 0 0 0 AC Road, 6", Qty. Over 2500 SY RS - 11 16.12 SY 0 0 0 0 Asphalt Treated Base, 4" thick RS - 12 9.21 SY 0 0 0 0 Gravel Road, 4" rock, First 2500 SY RS - 13 11.41 SY 0 0 0 0 Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 7.53 SY 0 0 0 0 PCC Road, 5", no base, over 2500 SY RS - 15 21.51 SY 0 0 0 0 PCC Road, 6", no base, over 2500 SY RS - 16 21.87 SY 0 0 0 0 Thickened Edge RS - 17 6.89 LF 0 0 0 0 Page 4 of 7 SUBTOTAL 0.00 0.00 0.00 0.00 0 0 0 0 Existing Right-of-way Future Public Road Improvements & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit Quant. Cost Quant. 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 solid pipe. Access Road, R/D D - 1 16.74 SY 0 0 0 0 Bollards - fixed D - 2 240.74 Each 0 0 0 0 Bollards - removable D - 3 452.34 Each 0 0 0 0 * (CBs include frame and lid) CB Type I D - 4 1257.64 Each 0 0 0 0 CB Type IL D - 5 1433.59 Each 0 0 0 0 CB Type II, 48" diameter D - 6 2033.57 Each 0 0 0 0 for additional depth over 4' D - 7 436.52 FT 0 0 0 0 CB Type II, 54" diameter D - 8 2192.54 Each 0 0 0 0 for additional depth over 4' D - 9 486.53 FT 0 0 0 0 CB Type II, 60" diameter D - 10 2351.52 Each 0 0 0 0 for additional depth over 4' D - 11 536.54 FT 0 0 0 0 CB Type II, 72" diameter D - 12 3212.64 Each 0 0 0 0 for additional depth over 4' D - 13 692.21 FT 0 0 0 0 Through-curb Inlet Framework (Add) D - 14 366.09 Each 0 0 0 0 Cleanout, PVC, 4" D - 15 130.55 Each 0 0 0 0 Cleanout, PVC, 6" D - 16 174.9 Each 0 0 0 0 Cleanout, PVC, 8" D - 17 224.19 Each 0 0 0 0 Culvert, PVC, 4" D - 18 8.64 LF 0 0 0 0 Culvert, PVC, 6" D - 19 12.6 LF 0 0 0 0 Culvert, PVC, 8" D - 20 13.33 LF 0 0 0 0 Culvert, PVC, 12" D - 21 21.77 LF 0 0 0 0 Culvert, CMP, 8" D - 22 17.25 LF 0 0 0 0 Culvert, CMP, 12" D - 23 26.45 LF 0 0 0 0 Culvert, CMP, 15" D - 24 32.73 LF 0 0 0 0 Culvert, CMP, 18" D - 25 37.74 LF 0 0 0 0 Culvert, CMP, 24" D - 26 53.33 LF 0 0 0 0 Culvert, CMP, 30" D - 27 71.45 LF 0 0 0 0 Culvert, CMP, 36" D - 28 112.11 LF 0 0 0 0 Culvert, CMP, 48" D - 29 140.83 LF 0 0 0 0 Culvert, CMP, 60" D - 30 235.45 LF 0 0 0 0 Culvert, CMP, 72" D - 31 302.58 LF 0 0 0 0 Page 5 of 7 SUBTOTAL 0.00 0.00 0.00 0.00 0 0 0 0 DRAINAGE CONTINUED Existing Right-of-way Future Public Road Improvements & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 21.02 LF 0 0 0 0 Culvert, Concrete, 12" D - 33 30.05 LF 0 0 0 0 Culvert, Concrete, 15" D - 34 37.34 LF 0 0 0 0 Culvert, Concrete, 18" D - 35 44.51 LF 0 0 0 0 Culvert, Concrete, 24" D - 36 61.07 LF 0 0 0 0 Culvert, Concrete, 30" D - 37 104.18 LF 0 0 0 0 Culvert, Concrete, 36" D - 38 137.63 LF 0 0 0 0 Culvert, Concrete, 42" D - 39 158.42 LF 0 0 0 0 Culvert, Concrete, 48" D - 40 175.94 LF 0 0 0 0 Culvert, CPP, 6" D - 41 10.7 LF 0 0 0 0 Culvert, CPP, 8" D - 42 16.1 LF 0 0 0 0 Culvert, CPP, 12" D - 43 20.7 LF 0 0 0 0 Culvert, CPP, 15" D - 44 23 LF 0 0 0 0 Culvert, CPP, 18" D - 45 27.6 LF 0 0 0 0 Culvert, CPP, 24" D - 46 36.8 LF 0 0 0 0 Culvert, CPP, 30" D - 47 48.3 LF 0 0 0 0 Culvert, CPP, 36" D - 48 55.2 LF 0 0 0 0 Ditching D - 49 8.08 CY 0 0 0 0 Flow Dispersal Trench (1,436 base+) D - 50 25.99 LF 0 0 0 0 French Drain (3' depth) D - 51 22.6 LF 0 0 0 0 Geotextile, laid in trench, polypropylene D - 52 2.4 SY 0 0 0 0 Infiltration pond testing D - 53 74.75 HR 0 0 0 0 Mid-tank Access Riser, 48" dia, 6' deep D - 54 1605.4 Each 0 0 0 0 Pond Overflow Spillway D - 55 14.01 SY 0 0 0 0 Restrictor/Oil Separator, 12" D - 56 1045.19 Each 0 0 0 0 Restrictor/Oil Separator, 15" D - 57 1095.56 Each 0 0 0 0 Restrictor/Oil Separator, 18" D - 58 1146.16 Each 0 0 0 0 Riprap, placed D - 59 39.08 CY 0 0 0 0 Tank End Reducer (36" diameter) D - 60 1000.5 Each 0 0 0 0 Trash Rack, 12" D - 61 211.97 Each 0 0 0 0 Trash Rack, 15" D - 62 237.27 Each 0 0 0 0 Trash Rack, 18" D - 63 268.89 Each 0 0 0 0 Trash Rack, 21" D - 64 306.84 Each 0 0 0 0 Page 6 of 7 SUBTOTAL 0 0 0 0 0 0 0 0 Existing Right-of-way Future Public Road Improvements & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit Quant. Price Quant. Cost Quant. Cost PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL - 1 15.84 SY 0 0 0 0 2" AC, 1.5" top course & 2.5" base cours PL - 2 17.24 SY 0 0 0 0 4" select borrow PL - 3 4.55 SY 0 0 0 0 1.5" top course rock & 2.5" base course PL - 4 11.41 SY 0 0 0 0 WRITE-IN-ITEMS (Such as detention/water quality vaults.) No. WI - 1 SF 0 0 0 0 WI - 2 SF 0 0 0 0 WI - 3 CY 0 0 0 0 WI - 4 LF 0 0 0 0 WI - 5 FT 0 0 0 0 WI - 6 0 0 0 0 WI - 7 0 0 0 0 WI - 8 0 0 0 0 WI - 9 0 0 0 0 WI - 10 0 0 0 0 SUBTOTAL 0 0 0 0 SUBTOTAL (SUM ALL PAGES): 0 0 213574.444444444 213574.444444444 30% CONTINGENCY & MOBILIZATION: 0 0 64072.3333333333 64072.3333333333 Page 7 of 7 GRANDTOTAL: 0 0 277646.777777778 277646.777777778 COLUMN: B C D E