Loading...
HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECTProject: Lemay Avenue Widening Project Date: 2/512003 Spec/Item Number Description Estimated Quantity Unit Unit Cost Item Cost Lemay Avenue 202-01 Widening Quantities: Remove Pipe (RCP, CMP, PVC) 180 LF $ 7.90 $ 1,422.00 202-02 Remove Existing Wingwalls at Slone Creek Box Culvert 2 EA $ 857.00 $ 1,714.00 202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert 2 EA $ 35.00 $ 70.00 202-04 Remove Vertical Curb And Gutter 3,056 LF $ 1.80 $ 5,500.80 202-05 Remove Concrete Sidewalk 7,898 SF $ 0.26 $ 2,053.48 202-06 Remove Crosspan and Aprons 8,386 SF $ 0.35 $ 2,935.10 202-07 Remove Asphalt Sidewalk (4" Thick) 15,280 SF $ 0.13 $ 1,986.40 202-08 Asphalt Taper Mill (0"-2" Depth) 420 SY $ 2.05 $ 861.00 202-09 Rotomill Asphalt Pavement (0"-2" Depth) 7,715 SY $ 1.15 $ 8,872.25 202-10 Rotomill Asphalt Pavement (5'-10" Depth) 14,600 SY $ 2.50 $ 36,500.00 202-11 Remove Existing Rip -Rap 2,941 SF $ 0.35 $ 1,029.35 202-12 Remove Trash Pile at South Ridge Greens Golf Course 1 LS $ 612.00 $ 612.00 202-13 Remove Existing Barricade (Type III) 1 EA $ 145.00 $ 145.00 202-14 Remove Existing Willow Tree at Stone Creek Box Culvert 1 EA $ 485.00 $ 485.00 202-15 Remove Fence (Various Types) 1,135 LF $ 0.70 $ 794.50 202-16 Remove Existing Silt Fence 486 LF $ 0.60 $ 291.60 202-17 Remove Power Pole Anchors 6 EA $ 325.00 $ 1,950.00 202-18 Cap Irrigation Sprinklers 6 EA $ 16.00 $ 96.00 202-19 Remove Manhole Cone Section - Abandon Sewer 3 EA $ 415.00 $ 1,245.00 202-20 Remove and Dispose of 2" to 4" Sprinkler Pipe 1 LS $ 306.00 $ 306.00 203-01 Unclassified Excavation 11,535 CY $ 1.45 $ 16,725.75 203-02 Embankment -(CIP) 3,266 CY $ 1.38 $ 4,507.08 203-03 Haul & Dispose 8,269 CY $ 3.53 $ 29,189.57 203-04 Golf Course Grading 1 LS $ 1,500.00 $ 1,500.00 203-05 Borrow ABC (Class 5 or 6) - (CIP) 300 TON $ 9.90 $ 2,970.00 203-06 Muck Excavation - (CIP) 500 CY $ 14.70 $ 7,350.00 203-07 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 5,210 CY $ 3.34 $ 17,401.40 203-08 Topsoil - (Stripping, Haul Off -Site) 1,735 CY $ 3.53 $ 6,124.55 203-09 Temporary Access Road (Golf Course Maintenance Building) 1 LS $ 2,141.00 $ 2,141.00 203-10 Median Splashblock/ Hardscape Shaping - (CIP) 13,350 SF $ 0.42 $ 5,607.00 203-11 Grade Stone Creek Channel Flowline and Slopes 1 LS $ 1,181.00 $ 1,181.00 203-12 Graded Flow Channel (Park Property) 340 LF $ 1.75 $ 595.00 203-13 Potholing 1 LS $ 1,700.00 $ 1,700.00 203-14 Median Specialty Work (Excavation above Light and Power Duct Bank) 1,750 CY $ 1.25 $ 2,187.50 203-15 Flowfill Section Over Shallow Utilities 1,800 LF $ 18.25 $ 32,850.00 206-01 Structure Excavation 4,863 CY $ 1.65 $ 8,023.95 206-02 Borrow Structural Backfill Material (R-Value > 25) 3,800 CY $ 3.30 $ 12,540.00 206-03 Structural Backfill Flow Fill 250 CY $ 47.55 $ 11,887.50 206-04 Filter Material (1 1/2" Washed Rock) 372 TON $ 16.25 $ 6,045.00 206-05 Dewatering 1 LS $ 4,402.00 $ 4,402.00 206-06 Structure Haul and Dispose 4,863 CY $ 3.53 $ 17,166.39 206-07 Structure Muck Excavation 225 CY $ 3.60 $ 810.00 207-01 Wetland Topsoil 100 CY $ 9.85 $ 985.00 207-02 Import Topsoil Screened 3" Depth (BOC) - (CIP) 1,200 CY $ 17.05 $ 20,460.00 208-01 Erosion Control 1 LS $ 6,880.00 $ 6,880.00 210-01 Adjust Manhole Ring/Cover 11 EA $ 389.00 $ 4,279.00 Project: Lemay Avenue Widening Project Date: 2/5/2003 Spec/Item Number Description Estimated quantity Unit Unit Cost Item Cost 210-02 Modify Manhole 5 EA $ 1,090.00 $ 5,450.00 210-03 Adjust Valve Box (FCLWD) 19 EA $ 186.00 $ 3,534.00 210-04 Relocate Blow Off (FCLWD) 2 EA $ 1,526.00 $ 3,052.00 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 10,794 TON $ 11.32 $ 122,188.08 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 377 TON $ 11.63 $ 4,384.51 306-01 Reconditioning (8") 19,015 SY $ 1.35 $ 25,670.25 307-01 Flyash Subgrade Stabilization - (12%) 33,649 SY $ 4.72 $ 158,823.28 403-01 Hot Bituminous Pavement - Grading S (Y Depth) - (PG 64-28) 7,079 TON $ 39.05 $ 276,434.95 403-02 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64-22) 7,807 TON $ 32.70 $ 255,288.90 403-03 Asphalt Paver Patching - Grading S (Y Depth) - (PG 64-28) 215 TON $ 76.75 $ 16,501.25 403-04 Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64-22) 495 TON $ 76.75 $ 37,991.25 403-05 Asphalt Patching - Grading SG (4" Depth) - (PG 64-22) 69 TON $ 95.10 $ 6,561.90 403-06 80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth) 32 TON $ 123.80 $ 3,961.60 420-01 Geotextile Paving Membrane 9,000 SY $ 0.93 $ 8,370.00 420-02 Geogrid Stabilization Fabric 1,188 SY $ 3.40 $ 4,039.20 506-01 45'x80' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 It 1 LS $ 8,027.00 $ 8,027.00 506-02 22'x50' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 rt 1 LS $ 2,464.00 $ 2,464.00 506-03 10'x10' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 37+00 Lt 1 LS $ 298.00 $ 298.00 506-04 10'x25' Type L Rip Rap, 6" Top Soil (CIP Per Detail) Sta. 54+30 Ll 1 LS $ 645.00 $ 645.00 601-01 10' x 12' Pedestrian Underpass with Skylights 125 LF $ 1,631.05 $ 203,881.25 601-02 4' x 12' Pre Cast Box Culvert - Wingwalls / Paraphet Walls and Toe Walls 180 LF $ 963.05 $ 173,349.00 601-03 R & R Parapet Walls @ Stone Creek Box Culvert 25 LF $ 20.00 $ 500.00 603-01 15" ADS N-12 25 LF $ 24.75 $ 618.75 603-02 15" ADS N-12 FES with Grate 1 EA $ 300.00 $ 300.00 603-03 15" RCP Class III 300 LF $ 33.30 $ 9,990.00 603-04 18" RCP Class III 25 LF $ 37.75 $ 943.75 603-05 24" RCP Class III 18 LF $ 41.85 $ 753.30 603-06 24" RCP Class III FES with Grate 1 EA $ 810.00 $ 810.00 603-07 Remove and Reset Existing 30" ADS FES 1 EA $ 484.00 $ 484.00 603-08 Concrete Joint Encasements 4 EA $ 53.00 $ 212.00 603-09 Median Underdrain Pipe System - (4" Perforated Pipe) 870 LF $ 15.25 $ 13,267.50 603-10 Median Underdrain Pipe System - (4" Solid Pipe) 315 LF $ 10.00 $ 3,150.00 603-11 Connect 4" PVC Solid Median Underdrain to a new 4' Manhole 1 EA $ 415.00 $ 415.00 603-12 90 Degree PVC Bend (4") 1 EA $ 4.00 $ 4.00 603-13 18" PVC SDR-35 (or District equal) 30 LF $ 174.60 $ 5,238.00 604-01 10' Type R Inlet 1 EA $ 3,751.00 $ 3,751.00 604-02 Single Type 16 Combination Inlet 1 EA $ 2,201.00 $ 2,201.00 604-03 Double Type 16 Combination Inlet 1 EA $ 3,318.00 $ 3,318.00 604-04 Inlet in Retaining Wall with Trash Rack 1 EA $ 692.00 $ 692.00 604-05 4' Diameter Manhole 1 EA $ 1,544.00 $ 1,544.00 607-01 3 Rail Dowel Rail Fence with No Climb Fabric 467 LF $ 10.54 $ 4,922.18 607-02 Orange Safety Fence at Golf Course 1,739 LF $ 3.19 $ 5,547.41 607-03 Portable Chain Link Fence (6' High) 800 LF $ 2.20 $ 1,760.00 Project: Lemay Avenue Widening Project Date: 2/5/2003 Spec/Item Number Description Estimated Quantity Unit Unit Cost Item Cost 608-01 Concrete Sidewalk (6") 35,448 SF $ 2.20 $ 77,985.60 608-02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 SF $ 3.40 $ 17,924.80 608-03 Concrete Flatwork at Underpass (6" Thick) - (Grey) 4,672 SF $ 2.40 $ 11,212.80 608-04 Concrete Access Ramps with Truncated Dome (8") 6,293 SF $ 2.54 $ 15,984.22 608-05 Concrete Drive Approach (6") 800 SF $ 2.40 $ 1,920.00 608-06 Concrete Crosspan with Aprons (9 1/2") 7,621 SF $ 5.70 $ 43,439.70 608-07 Hi -Early Concrete (24 Hour) 222 CY $ 15.68 $ 3,480.96 608-08 Flowable Fill Concrete 600 CY $ 47.55 $ 28,530.00 608-09 Exposed Aggerate Median Splashblock (4") 14,017 SF $ 3.52 $ 49,339.84 608-10 Pedestrian Refuge Island 300 SF $ 5.51 $ 1,653.00 608-11 Patterned and Decorative Asphalt Crosswalks 2,650 SF $ 5.90 $ 15,635.00 609-01 Vertical Curb & Gutter (30") 7,177 LF $ 7.79 $ 55,908.83 609-02 Outfall Curb & Gutter (18") 5,689 LF $ 7.79 $ 44,317.31 609-03 Driveway Curb Cuts (25' Width) 3 EA $ 233.00 $ 699.00 609-04 R & R Vertical Curb and Gutter 150 LF $ 17.00 $ 2,550.00 609-05 R & R Drive -Over Curb and Gutter 100 LF $ 17.25 $ 1,725.00 618-01 Pressure Grouting 75 CY $ 7.00 $ 525.00 619-01 20" DIP Class 51 with Field Lock Gaskets 600 LF $ 59.55 $ 35,730.00 619-02 20" Butterfly Valve with Valve Box 2 EA $ 2,793.00 $ 5,586.00 619-03 20" 45 Degree Bend with Thrust Block & Mega -Lug 7 EA $ 1,648.00 $ 11,536.00 619-04 20" 22.5 Degree Bend with Thrust Block & Mega -Lug 2 EA $ 1,705.00 $ 3,410.00 619-05 2" Air Release Valve with Manhole and Vent (Per FCLWD) 1 EA $ 2,433.00 $ 2,433.00 619-06 Connect to Existing 20" DIP Main 2 EA $ 1,176.00 $ 2,352.00 619-07 Fire Hydrant Assembly 3 EA $ 2,699.00 $ 8,097.00 619-08 Blow -Off Assembly 1 EA $ 4,783.00 $ 4,783.00 619-09 Remove Existing 20" Valve (Deliver to FCLWD) 1 EA $ 310.00 $ 310.00 619-10 Steel Encase 20" DIP Live Water Main 36" x 3/8" Coated Casing (FCLWD) 18 LF $ 321.55 $ 5,787.90 619-11 3/4" Irrigation Tap and Meter Pit 2 EA $ 796.00 $ 1,592.00 619-12 6" PVC - C900 60 LF $ 35.70 $ 2,142.00 619-13 1 1/2" Water Service and Meter Pit 1 EA $ 3,056.00 $ 3,056.00 619-14 Wet Tap 6" x 20" Tapping Saddle, Valve and Box 1 EA $ 2,451.00 $ 2,451.00 619-15 , Cut 20" Valves In 2 EA $ 175.00 $ 350.00 Subtotal Lemay Avenue Quantities: $ 2,138,162.44 Landscaping Quantities: Irrigation System (This work does not include median irrigation) 1 LS $ 49,830.00 $ 49,830.00 2810-01 - Topsoil - Mix for Medians 1,420 CY $ 18.95 $ 26,909.00 - MSE Block Retaining Wall (Approx. 4' High) 365 LF $ 82.95 $ 30,276.75 - Concrete Retaining Wall (8' High) 602 LF $ 265.30 $ 159,710.60 - Restore Rock Areas For Private Owners 1 LS $ 1,008.00 $ 1,008.00 Subtotal Landscaping Quantities: $ 267,734.35 Project: Lemay Avenue Widening Project Date: 215/2003 Spec/Item Description Estimated Unit Unit Cost Item Cost Number Quantity Miscellaneous Quantities: - Contract Bond 1.00 LS $ 25,600.00 $ 25,600.00 625-01 Construction Surveying 1.00 LS $ 19,760.00 $ 19,760.00 626-01 Mobilization 1.00 LS $ 71,118.00 $ 71,118.00 630-01 Type III Barricades 630-02 Message Boards (7 boards for 20 days) 630-03 Traffic Control 2.00 SECTION $ 549.00 1.00 LS $ 25,586.00 1.00 LS $ 17,555.00 $ 1,098.00 $ 25,586.00 $ 17,555.00 Subtotal Misc. Quantities: $ 160,717.00 The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B X (the daily cost) = Contractor's bid for evaluation for the lowest successful bidder Where: A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cost for this Project = $4,109.00 A = Total Construction Cost (Lemay Avenue, Landscaping and Misc. Quantities) $ 2,566,613.79 B = Total number of calendar days bid = Total number of calendar days bid ( 120 ) X $4,109.00 = $ 493,080.00 TOTAL PROJECT COST = A + B X (the daily cost) = $ 3,059,693.79