| |||
| Lead Project: 012-09-0014 | |||
| Parish: ACADIA | |||
| Routes: US 190 | |||
| Description: JEFFERSON DAVIS PARISH LINE - EVANGELINE PARISH LINE | |||
| Type Const:
asphaltic surface treatment, pavement patching, superpave asphaltic concrete pavement overlay, and related work | |||
| Estimated Construction Cost: $471,990.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $406,518.59 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $534,056.70 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $565,663.80 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $627,950.94 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 350 | CUYD | 10.00 | 3,500.00 | 50.00 | 17,500.00 | 18.00 | 6,300.00 | 25.00 | 8,750.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 174.00 | 696.00 | 200.00 | 800.00 | 350.00 | 1,400.00 | 200.00 | 800.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
10 | CUYD | 598.00 | 5,980.00 | 100.00 | 1,000.00 | 120.00 | 1,200.00 | 200.00 | 2,000.00 |
| 502-01 | superpave asphaltic concrete | 3,029.3 | TON | 78.50 | 237,800.05 | 88.00 | 266,578.40 | 98.00 | 296,871.40 | 110.00 | 333,223.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
100.0 | TON | 122.00 | 12,200.00 | 150.00 | 15,000.00 | 150.00 | 15,000.00 | 230.00 | 23,000.00 |
| 507-01 | asphaltic material (type e) | 8,537 | GAL | 2.63 | 22,452.31 | 3.00 | 25,611.00 | 4.50 | 38,416.50 | 4.25 | 36,282.25 |
| 507-02-B | aggregate (s2) | 12,554 | SQYD | 2.37 | 29,752.98 | 2.50 | 31,385.00 | 1.65 | 20,714.10 | 1.90 | 23,852.60 |
| 507-02-C | aggregate (s3) | 12,554 | SQYD | 2.10 | 26,363.40 | 2.50 | 31,385.00 | 1.50 | 18,831.00 | 1.75 | 21,969.50 |
| 509-01 | cold planing asphaltic pavement | 1,200 | SQYD | 4.45 | 5,340.00 | 13.00 | 15,600.00 | 11.50 | 13,800.00 | 8.00 | 9,600.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 25 | CUYD | 8.17 | - 204.25 | 0.01 | - 0.25 | 0.10 | - 2.50 | 0.01 | - 0.25 |
| 510-01-C | pavement patching (15" minimum thickness) | 200 | SQYD | 85.00 | 17,000.00 | 140.00 | 28,000.00 | 157.00 | 31,400.00 | 160.00 | 32,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 2,625.00 | 2,625.00 | 30,000.00 | 30,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.646 | MILE | 564.00 | 928.34 | 400.00 | 658.40 | 150.00 | 246.90 | 350.00 | 576.10 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.646 | MILE | 262.50 | 432.08 | 0.01 | 0.02 | 300.00 | 493.80 | 1.00 | 1.65 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.292 | MILE | 577.50 | 1,901.13 | 0.01 | 0.03 | 600.00 | 1,975.20 | 1.00 | 3.29 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 222 | EACH | 0.37 | 82.14 | 2.00 | 444.00 | 2.50 | 555.00 | 2.00 | 444.00 |
| 727-01 | mobilization | lump | LUMP | 8,700.00 | 8,700.00 | 30,000.00 | 30,000.00 | 56,500.00 | 56,500.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 145.00 | 580.00 | 100.00 | 400.00 | 65.00 | 260.00 | 70.00 | 280.00 |
| 731-02 | reflectorized raised pavement markers | 112 | EACH | 10.50 | 1,176.00 | 15.00 | 1,680.00 | 12.00 | 1,344.00 | 6.00 | 672.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.646 | MILE | 4,200.00 | 6,913.20 | 4,000.00 | 6,584.00 | 5,000.00 | 8,230.00 | 2,900.00 | 4,773.40 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.823 | MILE | 735.00 | 604.91 | 700.00 | 576.10 | 800.00 | 658.40 | 800.00 | 658.40 |
| 735-01 | mailboxes | 5 | EACH | 1.05 | 5.25 | 1.00 | 5.00 | 1.00 | 5.00 | 25.00 | 125.00 |
| 735-02 | mailbox supports (single) | 4 | EACH | 173.25 | 693.00 | 200.00 | 800.00 | 200.00 | 800.00 | 200.00 | 800.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 204.75 | 204.75 | 300.00 | 300.00 | 225.00 | 225.00 | 240.00 | 240.00 |
| 739-01 | hydro-seeding | 0.60 | ACRE | 3,308.00 | 1,984.80 | 5,000.00 | 3,000.00 | 5,000.00 | 3,000.00 | 4,000.00 | 2,400.00 |
| 740-01 | construction layout | lump | LUMP | 2,165.00 | 2,165.00 | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 12,000.00 | 12,000.00 |
| S-001 | rumble strips (ground-in) | 1.7 | MILE | 2,625.00 | 4,462.50 | 7,500.00 | 12,750.00 | 3,200.00 | 5,440.00 | 5,000.00 | 8,500.00 |
| S-002 | surface preparation | lump | LUMP | 12,180.00 | 12,180.00 | 10,000.00 | 10,000.00 | 28,500.00 | 28,500.00 | 35,000.00 | 35,000.00 |
| CONTRACTOR TOTAL | 406,518.59 | 534,056.70 | 565,663.80 | 627,950.94 | |||||||