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| DBE GOAL FED | |||
| Lead Project: 033-01-0032 | |||
| Parish: AVOYELLES | |||
| Routes: LA 115 | |||
| Description: HESSMER - COULEE DES GRUES | |||
| Type Const: superpave asphaltic concrete, pavement patching and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $819,682.07 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $908,185.63 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,064,879.02 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 178 | LNFT | 4.50 | 801.00 | 14.00 | 2,492.00 | 3.93 | 699.54 | ||
| 203-08 | borrow (vehicular measurement) | 70 | CUYD | 30.00 | 2,100.00 | 55.00 | 3,850.00 | 24.26 | 1,698.20 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,077 | CUYD | 45.00 | 48,465.00 | 25.00 | 26,925.00 | 35.28 | 37,996.56 | ||
| 502-01 | superpave asphaltic concrete | 9,962.0 | TON | 45.50 | 453,271.00 | 52.00 | 518,024.00 | 46.00 | 458,252.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
3,049.2 | TON | 55.00 | 167,706.00 | 52.00 | 158,558.40 | 65.00 | 198,198.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 280.0 | LNFT | 28.00 | 7,840.00 | 30.00 | 8,400.00 | 29.17 | 8,167.60 | ||
| 704-03 | blocked out guard rail | 62.5 | LNFT | 18.00 | 1,125.00 | 20.00 | 1,250.00 | 19.08 | 1,192.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 93.8 | LNFT | 50.00 | 4,690.00 | 40.00 | 3,752.00 | 53.86 | 5,052.06 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,100.00 | 4,200.00 | 2,000.00 | 4,000.00 | 2,245.00 | 4,490.00 | ||
| 711-01-C | riprap (30 lb, 12" thick) | 55 | SQYD | 30.00 | 1,650.00 | 75.00 | 4,125.00 | 78.55 | 4,320.25 | ||
| 711-04 | geotextile fabric | 55 | SQYD | 2.50 | 137.50 | 9.00 | 495.00 | 3.37 | 185.35 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 3,600.00 | 3,600.00 | 23,400.00 | 23,400.00 | 97,777.00 | 97,777.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.908 | MILE | 375.00 | 2,965.50 | 175.00 | 1,383.90 | 146.00 | 1,154.56 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.248 | MILE | 275.00 | 1,718.20 | 275.00 | 1,718.20 | 281.00 | 1,755.68 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 22.233 | MILE | 475.00 | 10,560.67 | 1.00 | 22.23 | 505.00 | 11,227.66 | ||
| 724-01-C | pavement patching (13" minimum thickness) | 215 | SQYD | 75.00 | 16,125.00 | 120.00 | 25,800.00 | 90.00 | 19,350.00 | ||
| 727-01 | mobilization | lump | LUMP | 24,000.00 | 24,000.00 | 46,000.00 | 46,000.00 | 100,000.00 | 100,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 65.00 | 260.00 | 78.55 | 314.20 | ||
| 731-02 | reflectorized raised pavement markers | 523 | EACH | 5.00 | 2,615.00 | 4.40 | 2,301.20 | 5.05 | 2,641.15 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.116 | MILE | 1,900.00 | 21,120.40 | 1,675.00 | 18,619.30 | 1,965.00 | 21,842.94 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.124 | MILE | 700.00 | 2,186.80 | 600.00 | 1,874.40 | 728.00 | 2,274.27 | ||
| 735-01 | mailboxes | 115 | EACH | 25.00 | 2,875.00 | 2.00 | 230.00 | 13.00 | 1,495.00 | ||
| 735-02 | mailbox supports (single) | 99 | EACH | 120.00 | 11,880.00 | 115.00 | 11,385.00 | 174.00 | 17,226.00 | ||
| 735-03 | mailbox supports (double) | 9 | EACH | 150.00 | 1,350.00 | 130.00 | 1,170.00 | 216.00 | 1,944.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 275.00 | 275.00 | 200.00 | 200.00 | 1,254.00 | 1,254.00 | ||
| 739-01 | hydro-seeding | 0.25 | ACRE | 1,300.00 | 325.00 | 3,000.00 | 750.00 | 3,366.00 | 841.50 | ||
| 740-01 | construction layout | lump | LUMP | 3,600.00 | 3,600.00 | 9,500.00 | 9,500.00 | 28,285.00 | 28,285.00 | ||
| S-101 | special anchor section | 2 | EACH | 1,100.00 | 2,200.00 | 850.00 | 1,700.00 | 1,122.00 | 2,244.00 | ||
| S-102 | surface preparation | lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 33,000.00 | 33,000.00 | ||
| CONTRACTOR TOTAL | 819,682.07 | 908,185.63 | 1,064,879.02 | ||||||||