Spreadsheet Report Page 1. WREDP Infrastructure Wickenburg, AZ SD Estimate Rev
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1 Spreadsheet Report Page 1 Phase I Wickenburg, AZ SD Estimate Rev Project name Estimator Labor rate table Equipment rate table Job size Duration Wickenburg AZ Hal White Denver Denver 121 ac 9 mo Bid date 9/29/2011 1:00 PM Report format Sorted by 'Area/System/CSI 2' 'Detail' summary Print sort level notes
2 Spreadsheet Report Page 2 Phase I Phase I 02 Sitework Survey & Layout Staking & Layout wks 5, /wks 104, Survey & Layout 1,289, sf 0.08 /sf 104, Material Testing Materials Testing 1.00 ls 195, /ls 195, Material Testing 1,289, sf 0.15 /sf 195, Earthwork Demo/Debris Removal 1.00 ls 45, /ls 45,000 Existing Building/Foundations Cut/Fill - Roads 47, cy 3.15 /cy 149,960 3' Avg Cut/Fill - Rails 77, cy 3.15 /cy 242,764 3' Avg; Incl 434,300 sf of North Rail Cut/Fill - Common/Landscape 9, cy 3.15 /cy 29,386 1'-6" Avg Cut Retention Basins 71, cy 3.15 /cy 225, ,541 4' deep; 324, ' deep Cut Drainage Channel 46, cy 3.15 /cy 147,719 4' Avg; 316,541 sf Rough Grade Site - Roads 428, sf 0.07 /sf 29,992 Rough Grade Site - Rails 693, sf 0.07 /sf 48,553 Incl 434,300 sf of North Rail Rough Grade Site - Common/Landscape 167, sf 0.07 /sf 11,753 Fine Grade Site - Roads sf /sf w/asphalt Paving Fine Grade Site - Rails 693, sf 0.12 /sf 83,233 Incl 434,300 sf of North Rail Fine Grade Site - Landscape excl /excl w/landscaping Clear & Grub 10+ Acres acre 1, /acre 40,000 Remove/Strip Top Soil - Roads 7, cy 3.15 /cy 24,993 Remove/Strip Top Soil - Rails 8, cy 3.15 /cy 25,334 Remove/Strip Top Soil - Common/Landscape 3, cy 3.15 /cy 9,795 8" Scarify/Recompact - Roads 47, sy 0.70 /sy 33,324 8" Scarify/Recompact - Rails 77, sy 0.70 /sy 53,947 8" Scarify/Recompact - Landscape excl /excl Not Necessary Mobilization 1.00 ls 20, /ls 20,000 Dust Control - Water Holding Pond 1.00 ls 38, /ls 38, to 2.0 million Gallon Capacity Dust Control - Pumps 2.00 ea 13, /ea 27,200 1 Well; 1 Pond to Fill Water Wagon Dust Control - Piping; Pumps to Pond 1.00 ls 12, /ls 12,100 Street Sweeping hrs /hrs 40,950 3 hours per day Tracking Control 1.00 ea 7, /ea 7,500 SWPPP/Erosion Control ac 1, /ac 46,000 Road/Rail Work Only Earthwork 1,289, sf 1.08 /sf 1,393,037 BDSW Railroad Work F & I Track 90#; Re-Used Main Rail 3, lf /lf 662,025 F & I Track 90#; Re-Used Spur Rail 1, lf /lf 258,300 F & I Track 90#; Re-Used Main North to BNSF 8, lf /lf 1,520,050 ~1.65 miles F & I Switches; Re-Used 1.00 ea 20, /ea 20,000 Reconditioned Ties & Switch F & I BNSF Main Line Switch; Re-Used 1.00 ea 150, /ea 150,000 50' length; Reconditioned Ties & Switch Switch De-Rail car Back Roll Device 1.00 ea 5, /ea 5,000 Rail Road Crossing - Used 2.00 ea 175, /ea 350,000 RR Crossing/Gates/Concrete/A sph Aprons Filter Fabric sf /sf Rail Ballast cy /cy Rail EW/Grading cy /cy w/earthwork Railroad Work 13, lf /lf 2,965,375 BDSW Asphalt Paving 5" Asphalt Paving - Main Road 383, sf 2.34 /sf 897,296 Incl. Tack 1st Paving 3" Lift 5" Asphalt Paving - Lateral Roads 182, sf 2.34 /sf 427,298 Incl. Tack 1st Paving 3" Lift 5" Asphalt Paving - Offiste HWY 60 24, sf 2.34 /sf 57,007 Incl. Tack 1st
3 Spreadsheet Report Page Asphalt Paving 5" Asphalt Paving - Offiste HWY 60 24, sf 2.34 /sf 57,007 Paving 3" Lift Maricopa Edge - Offiste HWY 60 2, lf 6.00 /lf 15,744 9" Road Base - Main Road 10, cy /cy 289,992 9" Road Base - Lateral Roads 5, cy /cy 138,096 9" Road Base - Offsite HWY cy /cy 23,030 Prime Coat - Main Road 42, sy 0.25 /sy 10,652 Prime Coat - Lateral Roads 20, sy 0.25 /sy 5,072 Prime Coat - Offsite HWY 60 2, sy 0.25 /sy 677 Survey Monuments 3.00 ea /ea 675 Tack Curbs 11, lf 0.05 /lf 555 Tack Curbs 6, lf 0.05 /lf 331 Tack Curbs 2, lf 0.05 /lf 131 Grading for Road Paving - Main Road 42, sy 1.05 /sy 44,737 Grading for Road Paving - Lateral Road 20, sy 1.05 /sy 21,304 Grading for Road Paving - Offsite HWY 60 2, sy 1.05 /sy 2,842 Includes Traffic Controls Clean-up/Punchlist/Fuel/Mechanics/Incidentals 65, sy 1.05 /sy 68,883 Includes Traffic Controls Utility Adjustments ea /ea 12,240 Traffic Controls - Offsite HWY ls 10, /ls 10,500 Mobilization 1.00 ls 10, /ls 10, Asphalt Paving 65, sy /sy 2,037,062 BDSW Site Concrete 24" Curb & Gutter - Main Road 11, lf /lf 199,746 24" Curb & Gutter - Lateral Roads 6, lf /lf 119,016 Entry Cross Pan 1, sf /sf 21,120 Lightpole Bases 24" x 6.5' ea /ea 6,050 48" Valley Gutter 1, sf 6.45 /sf 10, lf Reinf. Screenwall Cont Ftg cyds /cyds 12,223 2' wide x 1' deep; 600 lf Reinf. Screenwall Cont Ftg cyds /cyds 142,853 2' wide x 1' deep; Mobilization 1.00 ls 2, /ls 2,500 Misc Conc Curb Grading/Backfill 17, lf 2.05 /lf 36,303 24" Curb & Gutter - Offsite HWY 60 excl /excl None 5" Sidewalk excl /excl None Handicap Ramp excl /excl None Site Concrete 18, lf /lf 549,898 BDSW Pavement Markings 8" Traffic Lanes - Main Road 5, lf 0.85 /lf 4,717 8" Traffic Lanes - Lateral Roads 3, lf 0.85 /lf 2,810 8" Traffic Lanes - Offsite HWY 60 1, lf 0.85 /lf 1,115 24" Stop Bars lf 1.35 /lf 81 "STOP" 24" Lettering ea /ea 1,020 Traffic Control Signs w/conc Base 8.00 ea /ea 1,840 Stop & Street Signs Pavement Markings 10, lf 1.14 /lf 11,583 BDSW Fire Line 6" Gate Valve FH ea 1, /ea 25,920 10" Gate Valve w/box 9.00 ea 1, /ea 17,505 C " Fire Line 8, lf /lf 398,756 DIP 6" Fire Line 1, lf /lf 49, lf per FH Fire Hydrant Complete ea 4, /ea 116,640 Caps 4.00 ea /ea 2,600 Mobilization 1.00 ls 1, /ls 1, Fire Line 9, lf /lf 612,329 BDSW Storm Sewer 24" RCP Storm Sewer 5, lf /lf 322,890 18" RCP Storm Sewer 2, lf /lf 153,424 15" RCP Storm Sewer lf /lf 39,760 Curb Inlets/Single CB's ea 3, /ea 72,600 Headwall 4.00 ea 1, /ea 6,920 Manhole - 4' diameter ea 4, /ea 49,320 Rip Rap cy /cy 1,210 4 Locations Mobilization 1.00 ls 1, /ls 1, Storm Sewer 9, lf /lf 647, Box Culverts
4 Spreadsheet Report Page Box Culverts Box Culvert 4, sf /sf 314,293 Under Lateral Road; 58' wide x 84' long x 4' high Box Culvert 6, sf /sf 433,507 Under Main Road; 80' wide x 84' long x 4' high Box Culvert 1, sf /sf 108,377 Under Rail Spur; 20' wide x 84' long x 4' high Box Culvert Excavation 3, cyd /cyd 30,040 3' Avg depth; 282 lf Box Culvert Backfill 3, cyd /cyd 72,080 Box Culvert Wing Walls/Footings 1, sf /sf 79, ' long x 6' high x 1' thick w/footing Box Culvert Pipe Rail 1, lf /lf 84,600 Mobilization 1.00 ls 5, /ls 5, Box Culverts 13, sf /sf 1,127, Sanitary Sewer System Pipe Bedding/Shading cy /cy 742 cyds; w/piping Cost Sewer Encasement ROW 5.00 ea 2, /ea 14,850 7 cyds Manhole 4' ea 4, /ea 87,480 PVC 12" Sewer 8, lf /lf 259,524 Mobilization 1.00 ls 1, /ls 1, Sanitary Sewer System 8, lf /lf 363,154 BDSW Site Lighting/Power/Comm. Site Street Lights ea 2, /ea 28,600 Allowance Site Street Light Conduit/Wiring 13, lf /lf 130,960 Primary Power Switching Cabinet Pads 2.00 ea 3, /ea 7,000 Excludes Pedestal; F & I by Power Co. Primary Power Ductbank 4, lf /lf 185, " Conduit w/90's/chairs/slurry/trench /Backfill Primary Power Transformer Pads 6.00 ea 3, /ea 19,800 Excludes Transformer; F & I by Power Co. Primary Power Conduits to Transformers 3, lf /lf 81, " Conduit w/90's/chairs/trench/backfi ll Comm/Fiber Pedestal Pads 6.00 ea 1, /ea 7,620 Excludes Pedestal; F & I by Comm. Company Comm/Fiber Vault 1.00 ea 8, /ea 8,000 Comm/Fiber Conduits to Pedestals & Vault 3, lf /lf 75, " Conduit w/90's/chairs/trench/backfi ll Mobilization 1.00 ls 2, /ls 2, Site Lighting/Power/Comm ea 49, /ea 547, Landscaping 15 Gallon Trees ea /ea 9,890 5 Gallon Plants ea /ea 7,035 2" D.G. - Main Road 309, sf 0.22 /sf 68,124 2" D.G. - Lateral Road 101, sf 0.22 /sf 22,401 2" D.G. - Buffer Areas 167, sf 0.22 /sf 36,940 Concrete Header 20, lf 3.00 /lf 62,145 Concrete Header 12, lf 3.00 /lf 38,964 Concrete Header 12, lf 3.00 /lf 37,263 Landscaping Fine Grading - Main Road 309, sf 0.07 /sf 21,676 Landscaping Fine Grading - Lateral Road 101, sf 0.07 /sf 7,127 Landscaping Fine Grading - Buffer Areas 167, sf 0.07 /sf 11,753 Irrigation System - Trees/Shrubs 1.00 ls 115, /ls 115,000 Mobilization 1.00 ls 1, /ls 1, Landscaping 579, sf 0.76 /sf 439,817 BDSW CMU Masonry 8x8x16 S.F. CMU Site Wall; One Sided 61, sf /sf 654,147 PH I Site Area + Main Entry; 6' high + 2' Stem CMU Masonry 61, sf /sf 654,147 BDSW Water Repellent Coating Water Repellent Coating 123, sf 0.50 /sf 61,712 Site CMU Walls
5 Spreadsheet Report Page Water Repellent Coating 61, sf 1.00 /sf 61, Sitework 1,289, sf 9.08 /sf 11,709, Project Management Project Management Pre-Construction 1.50 mo 14, /mo 21,760 Staff 9.00 mo 26, /mo 238,307 General Foreman excl /excl Incl.in Phase IIa/IIb General Foreman - Gas Allowance excl /excl Incl.in Phase IIa/IIb Project Management 9.00 mo 28, /mo 260,067 BDSW 15 Project Management 9.00 mo 28, /mo 260, Site Requirements Site Requirements Site Requirements 9.00 mo 4, /mo 43,277 Radios At Jobsite 9.00 mo /mo 675 Temp Water Consumption excl /excl w/earthwork 6 kw Diesel Generator 9.00 mo 1, /mo 14,670 Figure to Buy Generator Dumpster/Pull Fees 4.00 ea /ea 1,800 7' Const Fence w/fabric lf 4.65 /lf 1, Site Requirements 9.00 mo 6, /mo 62,282 BDSW Construction Equipment Small Tools 9.00 mo /mo 900 Gator - Site Transportation 1.00 ls 10, /ls 10,000 Water Truck 9.00 mo 3, /mo 31, Construction Equipment 9.00 mo 4, /mo 42, Site Requirements 9.00 mo 11, /mo 104,682 Phase I Phase I 5,286, sf 2.28 /sf 12,074,630
6 Spreadsheet Report Page 6 Estimate Totals Description Amount Totals Hours Rate Cost Basis Cost per Unit Percent of Total Labor 394,983 3, hrs 3, /ac 2.84% Material 384,157 3, /ac 2.76% Subcontract 11,219,464 92, /ac 80.53% Equipment 66, /ac 0.48% Other 9, /ac 0.07% 12,074,630 12,074,630 99, /ac Design/Engineering Fees L Utility Co.Design/Engr'g/Fees L Building Permit/Plan Fees T Design Contingency T Construction Contingency 603, % T 4, /ac 4.33% General Liability Ins. 100, % T /ac 0.72% Builders Risk Insurance 16, $ / 100 T /ac 0.12% Performance & Payment Bond 116,914 B /ac 0.84% Warranty Reserve T Preconstruction Fee L Overhead & Profit 387, % T 3, /ac 2.78% Gross Receipts Tax 631, % T 5, /ac 4.53% Total 13,931, , /ac
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