Bid Tabulations
Letting of
02/23/2011
LA DOTD Headquarters
| Lead Project: 713-36-0106 | |
| Parish: Orleans | |
| Routes: | |
| Description: MARTIN ROAD BRIDGE OVER MORRISON CANAL | |
| Type Const: CLEARING AND GRUBBING, GRADING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $826,960.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36961 | Cycle Construction Co. L.L.C. | $1,053,700.00 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $1,159,723.80 |
| 3 | 52550 | Gibbs & Register Inc | $1,166,532.00 |
| 4 | 04435 | Thigpen Construction Co., Inc. | $1,237,877.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cycle Construction Co. L.L.C. |
- 2 - Boh Bros. Construction Co., LLC. |
- 3 - Gibbs & Register Inc |
- 4 - Thigpen Construction Co., Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 1,100.00 | 1,100.00 | 2,900.00 | 2,900.00 | 2,900.00 | 2,900.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00;39.4' X 49' PRECAST CONC BR) | 1 | EACH | 18,000.00 | 18,000.00 | 75,000.00 | 75,000.00 | 130,000.00 | 130,000.00 | 196,000.00 | 196,000.00 |
| 0003 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 48 | LNFT | 16.00 | 768.00 | 33.00 | 1,584.00 | 6.00 | 288.00 | 25.00 | 1,200.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 6 | SQYD | 65.00 | 390.00 | 175.00 | 1,050.00 | 50.00 | 300.00 | 100.00 | 600.00 |
| 0005 | 202-02-32000 | Removal of Paved Ditches | 263 | SQYD | 30.00 | 7,890.00 | 18.00 | 4,734.00 | 9.00 | 2,367.00 | 100.00 | 26,300.00 |
| 0006 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 155 | SQYD | 17.00 | 2,635.00 | 19.00 | 2,945.00 | 20.00 | 3,100.00 | 100.00 | 15,500.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 11,000.00 | 11,000.00 | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 30,000.00 | 30,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 127 | LNFT | 5.00 | 635.00 | 12.50 | 1,587.50 | 4.00 | 508.00 | 10.00 | 1,270.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 83.9 | TON | 250.00 | 20,975.00 | 275.00 | 23,072.50 | 210.00 | 17,619.00 | 250.00 | 20,975.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 918 | SQYD | 15.00 | 13,770.00 | 3.00 | 2,754.00 | 14.00 | 12,852.00 | 17.00 | 15,606.00 |
| 0011 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 2,300.00 | 4,600.00 | 1,500.00 | 3,000.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 |
| 0012 | 706-04-00100 | Handicapped Curb Ramps | 4 | EACH | 1,500.00 | 6,000.00 | 2,000.00 | 8,000.00 | 750.00 | 3,000.00 | 2,000.00 | 8,000.00 |
| 0013 | 707-03-00100 | Combination Concrete Curb and Gutter | 40 | LNFT | 63.00 | 2,520.00 | 75.00 | 3,000.00 | 33.00 | 1,320.00 | 40.00 | 1,600.00 |
| 0014 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | 297 | SQYD | 125.00 | 37,125.00 | 100.00 | 29,700.00 | 50.00 | 14,850.00 | 150.00 | 44,550.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 46 | SQYD | 119.00 | 5,474.00 | 135.00 | 6,210.00 | 85.00 | 3,910.00 | 100.00 | 4,600.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 75,000.00 | 75,000.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 5,800.00 | 580.00 | 5,100.00 | 510.00 | 5,000.00 | 500.00 | 1,000.00 | 100.00 |
| 0018 | 717-01-00100 | Seeding | 1 | LB | 240.00 | 240.00 | 210.00 | 210.00 | 230.00 | 230.00 | 100.00 | 100.00 |
| 0019 | 718-01-00100 | Fertilizer | 10 | LB | 23.00 | 230.00 | 25.00 | 250.00 | 20.00 | 200.00 | 100.00 | 1,000.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 175,000.00 | 175,000.00 | 115,000.00 | 115,000.00 | 110,000.00 | 110,000.00 | 120,000.00 | 120,000.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,000.00 | 19,000.00 | 80,000.00 | 80,000.00 | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 |
| 0022 | 803-05-00100 | Temporary Sheeting | 1 | LUMP | 145,200.00 | 145,200.00 | 48,900.00 | 48,900.00 | 95,000.00 | 95,000.00 | 30,000.00 | 30,000.00 |
| 0023 | 804-01-00200 | Precast Concrete Piles (14") | 1,120 | LNFT | 114.00 | 127,680.00 | 56.00 | 62,720.00 | 95.00 | 106,400.00 | 90.00 | 100,800.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 38,500.00 | 38,500.00 | 2,500.00 | 2,500.00 |
| 0025 | 805-10-00100 | Bridge Superstructure and Substructure (32' RDWY, 90 DEG XING; CIP, 15' SPAN) (INCL. SIDEWALK, SIDEWALK RAILING, CONCRETE WALLS) | 2 | SPAN | 104,000.00 | 208,000.00 | 160,000.00 | 320,000.00 | 140,000.00 | 280,000.00 | 110,000.00 | 220,000.00 |
| 0026 | 805-10-00100 | Bridge Superstructure and Substructure (32' RDWY, 90 DEG XING, CIP, 19' SPAN) (INCL. SIDEWALK, SIDEWALK RAILING) | 1 | SPAN | 122,000.00 | 122,000.00 | 116,000.00 | 116,000.00 | 140,000.00 | 140,000.00 | 135,000.00 | 135,000.00 |
| 0027 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,088 | INLF | 1.00 | 1,088.00 | 1.10 | 1,196.80 | 1.00 | 1,088.00 | 2.00 | 2,176.00 |
| 0028 | NS-700-00220 | Impact Attenuator (Kinetic) | 4 | EACH | 15,000.00 | 60,000.00 | 15,000.00 | 60,000.00 | 15,500.00 | 62,000.00 | 15,000.00 | 60,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (32' RDWY, 90 DEG XING) (W/ ASPHALT) | 2 | EACH | 16,500.00 | 33,000.00 | 45,000.00 | 90,000.00 | 35,000.00 | 70,000.00 | 30,000.00 | 60,000.00 |
| 0030 | NS-804-00001 | Vibration Monitoring | 16 | EACH | 550.00 | 8,800.00 | 650.00 | 10,400.00 | 600.00 | 9,600.00 | 500.00 | 8,000.00 |
| CONTRACTOR TOTAL | 1,053,700.00 | 1,159,723.80 | 1,166,532.00 | 1,237,877.00 | ||||||||