| |||
| Lead Project: 802-05-0014 | |||
| Parish: ALLEN | |||
| Routes: LA 372 | |||
| Description: L.M. 0.00 - L.M. 3.69 | |||
| Type Const:
grading, superpave asphaltic concrete pavement, cold planing asphaltic concrete, and related work. | |||
| Estimated Construction Cost: $761,359.64 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $860,260.97 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $928,334.09 |
| 3 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $1,115,238.49 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - R. E. HEIDT CONSTRUCTION CO., INC. |
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-H | removal of guard rail | 250 | LNFT | 10.00 | 2,500.00 | 10.00 | 2,500.00 | 14.00 | 3,500.00 | 6.00 | 1,500.00 |
| 203-08 | borrow (vehicular measurement) | 100 | CUYD | 50.00 | 5,000.00 | 48.00 | 4,800.00 | 78.00 | 7,800.00 | 38.00 | 3,800.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,607 | CUYD | 65.00 | 104,455.00 | 82.00 | 131,774.00 | 80.00 | 128,560.00 | 81.93 | 131,661.51 |
| 502-01 | superpave asphaltic concrete | 7,252.6 | TON | 76.50 | 554,823.90 | 84.00 | 609,218.40 | 103.00 | 747,017.80 | 80.36 | 582,818.94 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
14.1 | TON | 200.00 | 2,820.00 | 350.00 | 4,935.00 | 380.00 | 5,358.00 | 765.17 | 10,788.90 |
| 509-01 | cold planing asphaltic pavement | 900 | SQYD | 20.00 | 18,000.00 | 8.00 | 7,200.00 | 5.00 | 4,500.00 | 10.18 | 9,162.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 22 | CUYD | 0.01 | - 0.22 | 1.00 | - 22.00 | 7.00 | - 154.00 | 1.00 | - 22.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 40.00 | 4,000.00 | 34.00 | 3,400.00 | 33.00 | 3,300.00 | 36.10 | 3,610.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 76.0 | LNFT | 60.00 | 4,560.00 | 54.00 | 4,104.00 | 50.35 | 3,826.60 | 55.31 | 4,203.56 |
| 704-03 | blocked out guard rail | 175.0 | LNFT | 20.00 | 3,500.00 | 19.00 | 3,325.00 | 18.02 | 3,153.50 | 19.80 | 3,465.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 2,014.00 | 8,056.00 | 2,212.46 | 8,849.84 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | 3,351.00 | 3,351.00 | 3,680.84 | 3,680.84 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.690 | MILE | 400.00 | 1,476.00 | 400.00 | 1,476.00 | 881.00 | 3,250.89 | 391.60 | 1,445.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.550 | MILE | 1.00 | 3.55 | 1.00 | 3.55 | 467.00 | 1,657.85 | 689.21 | 2,446.70 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.140 | MILE | 1.00 | 0.14 | 1.00 | 0.14 | 933.00 | 130.62 | 1,378.43 | 192.98 |
| 724-01-B | pavement patching (12" minimum thickness) | 500 | SQYD | 100.00 | 50,000.00 | 110.00 | 55,000.00 | 135.00 | 67,500.00 | 74.55 | 37,275.00 |
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 |
| 729-16-B | object marker assembly (type 2) | 22 | EACH | 75.00 | 1,650.00 | 68.00 | 1,496.00 | 64.00 | 1,408.00 | 69.87 | 1,537.14 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 | 74.20 | 296.80 | 81.51 | 326.04 |
| 731-02 | reflectorized raised pavement markers | 488 | EACH | 5.20 | 2,537.60 | 6.00 | 2,928.00 | 6.00 | 2,928.00 | 8.15 | 3,977.20 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.140 | MILE | 3,000.00 | 420.00 | 2,900.00 | 406.00 | 2,767.00 | 387.38 | 4,088.29 | 572.36 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.550 | MILE | 1,500.00 | 5,325.00 | 1,400.00 | 4,970.00 | 1,383.00 | 4,909.65 | 2,042.57 | 7,251.12 |
| 740-01 | construction layout | lump | LUMP | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 5,531.15 | 5,531.15 |
| 744-01 | traffic control management | lump | LUMP | 1.00 | 1.00 | 30,000.00 | 30,000.00 | 26,100.00 | 26,100.00 | 10,000.00 | 10,000.00 |
| S-103 | cleaning and resealing existing longitudinal pavement joints (bridges) |
76 | LNFT | 15.00 | 1,140.00 | 10.00 | 760.00 | 14.50 | 1,102.00 | 15.72 | 1,194.72 |
| S-104 | cleaning and resealing existing transverse pavement joints (bridges) |
72 | LNFT | 15.00 | 1,080.00 | 11.00 | 792.00 | 14.50 | 1,044.00 | 15.72 | 1,131.84 |
| S-122 | sawing and sealing longitudinal joints in asphaltic concrete overlay (bridges) |
76 | LNFT | 6.00 | 456.00 | 11.00 | 836.00 | 5.30 | 402.80 | 5.82 | 442.32 |
| S-123 | sawing and sealing transverse joints in asphaltic concrete overlay (bridges) |
120 | LNFT | 6.00 | 720.00 | 7.00 | 840.00 | 5.30 | 636.00 | 5.82 | 698.40 |
| S-127 | sawcuts in asphaltic concrete lifts (bridges) | 196 | LNFT | 2.00 | 392.00 | 2.00 | 392.00 | 1.10 | 215.60 | 1.16 | 227.36 |
| CONTRACTOR TOTAL | 860,260.97 | 928,334.09 | 1,115,238.49 | IRREGULAR | |||||||