| |||
| Lead Project: 450-37-0020 | |||
| Parish: ST CHARLES | |||
| Routes: I-310 | |||
| Description: MISS. RIVER BRIDGE(LULING) DECK TEST SECTION & JOINT REPAIRS | |||
| Type Const:
bridge roadway surface replacment, bridge roadway concrete test section installation, expansion joint repairs, and replacement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,172,202.20 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,934,921.40 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,703,311.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - BARRIERE CONSTRUCTION CO., LLC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 131,000.00 | 131,000.00 | 154,000.00 | 154,000.00 | 200,000.00 | 200,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 194,000.00 | 194,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 160 | EACH | 9.00 | 1,440.00 | 30.00 | 4,800.00 | 10.00 | 1,600.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.110 | MILE | 2,450.00 | 2,719.50 | 5,000.00 | 5,550.00 | 3,000.00 | 3,330.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.070 | MILE | 1,100.00 | 77.00 | 4,000.00 | 280.00 | 2,000.00 | 140.00 | ||
| S-101 | construction layout | lump | lump | 9,000.00 | 9,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| S-102 | asphalt pavement removal(sta. 265+53 to sta. 269+25 southbound) |
1,581 | SQYD | 55.00 | 86,955.00 | 190.00 | 300,390.00 | 30.00 | 47,430.00 | ||
| S-103 | pmac dense graded hot mix asphalt(sta. 265+53 to 269+25 southbound) |
131.8 | TON | 275.00 | 36,245.00 | 400.00 | 52,720.00 | 500.00 | 65,900.00 | ||
| S-104 | epoxy underlayment system(type "a") | 7,986 | SQFT | 19.30 | 154,129.80 | 12.00 | 95,832.00 | 20.00 | 159,720.00 | ||
| S-105 | epoxy underlayment system(type "b") | 4,330 | SQFT | 23.00 | 99,590.00 | 15.00 | 64,950.00 | 20.00 | 86,600.00 | ||
| S-106 | steel fiber reinforced concrete | 82.22 | CUYD | 1,550.00 | 127,441.00 | 2,370.00 | 194,861.40 | 1,500.00 | 123,330.00 | ||
| S-108 | saw cut and seal pmac | 4,846 | LNFT | 3.15 | 15,264.90 | 3.00 | 14,538.00 | 3.50 | 16,961.00 | ||
| S-109 | asphalt pavement removal(general open roadways) | 60 | SQYD | 214.00 | 12,840.00 | 200.00 | 12,000.00 | 30.00 | 1,800.00 | ||
| S-110 | pmac dense graded hot mix asphalt(general open roadways) |
60 | SQYD | 200.00 | 12,000.00 | 300.00 | 18,000.00 | 125.00 | 7,500.00 | ||
| S-111 | repair e2 expansion joints (sta. 269+25) | lump | LUMP | 38,500.00 | 38,500.00 | 160,000.00 | 160,000.00 | 64,000.00 | 64,000.00 | ||
| S-112 | replace e1 southbound expansion joint (sta. 241+80) | lump | LUMP | 170,000.00 | 170,000.00 | 300,000.00 | 300,000.00 | 310,000.00 | 310,000.00 | ||
| S-113 | replace e1 northbound expansion joint (sta. 241+80) | lump | LUMP | 200,000.00 | 200,000.00 | 333,000.00 | 333,000.00 | 390,000.00 | 390,000.00 | ||
| CONTRACTOR TOTAL | 1,172,202.20 | 1,934,921.40 | 2,703,311.00 | ||||||||