| |||
| Lead Project: 801-27-0004 | |||
| Parish: ACADIA | |||
| Routes: LA 370 | |||
| Description: JCT LA 365 - JCT LA 368 | |||
| Type Const:
grading, drainage structures, in-place cement stabilized base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $1,607,872.37 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,069,648.83 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $1,176,827.82 |
| 3 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $1,212,835.44 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $1,326,363.83 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,329,086.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - H & S CONSTRUCTION CO., INC. |
- 3 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 4 - PRAIRIE CONTRACTORS INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-I | removal of cross drain pipe arch(24" equiv. cmpa) | 48 | LNFT | 28.00 | 1,344.00 | 15.00 | 720.00 | 36.75 | 1,764.00 | 60.00 | 2,880.00 |
| 202-02-J | removal of cross drain pipe arch(60" equiv. cmpa) | 48 | LNFT | 28.00 | 1,344.00 | 26.00 | 1,248.00 | 63.00 | 3,024.00 | 60.00 | 2,880.00 |
| 203-08 | borrow (vehicular measurement) | 250 | CUYD | 12.00 | 3,000.00 | 10.00 | 2,500.00 | 12.60 | 3,150.00 | 15.00 | 3,750.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 100 | CUYD | 12.00 | 1,200.00 | 10.00 | 1,000.00 | 12.60 | 1,260.00 | 15.00 | 1,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 1.00 | 6.00 | 80.00 | 480.00 | 400.00 | 2,400.00 | 800.00 | 4,800.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 41,031 | SQYD | 4.50 | 184,639.50 | 5.20 | 213,361.20 | 4.64 | 190,383.84 | 6.00 | 246,186.00 |
| 303-02 | removal of existing patches | 200 | SQYD | 1.00 | 200.00 | 18.00 | 3,600.00 | 25.00 | 5,000.00 | 20.00 | 4,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,235 | CUYD | 22.00 | 27,170.00 | 25.00 | 30,875.00 | 72.00 | 88,920.00 | 40.00 | 49,400.00 |
| 502-01 | superpave asphaltic concrete | 7,528.0 | TON | 79.00 | 594,712.00 | 76.00 | 572,128.00 | 84.00 | 632,352.00 | 79.00 | 594,712.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
110.0 | TON | 175.00 | 19,250.00 | 121.00 | 13,310.00 | 145.00 | 15,950.00 | 175.00 | 19,250.00 |
| 509-01 | cold planing asphaltic pavement | 35,700 | SQYD | 0.99 | 35,343.00 | 1.90 | 67,830.00 | 0.50 | 17,850.00 | 1.86 | 66,402.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,860 | CUYD | 0.01 | - 18.60 | 0.01 | - 18.60 | 1.50 | - 2,790.00 | 0.01 | - 18.60 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 48 | LNFT | 150.00 | 7,200.00 | 89.00 | 4,272.00 | 156.00 | 7,488.00 | 180.00 | 8,640.00 |
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 48 | LNFT | 350.00 | 16,800.00 | 250.00 | 12,000.00 | 312.00 | 14,976.00 | 400.00 | 19,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 6,350.00 | 6,350.00 | 35,000.00 | 35,000.00 | 3,224.00 | 3,224.00 | 6,000.00 | 6,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.090 | MILE | 1.00 | 9.09 | 325.00 | 2,954.25 | 90.00 | 818.10 | 1.00 | 9.09 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.003 | MILE | 0.01 | 0.06 | 318.89 | 1,914.30 | 315.00 | 1,890.95 | 1.00 | 6.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 13.178 | MILE | 0.01 | 0.13 | 574.00 | 7,564.17 | 630.00 | 8,302.14 | 1.00 | 13.18 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,675.00 | 3,675.00 | 5,000.00 | 5,000.00 |
| 726-01 | bedding material | 25.6 | CUYD | 75.00 | 1,920.00 | 55.00 | 1,408.00 | 105.00 | 2,688.00 | 100.00 | 2,560.00 |
| 727-01 | mobilization | lump | LUMP | 54,500.00 | 54,500.00 | 65,442.00 | 65,442.00 | 30,520.00 | 30,520.00 | 150,000.00 | 150,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 89.00 | 356.00 | 80.50 | 322.00 | 150.00 | 600.00 |
| 731-02 | reflectorized raised pavement markers | 405 | EACH | 4.50 | 1,822.50 | 5.91 | 2,393.55 | 5.00 | 2,025.00 | 5.00 | 2,025.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.589 | MILE | 2,150.00 | 14,166.35 | 2,562.72 | 16,885.76 | 2,257.50 | 14,874.67 | 2,400.00 | 15,813.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.001 | MILE | 700.00 | 2,100.70 | 945.08 | 2,836.19 | 735.00 | 2,205.74 | 800.00 | 2,400.80 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | 2,166.00 | 2,166.00 | 100.00 | 100.00 |
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 25,523.00 | 25,523.00 | 100.00 | 100.00 |
| S-001 | cement treatment(12" thick) | 20,442 | SQYD | 4.05 | 82,790.10 | 4.00 | 81,768.00 | 6.50 | 132,873.00 | 5.78 | 118,154.76 |
| CONTRACTOR TOTAL | 1,069,648.83 | 1,176,827.82 | 1,212,835.44 | 1,326,363.83 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-I | removal of cross drain pipe arch(24" equiv. cmpa) | 48 | LNFT | 25.00 | 1,200.00 | ||||||
| 202-02-J | removal of cross drain pipe arch(60" equiv. cmpa) | 48 | LNFT | 25.00 | 1,200.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 250 | CUYD | 30.00 | 7,500.00 | ||||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 100 | CUYD | 30.00 | 3,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 200.00 | 1,200.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 41,031 | SQYD | 5.50 | 225,670.50 | ||||||
| 303-02 | removal of existing patches | 200 | SQYD | 15.00 | 3,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,235 | CUYD | 50.00 | 61,750.00 | ||||||
| 502-01 | superpave asphaltic concrete | 7,528.0 | TON | 85.00 | 639,880.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
110.0 | TON | 200.00 | 22,000.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 35,700 | SQYD | 1.15 | 41,055.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,860 | CUYD | 0.01 | - 18.60 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 48 | LNFT | 150.00 | 7,200.00 | ||||||
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 48 | LNFT | 440.00 | 21,120.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 4,000.00 | 4,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.090 | MILE | 325.00 | 2,954.25 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.003 | MILE | 300.00 | 1,800.90 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 13.178 | MILE | 500.00 | 6,589.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 7,500.00 | 7,500.00 | ||||||
| 726-01 | bedding material | 25.6 | CUYD | 100.00 | 2,560.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 85.00 | 340.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 405 | EACH | 5.50 | 2,227.50 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.589 | MILE | 2,300.00 | 15,154.70 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.001 | MILE | 850.00 | 2,550.85 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| S-001 | cement treatment(12" thick) | 20,442 | SQYD | 6.00 | 122,652.00 | ||||||
| CONTRACTOR TOTAL | 1,329,086.10 | ||||||||||