Proposal:H.012649.6
Parish:East Feliciana
Routes:LA 959
Description:LA 959: LA 67 - LA 63
Type Construction:CLEARING AND GRUBBING, DRAINAGE STRUCTURES, MILLING ASPHALT PAVEMENT, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, IN-PLACE CEMENT TREATED SUBGRADE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$8,471,119.78
| Rank | License | Bidder | Construction Bid |
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $8,062,755.99 |
| 2 | 06276 | Barriere Construction Co., LLC | $8,925,854.40 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $9,274,468.20 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Diamond B Construction Co., L.L.C. | - 2 -
Barriere Construction Co., LLC | - 3 -
Barber Bros. Contracting Co., L.L.C | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 0.1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | | 0002 | 202-02-06040 | Removal of Concrete Box Headwall STA 23+89 | 2 | EACH | 3,500.00 | 7,000.00 | 3,500.00 | 7,000.00 | 10,000.00 | 20,000.00 | | 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 10 | SQYD | 186.00 | 1,860.00 | 275.00 | 2,750.00 | 20.00 | 200.00 | | 0004 | 202-02-14500 | Removal of Guard Rail | 2,256 | LNFT | 8.50 | 19,176.00 | 6.00 | 13,536.00 | 7.00 | 15,792.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) (CMPA - 24", 30", 36", 42", 48", 60", 72") (CMP - 18", 30") (RCP - 36") | 2,334 | LNFT | 8.00 | 18,672.00 | 1.00 | 2,334.00 | 17.00 | 39,678.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 6,215 | CUYD | 22.00 | 136,730.00 | 30.00 | 186,450.00 | 22.00 | 136,730.00 | | 0007 | 203-10-00100 | Cleaning Existing Ditches | 4,700 | LNFT | 8.00 | 37,600.00 | 10.00 | 47,000.00 | 8.00 | 37,600.00 | | 0008 | 204-02-00100 | Temporary Hay Bales | 211 | EACH | 16.00 | 3,376.00 | 15.00 | 3,165.00 | 15.00 | 3,165.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 5,271 | LNFT | 1.55 | 8,170.05 | 1.40 | 7,379.40 | 1.50 | 7,906.50 | | 0010 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 132,971 | SQYD | 8.25 | 1,097,010.75 | 11.00 | 1,462,681.00 | 11.00 | 1,462,681.00 | | 0011 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 23.00 | 6,900.00 | 9.00 | 2,700.00 | 15.00 | 4,500.00 | | 0012 | 304-01-00100 | Lime | 1,319.4 | TON | 215.00 | 283,671.00 | 251.00 | 331,169.40 | 200.00 | 263,880.00 | | 0013 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 93,080 | SQYD | 2.55 | 237,354.00 | 2.70 | 251,316.00 | 1.00 | 93,080.00 | | 0014 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 66,485.5 | SQYD | 7.15 | 475,371.33 | 8.15 | 541,856.83 | 9.15 | 608,342.33 | | 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,589 | CUYD | 74.00 | 117,586.00 | 55.00 | 87,395.00 | 30.00 | 47,670.00 | | 0016 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 1,100 | CUYD | 82.00 | 90,200.00 | 1.00 | 1,100.00 | 60.00 | 66,000.00 | | 0017 | 502-01-00100 | Asphalt Concrete | 35,946.1 | TON | 70.00 | 2,516,227.00 | 77.00 | 2,767,849.70 | 85.00 | 3,055,418.50 | | 0018 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,456.1 | TON | 135.00 | 196,573.50 | 145.00 | 211,134.50 | 150.00 | 218,415.00 | | 0019 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 86,489 | GAL | 2.60 | 224,871.40 | 2.57 | 222,276.73 | 2.90 | 250,818.10 | | 0020 | 507-02-00200 | Aggregate (S2) | 127,189 | SQYD | 1.05 | 133,548.45 | 1.00 | 127,189.00 | 1.15 | 146,267.35 | | 0021 | 507-02-00300 | Aggregate (S3) | 127,189 | SQYD | 0.80 | 101,751.20 | 0.80 | 101,751.20 | 0.90 | 114,470.10 | | 0022 | 509-01-00100 | Milling Asphalt Pavement | 115,823 | SQYD | 3.30 | 382,215.90 | 3.40 | 393,798.20 | 3.75 | 434,336.25 | | 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -12,053 | CUYD | 1.00 | -12,053.00 | 20.00 | -241,060.00 | 0.10 | -1,205.30 | | 0024 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 300 | SQYD | 75.00 | 22,500.00 | 115.00 | 34,500.00 | 95.00 | 28,500.00 | | 0025 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 48 | LNFT | 310.00 | 14,880.00 | 125.00 | 6,000.00 | 145.00 | 6,960.00 | | 0026 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 152 | LNFT | 155.00 | 23,560.00 | 130.00 | 19,760.00 | 225.00 | 34,200.00 | | 0027 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 464 | LNFT | 175.00 | 81,200.00 | 150.00 | 69,600.00 | 165.00 | 76,560.00 | | 0028 | 701-01-01061 | Cross Drain Pipe (42" RCP) | 232 | LNFT | 260.00 | 60,320.00 | 170.00 | 39,440.00 | 260.00 | 60,320.00 | | 0029 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 280 | LNFT | 265.00 | 74,200.00 | 240.00 | 67,200.00 | 270.00 | 75,600.00 | | 0030 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 336 | LNFT | 330.00 | 110,880.00 | 300.00 | 100,800.00 | 325.00 | 109,200.00 | | 0031 | 701-01-02162 | Cross Drain Pipe (48" RCP/RPVCP or 54" CMP) CMP ONLY | 74 | LNFT | 275.00 | 20,350.00 | 235.00 | 17,390.00 | 295.00 | 21,830.00 | | 0032 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 280 | LNFT | 235.00 | 65,800.00 | 170.00 | 47,600.00 | 250.00 | 70,000.00 | | 0033 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 96 | LNFT | 375.00 | 36,000.00 | 225.00 | 21,600.00 | 312.00 | 29,952.00 | | 0034 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 56 | LNFT | 455.00 | 25,480.00 | 320.00 | 17,920.00 | 330.00 | 18,480.00 | | 0035 | 701-02-01140 | Cross Drain Pipe Arch (72" Equiv. RCPA) | 436 | LNFT | 350.00 | 152,600.00 | 375.00 | 163,500.00 | 430.00 | 187,480.00 | | 0036 | 701-02-01160 | Cross Drain Pipe Arch (84" Equiv. RCPA) | 56 | LNFT | 615.00 | 34,440.00 | 775.00 | 43,400.00 | 770.00 | 43,120.00 | | 0037 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) RCP ONLY | 16 | LNFT | 210.00 | 3,360.00 | 125.00 | 2,000.00 | 225.00 | 3,600.00 | | 0038 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 16 | LNFT | 340.00 | 5,440.00 | 140.00 | 2,240.00 | 200.00 | 3,200.00 | | 0039 | 701-15-00100 | Concrete Collar | 1 | EACH | 2,800.00 | 2,800.00 | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | | 0040 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 1,984 | LNFT | 12.75 | 25,296.00 | 0.01 | 19.84 | 0.50 | 992.00 | | 0041 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 16,000.00 | 16,000.00 | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | | 0042 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,040 | LNFT | 42.00 | 43,680.00 | 38.00 | 39,520.00 | 40.00 | 41,600.00 | | 0043 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,501 | LNFT | 25.00 | 37,525.00 | 23.00 | 34,523.00 | 25.00 | 37,525.00 | | 0044 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 500 | LNFT | 100.00 | 50,000.00 | 76.00 | 38,000.00 | 80.00 | 40,000.00 | | 0045 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 20 | EACH | 2,775.00 | 55,500.00 | 3,200.00 | 64,000.00 | 3,400.00 | 68,000.00 | | 0046 | 707-04-00100 | Asphalt Curb | 270 | LNFT | 18.00 | 4,860.00 | 25.00 | 6,750.00 | 30.00 | 8,100.00 | | 0047 | 711-03-00400 | Riprap (55 lb) | 360 | TON | 85.00 | 30,600.00 | 90.00 | 32,400.00 | 120.00 | 43,200.00 | | 0048 | 711-03-00500 | Riprap (130 lb) | 120 | TON | 105.00 | 12,600.00 | 105.00 | 12,600.00 | 150.00 | 18,000.00 | | 0049 | 711-04-00100 | Geotextile Fabric | 418 | SQYD | 1.00 | 418.00 | 1.00 | 418.00 | 3.00 | 1,254.00 | | 0050 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 88,500.00 | 88,500.00 | 330,000.00 | 330,000.00 | 225,000.00 | 225,000.00 | | 0051 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 66 | LNFT | 0.25 | 16.50 | 2.00 | 132.00 | 2.20 | 145.20 | | 0052 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.4 | MILE | 154.00 | 2,833.60 | 300.00 | 5,520.00 | 350.00 | 6,440.00 | | 0053 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 13.8 | MILE | 1.00 | 13.80 | 250.00 | 3,450.00 | 115.00 | 1,587.00 | | 0054 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 19.982 | MILE | 1.00 | 19.98 | 550.00 | 10,990.10 | 285.00 | 5,694.87 | | 0055 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,300 | EACH | 1.55 | 2,015.00 | 2.00 | 2,600.00 | 2.50 | 3,250.00 | | 0056 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 | | 0057 | 726-01-00100 | Bedding Material | 1,703 | CUYD | 75.00 | 127,725.00 | 90.00 | 153,270.00 | 60.00 | 102,180.00 | | 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 178,000.00 | 178,000.00 | 500,000.00 | 500,000.00 | 380,000.00 | 380,000.00 | | 0059 | 729-16-00200 | Object Marker Assembly (Type 2) | 74 | EACH | 55.00 | 4,070.00 | 50.00 | 3,700.00 | 85.00 | 6,290.00 | | 0060 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 85.00 | 1,700.00 | 80.00 | 1,600.00 | 90.00 | 1,800.00 | | 0061 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,025 | EACH | 4.55 | 9,213.75 | 5.50 | 11,137.50 | 5.50 | 11,137.50 | | 0062 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 22 | LNFT | 6.50 | 143.00 | 6.50 | 143.00 | 6.50 | 143.00 | | 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 33.864 | MILE | 2,250.00 | 76,194.00 | 2,375.00 | 80,427.00 | 2,400.00 | 81,273.60 | | 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.6 | MILE | 900.00 | 4,140.00 | 700.00 | 3,220.00 | 750.00 | 3,450.00 | | 0065 | 732-05-00100 | Removal of Existing Markings | 0.083 | MILE | 4,925.00 | 408.78 | 6,000.00 | 498.00 | 6,000.00 | 498.00 | | 0066 | 735-01-00100 | Mailboxes | 96 | EACH | 1.00 | 96.00 | 1.00 | 96.00 | 16.00 | 1,536.00 | | 0067 | 735-02-00100 | Mailbox Supports (Single) | 92 | EACH | 120.00 | 11,040.00 | 115.00 | 10,580.00 | 115.00 | 10,580.00 | | 0068 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 155.00 | 310.00 | 150.00 | 300.00 | 190.00 | 380.00 | | 0069 | 739-01-00100 | Hydro-Seeding | 3.02 | ACRE | 1,600.00 | 4,832.00 | 1,500.00 | 4,530.00 | 1,400.00 | 4,228.00 | | 0070 | 740-01-00100 | Construction Layout | 1 | LUMP | 47,500.00 | 47,500.00 | 75,000.00 | 75,000.00 | 25,000.00 | 25,000.00 | | 0071 | 805-16-01700 | Reinforced Concrete Box Culverts (Extension) (7' x 7') | 112 | LNFT | 1,900.00 | 212,800.00 | 1,000.00 | 112,000.00 | 1,400.00 | 156,800.00 | | 0072 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (63' X 11') | 2 | EACH | 55,000.00 | 110,000.00 | 40,000.00 | 80,000.00 | 30,000.00 | 60,000.00 | | 0073 | NS-500-00300 | Traffic Maintenance Asphalt Concrete | 330 | TON | 82.00 | 27,060.00 | 150.00 | 49,500.00 | 100.00 | 33,000.00 | | 0074 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 708 | INLF | 3.00 | 2,124.00 | 1.00 | 708.00 | 0.90 | 637.20 | | 0075 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 4 | EACH | 9,600.00 | 38,400.00 | 12,000.00 | 48,000.00 | 12,000.00 | 48,000.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 8,062,755.99 | | 8,925,854.40 | | 9,274,468.20 |
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