Proposal:H.010461.6
Parish:Concordia
Routes:LA 15
Description:LA 15: LA 910 - SLOCUM
Type Construction:GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, MILLING ASPHALT PAVEMENT, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALT CONCRETE PAVEMENT, ASPHALT SURFACE TREATMENT AND RELATED WORK.
Estimated Construction Cost:$5,853,949.90
| Rank | License | Bidder | Construction Bid |
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $5,450,585.50 |
| 2 | 05789 | D & J CONSTRUCTION CO., LLC | $5,911,605.47 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,059,391.95 |
| 4 | 02214 | W. E. BLAIN & SONS, INC. | $6,152,174.94 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Diamond B Construction Co., L.L.C. | - 2 -
D & J CONSTRUCTION CO., LLC | - 3 -
GILCHRIST CONSTRUCTION CO. LLC | - 4 -
W. E. BLAIN & SONS, INC. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-32000 | Removal of Paved Ditches | 90 | SQYD | 20.00 | 1,800.00 | 22.00 | 1,980.00 | 120.00 | 10,800.00 | 10.00 | 900.00 | | 0002 | 202-02-32140 | Removal of Pipe (Storm Drain) 15" RCP | 16 | LNFT | 15.00 | 240.00 | 16.00 | 256.00 | 15.00 | 240.00 | 9.00 | 144.00 | | 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 11,453 | CUYD | 25.00 | 286,325.00 | 20.00 | 229,060.00 | 30.00 | 343,590.00 | 36.00 | 412,308.00 | | 0005 | 204-02-00100 | Temporary Hay Bales | 50 | EACH | 16.00 | 800.00 | 30.00 | 1,500.00 | 16.00 | 800.00 | 23.00 | 1,150.00 | | 0006 | 204-06-00100 | Temporary Silt Fencing | 5,000 | LNFT | 2.00 | 10,000.00 | 4.00 | 20,000.00 | 2.00 | 10,000.00 | 3.00 | 15,000.00 | | 0007 | 303-02-00100 | Removal of Existing Patches | 3,000 | SQYD | 7.50 | 22,500.00 | 12.00 | 36,000.00 | 10.00 | 30,000.00 | 10.00 | 30,000.00 | | 0008 | 303-03-00400 | In-Place Cement Treated Base Course (12" Thick) | 39,508 | SQYD | 7.75 | 306,187.00 | 10.00 | 395,080.00 | 9.25 | 365,449.00 | 9.00 | 355,572.00 | | 0009 | 304-01-00100 | Lime | 311.13 | TON | 220.00 | 68,448.60 | 265.00 | 82,449.45 | 225.00 | 70,004.25 | 240.00 | 74,671.20 | | 0010 | 304-05-00100 | Lime Treatment (Type E) | 19,754 | SQYD | 1.75 | 34,569.50 | 5.00 | 98,770.00 | 4.25 | 83,954.50 | 3.45 | 68,151.30 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 129 | CUYD | 75.00 | 9,675.00 | 75.00 | 9,675.00 | 100.00 | 12,900.00 | 43.50 | 5,611.50 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 724.8 | CUYD | 60.00 | 43,488.00 | 25.00 | 18,120.00 | 55.00 | 39,864.00 | 42.00 | 30,441.60 | | 0013 | 502-01-00100 | Asphalt Concrete | 25,495.9 | TON | 87.50 | 2,230,891.25 | 92.00 | 2,345,622.80 | 90.00 | 2,294,631.00 | 90.50 | 2,307,378.95 | | 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 114.8 | TON | 200.00 | 22,960.00 | 185.00 | 21,238.00 | 90.00 | 10,332.00 | 250.00 | 28,700.00 | | 0015 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 22,340 | GAL | 2.45 | 54,733.00 | 2.60 | 58,084.00 | 2.40 | 53,616.00 | 2.35 | 52,499.00 | | 0016 | 507-02-00300 | Aggregate (S3) | 72,063 | SQYD | 1.00 | 72,063.00 | 0.84 | 60,532.92 | 1.00 | 72,063.00 | 0.95 | 68,459.85 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 110,296 | SQYD | 2.90 | 319,858.40 | 2.50 | 275,740.00 | 4.00 | 441,184.00 | 4.20 | 463,243.20 | | 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -11,138 | CUYD | 1.00 | -11,138.00 | 1.00 | -11,138.00 | 0.10 | -1,113.80 | 0.10 | -1,113.80 | | 0019 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 3,152 | SQYD | 97.00 | 305,744.00 | 140.00 | 441,280.00 | 120.00 | 378,240.00 | 110.00 | 346,720.00 | | 0020 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 144 | LNFT | 95.00 | 13,680.00 | 100.00 | 14,400.00 | 380.00 | 54,720.00 | 91.00 | 13,104.00 | | 0021 | 701-15-00100 | Concrete Collar | 2 | EACH | 800.00 | 1,600.00 | 1,000.00 | 2,000.00 | 1,700.00 | 3,400.00 | 750.00 | 1,500.00 | | 0022 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 3,000.00 | 9,000.00 | 3,200.00 | 9,600.00 | 3,800.00 | 11,400.00 | 2,900.00 | 8,700.00 | | 0023 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 240 | SQYD | 100.00 | 24,000.00 | 150.00 | 36,000.00 | 185.00 | 44,400.00 | 105.00 | 25,200.00 | | 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 38,000.00 | 38,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | | 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 21.094 | MILE | 125.00 | 2,636.75 | 200.00 | 4,218.80 | 220.00 | 4,640.68 | 510.00 | 10,757.94 | | 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.548 | MILE | 350.00 | 6,141.80 | 400.00 | 7,019.20 | 1.00 | 17.55 | 420.00 | 7,370.16 | | 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 55.118 | MILE | 500.00 | 27,559.00 | 100.00 | 5,511.80 | 1.00 | 55.12 | 630.00 | 34,724.34 | | 0028 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,475 | EACH | 1.50 | 2,212.50 | 2.00 | 2,950.00 | 1.75 | 2,581.25 | 1.00 | 1,475.00 | | 0029 | 716-01-00100 | Mulch (Vegetative) | 13 | TON | 725.00 | 9,425.00 | 700.00 | 9,100.00 | 750.00 | 9,750.00 | 740.00 | 9,620.00 | | 0030 | 717-01-00100 | Seeding | 300 | LB | 12.00 | 3,600.00 | 12.00 | 3,600.00 | 13.00 | 3,900.00 | 12.10 | 3,630.00 | | 0031 | 718-01-00100 | Fertilizer | 6,150 | LB | 0.50 | 3,075.00 | 0.45 | 2,767.50 | 0.50 | 3,075.00 | 0.46 | 2,829.00 | | 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 225 | SQYD | 2.20 | 495.00 | 5.00 | 1,125.00 | 2.10 | 472.50 | 2.10 | 472.50 | | 0033 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,500.00 | 3,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | | 0034 | 726-01-00100 | Bedding Material | 38 | CUYD | 100.00 | 3,800.00 | 100.00 | 3,800.00 | 150.00 | 5,700.00 | 100.00 | 3,800.00 | | 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 64,000.00 | 64,000.00 | 250,000.00 | 250,000.00 | 420,000.00 | 420,000.00 | 260,000.00 | 260,000.00 | | 0036 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 120 | SQFT | 28.00 | 3,360.00 | 30.00 | 3,600.00 | 26.00 | 3,120.00 | 19.00 | 2,280.00 | | 0037 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 50.00 | 400.00 | 100.00 | 800.00 | 46.00 | 368.00 | 60.00 | 480.00 | | 0038 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 40 | EACH | 100.00 | 4,000.00 | 100.00 | 4,000.00 | 100.00 | 4,000.00 | 84.00 | 3,360.00 | | 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,191 | EACH | 5.50 | 6,550.50 | 7.00 | 8,337.00 | 6.00 | 7,146.00 | 5.00 | 5,955.00 | | 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.293 | MILE | 3,400.00 | 68,996.20 | 4,000.00 | 81,172.00 | 3,300.00 | 66,966.90 | 3,400.00 | 68,996.20 | | 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.495 | MILE | 1,000.00 | 6,495.00 | 1,800.00 | 11,691.00 | 1,000.00 | 6,495.00 | 1,000.00 | 6,495.00 | | 0042 | 735-01-00100 | Mailboxes | 1 | EACH | 1.00 | 1.00 | 25.00 | 25.00 | 2.00 | 2.00 | 1.00 | 1.00 | | 0043 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 165.00 | 165.00 | 850.00 | 850.00 | 160.00 | 160.00 | 850.00 | 850.00 | | 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 21,000.00 | 21,000.00 | | 0045 | NS-201-00001 | Tree and Stump Removal (Under 36" - 36" Diameter) | 1 | EACH | 2,200.00 | 2,200.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 1,900.00 | 1,900.00 | | 0046 | NS-701-00002 | Trench Excavation Safety Protection (Depth > 5 feet) | 144 | LNFT | 2.00 | 288.00 | 2.00 | 288.00 | 22.00 | 3,168.00 | 2.00 | 288.00 | | 0047 | 203-01-00100 | General Excavation | 12,800 | CUYD | 8.95 | 114,560.00 | 12.00 | 153,600.00 | 11.00 | 140,800.00 | 6.50 | 83,200.00 | | 0048 | 203-03-00100 | Embankment | 33,100 | CUYD | 37.00 | 1,224,700.00 | 34.00 | 1,125,400.00 | 30.00 | 993,000.00 | 38.50 | 1,274,350.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 5,450,585.50 | | 5,911,605.47 | | 6,059,391.95 | | 6,152,174.94 |
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