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HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (10)Project: Lemay Avenue Widening Project Date: 2/5/2003 W Spec/Item Estimate Number Description d Unit Unit Cost Item Cost Quantity Lemav Avenue Widening Quantities: 202-01 Remove Pipe (RCP, CMP, PVC) 180 LF $5.40 $972.00 202-02 Remove Existing Wingwalls at Stone Creek Box Culvert 2 EA $1,230.00 $2,460.00 202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert 2 EA $320.00 $640.00 202-04 Remove Vertical Curb And Gutter 3,056 LF $1.20 $3,667.20 202-05 Remove Concrete Sidewalk 7,898 SF $0.52 $4,106.96 202-06 Remove Crosspan and Aprons 8,386 SF $0.46 $3,857.56 202-07 Remove Asphalt Sidewalk (4" Thick) 15,280 SF $0.38 $5,806.40 202-08 Asphalt Taper Mill (0"-2" Depth) 420 SY $2.80 $1,176.00 202-09 Rotomill Asphalt Pavement (0"-2" Depth) 7,715 SY $0.97 $7,483.55 202-10 Rotomill Asphalt Pavement (5"-10" Depth) 14,600 SY $1.50 $21,900.00 202-11 Remove Existing Rip -Rap 2,941 SF $0.45 $1,323.45 202-12 Remove Trash Pile at South Ridge Greens Golf Course 1 LS $490.00 $490.00 202-13 Remove Existing Barricade (Type Ill) 1 EA $78.00 $78.00' 202-14 Remove Existing Willow Tree at Stone Creek Box Culvert 1 EA $710.00 $710.00 202-15 Remove Fence (Various Types) 1,135 LF $0.51 $578.85 202-16 Remove Existing Silt Fence 486 LF $0.51 $247.86 202-17 Remove Power Pole Anchors 6 EA $300.00 $1,800.00 202-18 Cap Irrigation Sprinklers 6 EA $27.00 $162.00 202-19 Remove Manhole Cone Section - Abandon Sewer 3 EA $630.00 $1,890.00 202-20 Remove and Dispose of 2" to 4" Sprinkler Pipe 1 LS $330.00 $330.00' 203-01 Unclassified Excavation 11,535 CY $2.10 $24,223.50 203-02 Embankment - (CIP) 3,266 CY $1.80 $5,878.80 203-03 Haul & Dispose 8,269 CY $1.60 $13,230.40 203-04 Golf Course Grading 1 LS $920.00 $920.00 203-05 Borrow ABC (Class 5 or 6) - (CIP) 300 TON $10.00 $3,000.00 203-06 Muck Excavation - (CIP) 500 CY $11.00 $5,500.00 203-07 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 5,210 CY $4.00 $20,840.00 203-08 Topsoil - (Stripping, Haul Off -Site) 1,735 CY $5.70 $9,889.50 203-09 Temporary Access Road (Golf Course Maintenance Building) 1 LS $920.00 $920.00 203-10 Median Splashblock/ Hardscape Shaping - (CIP) 13,350 SF $1.10 $14,685.00 203-11 Grade Stone Creek Channel Flowline and Slopes 1 LS $2,250.00 $2,250.00 203-12 Graded Flow Channel (Park Property) 340 LF $5.10 $1,734.00 203-13 Potholing 1 LS $2,280.00 $2,280.00 203-14 Median Specialty Work (Excavation above Light and Power Duct Bank) 1,750 CY $4.30 $7,525.00 203-15 Flowfill Section Over Shallow Utilities 1,800 LF $13.00 $23,400.00 206-01 Structure Excavation 4,863 CY $8.70 $42,308.10 206-02 Borrow Structural Backfill Material (R-Value > 25) 3,800 CY $9.90 $37,620.00 206-03 Structural Backfill Flow Fill 250 CY $56.00 $14,000.00 206-04 Filter Material (1 1/2" Washed Rock) 372 TON $13.00 $4,836.00 206-05 Dewatering 1 LS $9,020.00 $9,020.00 206-06 Structure Haul and Dispose 4,863 CY $1.20 $5,835.60 206-07 Structure Muck Excavation 225 CY $9.90 $2,227.50 207-01 Wetland Topsoil 100 CY $6.10 $610.00 207-02 Import Topsoil Screened 3" Depth (BOC) - (CIP) 1,200 CY $20.00 $24,000.00 208-01 Erosion Control 1 LS $6,950.00 $6,950.00 $0.00 210-01 Adjust Manhole Ring/Cover 11 EA $340.00 $3,740.00 210-02 Modify Manhole 5 EA $590.00 $2,950.00 210-03 Adjust Valve Box (FCLWD) 19 EA $290.00 $5,510.00 210-04 Relocate Blow Off (FCLWD) 2 EA $2,460.00 $4,920.00 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 10,794 TON $9.80 $105,781.20 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 377 TON $12.00 $4,524.0 306-01 Reconditioning (8") 19,015 SY $1.60 $30,424.00 307-01 Flyash Subgrade Stabilization - (12%) 33,649 SY $4.60 $154,785.40 403-01 Hot Bituminous Pavement - Grading S (3" Depth) - (PG 64-28) 7,079 TON $35.00 $247,765.00 403-02 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64.22) 7,807 TON $29.00 $226,403.00 403-03 Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28) 215 TON $53.00 $11,395.00 403-04 Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64-22) 495 TON $46.00 $22,770.00 403-05 Asphalt Patching - Grading SG (4" Depth) - (PG 64-22) 69 TON $73.00 $5,037.00 403-06 80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth) 32 TON $73.00 $2,336.00 420-01 Geotextile Paving Membrane 9,000 SY $1.30 $11,700.00 420-02 Geogrid Stabilization Fabric 1,188 SY $3.80 $4,514.40 506-01 45'x80' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 It 1 LS $5,930.00 $5,930.00 506-02 22'x50' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 rt 1 LS $1,860.00 $1,860.00 506-03 10'x10' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 37+00 Lt 1 LS $250.00 $250.00 506-04 10'x25' Type L Rip Rap, 6" Top Soil (CIP Per Detail) Sta. 54+30 Lt 1 LS $450. 00 $450.00 601-01 10' x 12' Pedestrian Underpass with Skylights 125 LF $1,830.00 $228,750.00 601-02 4' x 12' Pre Cast Box Culvert - Wingwalls / Paraphet Walls and Toe Walls 180 LF $1,160.00 $208,800.00 601-03 R & R Parapet Walls @ Stone Creek Box Culvert 25 LF $450.00 _ $11,250.00 603-01 15" ADS N-12 25 LF $28.00 $700.00 603-02 15" ADS N-12 FES with Grate 1 EA $470. 00 $470.00 603-03 15" RCP Class III 300 LF $26.00 $7,800.00 603-04 18" RCP Class III 25 LF $28.00 $700.00 603-05 24" RCP Class III 18 LF $38.00 $684.00 603-06 24" RCP Class III FES with Grate 1 EA $720.00 $720.00 603-07 Remove and Reset Existing 30" ADS FES 1 EA $93.00 $93.00 603-08 Concrete Joint Encasements 4 EA $420.00 $1,680.00 603-09 Median Underdrain Pipe System - (4" Perforated Pipe) 870 LF $28.00 $24,360.00 603-10 Median Underdrain Pipe System - (4" Solid Pipe) 315 LF $27.00 $8,505.00 603-11 Connect 4" PVC Solid Median Underdrain to a new 4' Manhole 1 EA $890.00 $890.00 603-12 90 Degree PVC Bend (4") 1 EA $2.00 $2.00 603-13 18" PVC SDR-35 (or District equal) 30 LF $92.00 $2,760.00 604-01 10' Type R Inlet 1 EA $3,550.00 $3,550.00 604-02 Single Type 16 Combination Inlet 1 EA $2,170.00 $2,170.00 604-03 Double Type 16 Combination Inlet 1 EA $3,150.00 $3,150.00 604-04 Inlet in Retaining Wall with Trash Rack 1 EA $700.00 $700.00 604-05 4' Diameter Manhole 1 EA $1,860.00 $1,860.00 607-01 3 Rail Dowel Rail Fence with No Climb Fabric 467 LF $7.00 $3,269.00 607-02 Orange Safety Fence at Golf Course 1,739 LF $3.00 $5,217.00 607-03 Portable Chain Link Fence (6' High) 800 LF $3.00 $2,400.00 608-01 Concrete Sidewalk (6") 35,448 SF $2.70 $95,709.60 608-02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 SF $3.70 $19,506.40 608-03 Concrete Flatwork at Underpass (6" Thick) - (Grey) 4,672 SF $3.00 $14,016.00 608-04 Concrete Access Ramps with Truncated Dome (8") 6,293 SF $4.60 $28,947.80 608-05 Concrete Drive Approach (6") 800 SF $3.20 $2,560.00 608-06 Concrete Crosspan with Aprons (9 1/2") 7,621 SF $6.00 $45,726.00 608-07 Hi -Early Concrete (24 Hour) 222 CY $22.00 $4,884.00 608-08 Flowable Fill Concrete 600 CY $50.00 $30,000.00 608-09 Exposed Aggerate Median Splashblock (4") 14,017 SF $4.60 $64,478.20 608-10 Pedestrian Refuge Island 300 SF $4.40 $1,320.00 608-11 Patterned and Decorative Asphalt Crosswalks 2,650 SF $6.10 $16,165.00 609-01 Vertical Curb & Gutter (30") 7,177 LF $9.50 $68,181.50 609-02 Outfail Curb & Gutter (18") 5,689 LF $9.10 $51,769.90 609-03 Driveway Curb Cuts (25' Width) 3 EA $250.00 $750.00 609-04 R & R Vertical Curb and Gutter 150 LF $19.00 $2,850.00 609-05 R & R Drive -Over Curb and Gutter 100 LF $19.00 $1,900.00 618-01 Pressure Grouting 75 CY $180.00 $13,500.00 619-01 20" DIP Class 51 with Field Lock Gaskets 600 LF $65.00 $39,000.00 619-02 20" Butterfly Valve with Valve Box 2 EA $2,730.00 $5,460.00 619-03 20" 45 Degree Bend with Thrust Block & Mega -Lug 7 EA $1,520.00 $10,640.00 619-04 20" 22.5 Degree Bend with Thrust Block & Mega -Lug 2 EA $1,580.00 $3,160.00 619-05 2" Air Release Valve with Manhole and Vent (Per FCLWD) 1 EA $3,130.00 $3,130.00 619-06 Connect to Existing 20" DIP Main 2 EA $2,980.00 $5,960.00 619-07 Fire Hydrant Assembly 3 EA $2,250.00 $6,750.00 619-08 Blow -Off Assembly 1 EA $3,250.00 $3,250.00 619-09 Remove Existing 20" Valve (Deliver to FCLWD) 1 EA $140.00 $140.00 619-10 Steel Encase 20" DIP Live Water Main 36" x 3/8" Coated Casing (FCLWD) 18 LF $240.00 $4,320.00 619-11 3/4" Irrigation Tap and Meter Pit 2 EA $1,370.00 $2,740.00 619-12 6" PVC - C900 60 LF $19.00 $1,140.00 619-13 1 1/2" Water Service and Meter Pit 1 EA $2,060.00 $2,060.00 619-14 Wet Tap 6" x 20" Tapping Saddle, Valve and Box 1 EA $2,710.00 $2,710.00 619-15 Cut 20" Valves In 2 EA $360.00 $720.00 Subtotal Lemay Avenue Quantities: $ $2,270,332.63 Landscaping Quantities: 2810-01 Irrigation System (This work does not Include median Irrigation) 1 LS 50,600 $50,600.00 - Topsoil - Mix for Medians 1,420 CY 15 $21,300.00 MSE Block Retaining Wall (Approx. 4' High) 365 LF 63 $22,995.00 Concrete Retaining Wall (8' High) Restore Rock Areas For Private Owners 01J : 602 1 LF 240 $144,480.00 LS 580 $580.00 Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Type III Barricades 630-02 Message Boards (7 boards for 20 days) 630-03 Traffic Control Subtotal Landscaping Quantities: 1.00 1.00 1.00 $ $239,955 LS 16,300 $16,300.00 LS 13,100 $13,100.00 LS 88,000 $88,000.00 2.00 SECTION 570 $1,140.00 1.00 LS 23,500 $23,500.00 1.00 LS 40,900 $40,900.00 Subtotal Misc. Quantities: $ $182,940.00 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) $ $2,693,228 B = Total number of calendar days bid = Total number of calendar days bid ( 112.0 ) X $4,109.00 = $ $460,208 TOTAL PROJECT COST = A + B X (the daily cost) = $ $3,153,436