Bid Tabulations
Letting of
10/10/2012
LA DOTD Headquarters
| Lead Project: H.009643.6 | |
| Parish: St. Mary | |
| Routes: LA 87 | |
| Description: LA 87: LA 670 - LA 324 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $2,842,603.89 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $2,675,858.48 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,714,548.69 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $2,878,511.71 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Coastal Bridge Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 53 | SQYD | 10.00 | 530.00 | 55.00 | 2,915.00 | 20.00 | 1,060.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (APPROX. STA. 55+77) | 50 | LNFT | 15.00 | 750.00 | 15.00 | 750.00 | 50.00 | 2,500.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 200 | CUYD | 20.00 | 4,000.00 | 23.00 | 4,600.00 | 35.00 | 7,000.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 46 | EACH | 140.00 | 6,440.00 | 115.00 | 5,290.00 | 110.00 | 5,060.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 56,462 | SQYD | 4.75 | 268,194.50 | 7.00 | 395,234.00 | 5.50 | 310,541.00 |
| 0006 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 9,240 | SQYD | 10.30 | 95,172.00 | 15.00 | 138,600.00 | 10.00 | 92,400.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,773.4 | CUYD | 30.50 | 84,588.70 | 47.00 | 130,349.80 | 30.00 | 83,202.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 30.50 | 6,100.00 | 51.00 | 10,200.00 | 30.00 | 6,000.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 15,623 | TON | 84.00 | 1,312,332.00 | 84.00 | 1,312,332.00 | 75.00 | 1,171,725.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,419.4 | TON | 80.00 | 113,552.00 | 143.00 | 202,974.20 | 1.00 | 1,419.40 |
| 0011 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 37,182 | GAL | 3.75 | 139,432.50 | 3.50 | 130,137.00 | 3.50 | 130,137.00 |
| 0012 | 507-02-00200 | Aggregate (S2) | 54,680 | SQYD | 1.00 | 54,680.00 | 0.95 | 51,946.00 | 0.90 | 49,212.00 |
| 0013 | 507-02-00300 | Aggregate (S3) | 54,680 | SQYD | 0.80 | 43,744.00 | 0.72 | 39,369.60 | 0.70 | 38,276.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 55,986 | SQYD | 2.25 | 125,968.50 | 1.00 | 55,986.00 | 4.00 | 223,944.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,054 | CUYD | 0.10 | -505.40 | 10.00 | -50,540.00 | 0.01 | -50.54 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 450 | SQYD | 82.70 | 37,215.00 | 82.00 | 36,900.00 | 50.00 | 22,500.00 |
| 0017 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 50 | LNFT | 290.00 | 14,500.00 | 330.00 | 16,500.00 | 230.00 | 11,500.00 |
| 0018 | 701-08-00100 | Relaying Pipe | 4 | LNFT | 160.00 | 640.00 | 130.00 | 520.00 | 400.00 | 1,600.00 |
| 0019 | 701-15-00100 | Concrete Collar | 1 | EACH | 475.00 | 475.00 | 775.00 | 775.00 | 1,500.00 | 1,500.00 |
| 0020 | 706-02-00200 | Concrete Drive (6" Thick) | 25 | SQYD | 70.00 | 1,750.00 | 115.00 | 2,875.00 | 70.00 | 1,750.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 41,200.00 | 41,200.00 | 16,000.00 | 16,000.00 | 125,000.00 | 125,000.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.642 | MILE | 300.00 | 2,592.60 | 170.00 | 1,469.14 | 165.00 | 1,425.93 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.981 | MILE | 220.00 | 1,095.82 | 200.00 | 996.20 | 410.00 | 2,042.21 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.871 | MILE | 440.00 | 12,263.24 | 400.00 | 11,148.40 | 510.00 | 14,214.21 |
| 0025 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,149 | EACH | 1.65 | 1,895.85 | 1.50 | 1,723.50 | 1.50 | 1,723.50 |
| 0026 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 0027 | 726-01-00100 | Bedding Material | 10 | CUYD | 125.00 | 1,250.00 | 105.00 | 1,050.00 | 120.00 | 1,200.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 165,000.00 | 165,000.00 | 88,600.00 | 88,600.00 | 275,000.00 | 275,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 76 | EACH | 100.00 | 7,600.00 | 80.00 | 6,080.00 | 65.00 | 4,940.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,132 | EACH | 5.00 | 5,660.00 | 4.75 | 5,377.00 | 5.50 | 6,226.00 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.936 | MILE | 2,620.00 | 36,512.32 | 2,400.00 | 33,446.40 | 2,500.00 | 34,840.00 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.49 | MILE | 765.00 | 1,904.85 | 705.00 | 1,755.45 | 900.00 | 2,241.00 |
| 0033 | 735-01-00100 | Mailboxes | 29 | EACH | 1.00 | 29.00 | 1.00 | 29.00 | 15.00 | 435.00 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 37 | EACH | 140.00 | 5,180.00 | 130.00 | 4,810.00 | 130.00 | 4,810.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,100.00 | 10,100.00 | 6,000.00 | 6,000.00 | 100,000.00 | 100,000.00 |
| 0036 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,148 | INLF | 1.25 | 1,435.00 | 2.00 | 2,296.00 | 1.00 | 1,148.00 |
| 0037 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 3,914 | CUYD | 16.50 | 64,581.00 | 11.00 | 43,054.00 | 35.00 | 136,990.00 |
| CONTRACTOR TOTAL | 2,675,858.48 | 2,714,548.69 | 2,878,511.71 | |||||||