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| DBE GOAL FED | |||
| Lead Project: 114-01-0021 | |||
| Parish: VERNON | |||
| Routes: LA 117 | |||
| Description: JCT. LA 111 - 5.9 MILES NORTH | |||
| Type Const:
grading, superpave asphaltic concrete, asphaltic surface treatment, pavement patching, and related work. | |||
| Estimated Construction Cost: $2,563,288.24 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,435,614.58 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,450,748.78 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-H | removal of guard rail | 260 | LNFT | 12.00 | 3,120.00 | 6.00 | 1,560.00 | ||||
| 202-02-I | removal of box culvert headwalls | 1 | EACH | 1,600.00 | 1,600.00 | 1,800.00 | 1,800.00 | ||||
| 203-07 | borrow (vehicular measurement) | 425 | CUYD | 21.00 | 8,925.00 | 15.00 | 6,375.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,589 | CUYD | 53.00 | 190,217.00 | 75.00 | 269,175.00 | ||||
| 502-01 | superpave asphaltic concrete | 17,171.4 | TON | 76.00 | 1,305,026.40 | 74.50 | 1,279,269.30 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
568.7 | TON | 135.00 | 76,774.50 | 130.00 | 73,931.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 51,283 | GAL | 2.25 | 115,386.75 | 2.30 | 117,950.90 | ||||
| 507-02-B | aggregate (s2) | 75,416 | SQYD | 0.85 | 64,103.60 | 0.90 | 67,874.40 | ||||
| 507-02-C | aggregate (s3) | 75,416 | SQYD | 0.65 | 49,020.40 | 0.65 | 49,020.40 | ||||
| 509-01 | cold planing asphaltic pavement | 500 | SQYD | 18.00 | 9,000.00 | 15.00 | 7,500.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 30 | CUYD | 0.10 | - 3.00 | 0.01 | - 0.30 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 1,465 | SQYD | 50.00 | 73,250.00 | 42.00 | 61,530.00 | ||||
| 510-01-C | pavement patching (16" minimum thickness) | 410 | SQYD | 110.00 | 45,100.00 | 90.00 | 36,900.00 | ||||
| 701-08 | relaying pipe | 100 | LNFT | 240.00 | 24,000.00 | 185.00 | 18,500.00 | ||||
| 701-15 | concrete collar | 26 | EACH | 1,600.00 | 41,600.00 | 1,200.00 | 31,200.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 242.0 | LNFT | 45.00 | 10,890.00 | 32.00 | 7,744.00 | ||||
| 704-03 | blocked out guard rail | 87.5 | LNFT | 22.00 | 1,925.00 | 19.00 | 1,662.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 55.00 | 5,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 | ||||
| 711-01-C | riprap (30 lb, 12" thick) | 607 | SQYD | 85.00 | 51,595.00 | 99.00 | 60,093.00 | ||||
| 711-04 | geotextile fabric | 607 | SQYD | 3.50 | 2,124.50 | 1.50 | 910.50 | ||||
| 712-02 | sacked concrete revetment | 157 | SQYD | 165.00 | 25,905.00 | 70.00 | 10,990.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.818 | MILE | 140.00 | 1,654.52 | 350.00 | 4,136.30 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
16.716 | MILE | 310.00 | 5,181.96 | 100.00 | 1,671.60 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 33.848 | MILE | 475.00 | 16,077.80 | 150.00 | 5,077.20 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 3,122 | EACH | 1.65 | 5,151.30 | 1.69 | 5,276.18 | ||||
| 716-01-A | mulch (vegetative) | 1.0 | TON | 1,100.00 | 1,100.00 | 1,100.00 | 1,100.00 | ||||
| 717-01 | seeding | 15 | LB | 16.50 | 247.50 | 16.00 | 240.00 | ||||
| 718-01 | fertilizer | 500 | LB | 0.85 | 425.00 | 0.85 | 425.00 | ||||
| 726-01 | bedding material | 56.4 | CUYD | 120.00 | 6,768.00 | 60.00 | 3,384.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 24 | EACH | 75.00 | 1,800.00 | 65.00 | 1,560.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 | ||||
| 731-02 | reflectorized raised pavement markers | 780 | EACH | 5.50 | 4,290.00 | 5.50 | 4,290.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.222 | MILE | 2,700.00 | 41,099.40 | 2,500.00 | 38,055.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 11.144 | MILE | 750.00 | 8,358.00 | 750.00 | 8,358.00 | ||||
| 735-01 | mailboxes | 20 | EACH | 20.00 | 400.00 | 50.00 | 1,000.00 | ||||
| 735-02 | mailbox supports (single) | 14 | EACH | 150.00 | 2,100.00 | 150.00 | 2,100.00 | ||||
| 735-03 | mailbox supports (double) | 5 | EACH | 250.00 | 1,250.00 | 165.00 | 825.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 14,000.00 | 14,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 35.62 | CUYD | 1,650.00 | 58,773.00 | 1,500.00 | 53,430.00 | ||||
| 806-01 | deformed reinforcing steel | 2,405 | LB | 2.25 | 5,411.25 | 1.00 | 2,405.00 | ||||
| S-001 | cleaning existing ditches | 400 | LNFT | 25.00 | 10,000.00 | 20.00 | 8,000.00 | ||||
| S-002 | saw cutting | 25,118 | INFT | 0.65 | 16,326.70 | 1.10 | 27,629.80 | ||||
| CONTRACTOR TOTAL | 2,435,614.58 | 2,450,748.78 | |||||||||