| |||
| Lead Project: 819-13-0006 | |||
| Parish: E FELICIANA | |||
| Routes: LA 956 | |||
| Description: LA 412 - LA 19 | |||
| Type Const:
grading, cement treated base course, superpave asphaltic concrete overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02214 | W. E. BLAIN & SONS, INC. | $880,966.96 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $939,505.50 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $986,465.45 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,023,351.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. BLAIN & SONS, INC. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 53 | SQYD | 33.00 | 1,749.00 | 50.00 | 2,650.00 | 25.00 | 1,325.00 | 36.80 | 1,950.40 |
| 203-08 | borrow (vehicular measurement) | 1,000 | CUYD | 17.50 | 17,500.00 | 10.00 | 10,000.00 | 10.00 | 10,000.00 | 11.20 | 11,200.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 600 | CUYD | 9.50 | 5,700.00 | 10.00 | 6,000.00 | 10.00 | 6,000.00 | 11.20 | 6,720.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,671 | CUYD | 32.50 | 54,307.50 | 25.00 | 41,775.00 | 30.00 | 50,130.00 | 34.67 | 57,933.57 |
| 502-01 | superpave asphaltic concrete | 10,434.9 | TON | 43.00 | 448,700.70 | 46.00 | 480,005.40 | 44.00 | 459,135.60 | 52.03 | 542,927.84 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
270.0 | TON | 76.00 | 20,520.00 | 65.00 | 17,550.00 | 78.00 | 21,060.00 | 142.67 | 38,520.90 |
| 713-01 | temporary signs & barricades | lump | LUMP | 17,000.00 | 17,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 4,935.40 | 4,935.40 |
| 713-03-E | temporary pavement markings (24" width) | 66 | LNFT | 0.90 | 59.40 | 1.00 | 66.00 | 0.80 | 52.80 | 0.96 | 63.36 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.000 | MILE | 420.00 | 5,040.00 | 300.00 | 3,600.00 | 350.00 | 4,200.00 | 150.00 | 1,800.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.792 | MILE | 295.00 | 233.64 | 300.00 | 237.60 | 100.00 | 79.20 | 314.00 | 248.68 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 19.604 | MILE | 422.00 | 8,272.88 | 300.00 | 5,881.20 | 100.00 | 1,960.40 | 450.00 | 8,821.80 |
| 722-01 | project site laboratory | 1 | EACH | 5,700.00 | 5,700.00 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 2,850.00 | 2,850.00 |
| 727-01 | mobilization | lump | LUMP | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 17,700.00 | 17,700.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 70.00 | 280.00 | 50.00 | 200.00 | 50.00 | 200.00 | 70.00 | 280.00 |
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 100.00 | 2,000.00 | 70.00 | 1,400.00 | 60.00 | 1,200.00 | 70.00 | 1,400.00 |
| 731-02 | reflectorized raised pavement markers | 613 | EACH | 5.10 | 3,126.30 | 6.00 | 3,678.00 | 4.50 | 2,758.50 | 5.44 | 3,334.72 |
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 2.94 | 64.68 | 4.00 | 88.00 | 2.50 | 55.00 | 3.14 | 69.08 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.736 | MILE | 1,760.00 | 27,695.36 | 2,000.00 | 31,472.00 | 1,600.00 | 25,177.60 | 1,880.00 | 29,583.68 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.264 | MILE | 750.00 | 198.00 | 825.00 | 217.80 | 750.00 | 198.00 | 790.00 | 208.56 |
| 735-01 | mailboxes | 19 | EACH | 1.00 | 19.00 | 2.00 | 38.00 | 5.00 | 95.00 | 13.00 | 247.00 |
| 735-02 | mailbox supports (single) | 19 | EACH | 115.00 | 2,185.00 | 120.00 | 2,280.00 | 135.00 | 2,565.00 | 257.00 | 4,883.00 |
| 739-01 | hydro-seeding | 2.90 | ACRE | 975.00 | 2,827.50 | 1,200.00 | 3,480.00 | 1,200.00 | 3,480.00 | 1,025.00 | 2,972.50 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 20,220.00 | 20,220.00 |
| S-001 | cement treated base course (12 in depth) | 54,197 | SQYD | 4.00 | 216,788.00 | 4.50 | 243,886.50 | 5.55 | 300,793.35 | 4.88 | 264,481.36 |
| CONTRACTOR TOTAL | 880,966.96 | 939,505.50 | 986,465.45 | 1,023,351.85 | |||||||