| |||
| Lead Project: 151-01-0007 | |||
| Parish: RAPIDES | |||
| Routes: LA 8, LA 1200 | |||
| Description: MINOR OVERLAYS NEAR BOYCE (CM) | |||
| Type Const: asphaltic surface treatment, asphaltic concrete wearing course, and related | |||
| Estimated Construction Cost: $627,462.52 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $708,283.47 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $726,741.73 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $757,357.48 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - D & J CONSTRUCTION CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 700 | CUYD | 20.00 | 14,000.00 | 20.00 | 14,000.00 | 10.00 | 7,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3 | CUYD | 125.00 | 375.00 | 150.00 | 450.00 | 300.00 | 900.00 | ||
| 502-01 | superpave asphaltic concrete | 3,836.3 | TON | 82.00 | 314,576.60 | 89.00 | 341,430.70 | 95.00 | 364,448.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
28.0 | TON | 200.00 | 5,600.00 | 200.00 | 5,600.00 | 295.00 | 8,260.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 17,883 | GAL | 3.20 | 57,225.60 | 2.50 | 44,707.50 | 2.15 | 38,448.45 | ||
| 507-02-B | aggregate (s2) | 26,299 | SQYD | 1.00 | 26,299.00 | 1.50 | 39,448.50 | 1.40 | 36,818.60 | ||
| 507-02-C | aggregate (s3) | 26,299 | SQYD | 0.85 | 22,354.15 | 1.50 | 39,448.50 | 1.40 | 36,818.60 | ||
| 509-01 | cold planing asphaltic pavement | 847 | SQYD | 7.00 | 5,929.00 | 16.00 | 13,552.00 | 12.00 | 10,164.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 26 | CUYD | 0.02 | - 0.52 | 0.10 | - 2.60 | 0.01 | - 0.26 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 50 | SQYD | 98.00 | 4,900.00 | 200.00 | 10,000.00 | 75.00 | 3,750.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 700 | SQYD | 110.00 | 77,000.00 | 120.00 | 84,000.00 | 125.00 | 87,500.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.464 | MILE | 350.00 | 512.40 | 150.00 | 219.60 | 250.00 | 366.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.589 | MILE | 350.00 | 906.15 | 325.00 | 841.43 | 300.00 | 776.70 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 6.194 | MILE | 1.00 | 6.19 | 550.00 | 3,406.70 | 1.00 | 6.19 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 773 | EACH | 1.60 | 1,236.80 | 2.00 | 1,546.00 | 1.60 | 1,236.80 | ||
| 716-01-A | mulch (vegetative) | 3.6 | TON | 525.00 | 1,890.00 | 500.00 | 1,800.00 | 500.00 | 1,800.00 | ||
| 717-01 | seeding | 54 | LB | 8.00 | 432.00 | 8.00 | 432.00 | 8.00 | 432.00 | ||
| 718-01 | fertilizer | 1,804 | LB | 0.60 | 1,082.40 | 0.60 | 1,082.40 | 0.60 | 1,082.40 | ||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 521 | EACH | 5.50 | 2,865.50 | 6.00 | 3,126.00 | 8.00 | 4,168.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,807 | LNFT | 1.00 | 2,807.00 | 1.25 | 3,508.75 | 3.50 | 9,824.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 741 | LNFT | 3.50 | 2,593.50 | 3.25 | 2,408.25 | 6.00 | 4,446.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.211 | MILE | 2,800.00 | 8,990.80 | 2,500.00 | 8,027.50 | 3,000.00 | 9,633.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.294 | MILE | 850.00 | 1,099.90 | 750.00 | 970.50 | 1,000.00 | 1,294.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 5 | EACH | 190.00 | 950.00 | 165.00 | 825.00 | 400.00 | 2,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 3,300.00 | 3,300.00 | ||
| S-001 | saw cutting | 19,710 | INFT | 1.20 | 23,652.00 | 0.30 | 5,913.00 | 0.40 | 7,884.00 | ||
| S-002 | surface preparation | lump | LUMP | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | ||
| CONTRACTOR TOTAL | 708,283.47 | 726,741.73 | 757,357.48 | ||||||||