| |||
| DBE GOAL FED | |||
| Lead Project: 022-05-0050 | |||
| Parish: LASALLE | |||
| Routes: US 84 | |||
| Description: JCT LA 459 - LA 8 EAST | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, asphaltic surface treatment, pavement patching and related work | |||
| Estimated Construction Cost: $2,761,045.41 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,654,626.24 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,884,826.87 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,133,903.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - 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 | 38 | LNFT | 40.00 | 1,520.00 | 40.00 | 1,520.00 | 6.00 | 228.00 | ||
| 203-07 | borrow (vehicular measurement) | 271 | CUYD | 30.00 | 8,130.00 | 14.00 | 3,794.00 | 40.00 | 10,840.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
484 | CUYD | 35.00 | 16,940.00 | 56.00 | 27,104.00 | 55.00 | 26,620.00 | ||
| 502-01 | superpave asphaltic concrete | 10,396.4 | TON | 73.00 | 758,937.20 | 85.00 | 883,694.00 | 82.00 | 852,504.80 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,025.9 | TON | 73.00 | 147,890.70 | 85.00 | 172,201.50 | 125.00 | 253,237.50 | ||
| 507-01-A | asphaltic material (crs-2p cold applied emulsion) | 45,014 | GAL | 2.10 | 94,529.40 | 2.70 | 121,537.80 | 2.50 | 112,535.00 | ||
| 507-02-B | aggregate (s2) | 115,420 | SQYD | 1.20 | 138,504.00 | 0.88 | 101,569.60 | 1.75 | 201,985.00 | ||
| 509-01 | cold planing asphaltic pavement | 87,628 | SQYD | 1.00 | 87,628.00 | 1.65 | 144,586.20 | 1.50 | 131,442.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,740 | CUYD | 0.01 | - 27.40 | 0.01 | - 27.40 | 0.10 | - 274.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 367 | SQYD | 125.00 | 45,875.00 | 70.00 | 25,690.00 | 95.00 | 34,865.00 | ||
| 510-01-C | pavement patching (18" minimum thickness) | 483 | SQYD | 150.00 | 72,450.00 | 75.00 | 36,225.00 | 145.00 | 70,035.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 530.0 | LNFT | 35.00 | 18,550.00 | 36.00 | 19,080.00 | 35.00 | 18,550.00 | ||
| 704-03 | blocked out guard rail | 1,237.5 | LNFT | 18.00 | 22,275.00 | 20.00 | 24,750.00 | 18.00 | 22,275.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 50.00 | 10,000.00 | 60.00 | 12,000.00 | 55.00 | 11,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,000.00 | 16,000.00 | 2,100.00 | 16,800.00 | 2,000.00 | 16,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.134 | MILE | 225.00 | 1,380.15 | 450.00 | 2,760.30 | 500.00 | 3,067.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.018 | MILE | 300.00 | 1,505.40 | 1.00 | 5.02 | 300.00 | 1,505.40 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 16.594 | MILE | 1.00 | 16.59 | 1.00 | 16.59 | 500.00 | 8,297.00 | ||
| 717-01 | seeding | 2 | LB | 500.00 | 1,000.00 | 22.00 | 44.00 | 100.00 | 200.00 | ||
| 718-01 | fertilizer | 30 | LB | 35.00 | 1,050.00 | 1.70 | 51.00 | 10.00 | 300.00 | ||
| 726-01 | bedding material | 41.7 | CUYD | 90.00 | 3,753.00 | 100.00 | 4,170.00 | 115.00 | 4,795.50 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 | 134,000.00 | 134,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 80.00 | 640.00 | 75.00 | 600.00 | ||
| 731-02 | reflectorized raised pavement markers | 811 | EACH | 7.00 | 5,677.00 | 5.80 | 4,703.80 | 5.00 | 4,055.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.594 | MILE | 2,200.00 | 36,506.80 | 2,900.00 | 48,122.60 | 2,300.00 | 38,166.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.018 | MILE | 1,300.00 | 6,523.40 | 970.00 | 4,867.46 | 700.00 | 3,512.60 | ||
| 735-01 | mailboxes | 28 | EACH | 10.00 | 280.00 | 10.00 | 280.00 | 1.00 | 28.00 | ||
| 735-02 | mailbox supports (single) | 20 | EACH | 130.00 | 2,600.00 | 145.00 | 2,900.00 | 125.00 | 2,500.00 | ||
| 735-03 | mailbox supports (double) | 4 | EACH | 250.00 | 1,000.00 | 185.00 | 740.00 | 160.00 | 640.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 18.69 | CUYD | 1,200.00 | 22,428.00 | 1,200.00 | 22,428.00 | 2,500.00 | 46,725.00 | ||
| 805-12-Y | reinforced concrete box culverts (12'x 5') | 23.0 | LNFT | 750.00 | 17,250.00 | 1,300.00 | 29,900.00 | 2,750.00 | 63,250.00 | ||
| 806-01 | deformed reinforcing steel | 1,412 | LB | 2.00 | 2,824.00 | 2.60 | 3,671.20 | 1.50 | 2,118.00 | ||
| S-001 | radar traffic sensor and recorder system | 1 | EACH | 30,000.00 | 30,000.00 | 32,000.00 | 32,000.00 | 32,000.00 | 32,000.00 | ||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
900 | LNFT | 4.00 | 3,600.00 | 3.75 | 3,375.00 | 5.00 | 4,500.00 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
360 | LNFT | 6.75 | 2,430.00 | 4.52 | 1,627.20 | 5.00 | 1,800.00 | ||
| CONTRACTOR TOTAL | 1,654,626.24 | 1,884,826.87 | 2,133,903.00 | ||||||||