| |||
| Lead Project: 023-02-0025 | |||
| Parish: GRANT | |||
| Routes: US 167 | |||
| Description: JCT. LA 8 - BIG CREEK | |||
| Type Const:
cold planing asphaltic concrete, superpave asphaltic concrete, sawing and sealing joints, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $942,397.41 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,100,569.43 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,240,012.13 |
| 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. |
|
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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 | 276 | LNFT | 9.00 | 2,484.00 | 8.00 | 2,208.00 | 4.28 | 1,181.28 | ||
| 203-08 | borrow (vehicular measurement) | 100 | CUYD | 35.00 | 3,500.00 | 35.00 | 3,500.00 | 32.47 | 3,247.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
192 | CUYD | 20.00 | 3,840.00 | 60.00 | 11,520.00 | 49.95 | 9,590.40 | ||
| 502-01 | superpave asphaltic concrete | 9,054.4 | TON | 49.00 | 443,665.60 | 49.00 | 443,665.60 | 56.34 | 510,124.89 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
462.9 | TON | 49.00 | 22,682.10 | 80.00 | 37,032.00 | 85.00 | 39,346.50 | ||
| 509-01 | cold planing asphaltic pavement | 78,733 | SQYD | 0.90 | 70,859.70 | 1.00 | 78,733.00 | 1.18 | 92,904.94 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,266 | CUYD | 0.01 | - 22.66 | 1.00 | - 2,266.00 | 0.10 | - 226.60 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 16.50 | 2,475.00 | 17.00 | 2,550.00 | 20.17 | 3,025.50 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 25.0 | LNFT | 40.00 | 1,000.00 | 42.00 | 1,050.00 | 48.90 | 1,222.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 46.00 | 2,300.00 | 48.00 | 2,400.00 | 56.23 | 2,811.50 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,100.00 | 4,200.00 | 2,444.84 | 4,889.68 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 37,600.00 | 37,600.00 | 12,000.00 | 12,000.00 | 5,866.39 | 5,866.39 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.061 | MILE | 175.00 | 1,935.67 | 375.00 | 4,147.87 | 156.43 | 1,730.27 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.767 | MILE | 295.00 | 1,701.26 | 275.00 | 1,585.92 | 305.76 | 1,763.31 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 33.148 | MILE | 1.00 | 33.14 | 475.00 | 15,745.30 | 550.12 | 18,235.37 | ||
| 717-01 | seeding | 20 | LB | 7.00 | 140.00 | 8.00 | 160.00 | 7.95 | 159.00 | ||
| 718-01 | fertilizer | 250 | LB | 0.30 | 75.00 | 0.35 | 87.50 | 0.79 | 197.50 | ||
| 721-01 | asphalt mulch | 3,635 | GAL | 1.50 | 5,452.50 | 1.60 | 5,816.00 | 1.53 | 5,561.55 | ||
| 724-01-C | pavement patching (8" minimum thickness) | 100 | SQYD | 75.00 | 7,500.00 | 110.00 | 11,000.00 | 65.00 | 6,500.00 | ||
| 724-01-D | pavement patching (16" minimum thickness) | 300 | SQYD | 125.00 | 37,500.00 | 125.00 | 37,500.00 | 97.10 | 29,130.00 | ||
| 724-03 | pavement joint repair | 1,500.0 | TON | 50.00 | 75,000.00 | 55.00 | 82,500.00 | 100.00 | 150,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 | 99,750.00 | 99,750.00 | ||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 80.00 | 160.00 | 85.00 | 170.00 | 97.80 | 195.60 | ||
| 731-02 | reflectorized raised pavement markers | 4,217 | EACH | 2.00 | 8,434.00 | 5.00 | 21,085.00 | 5.32 | 22,434.44 | ||
| 732-01-A | plastic pavement striping (4" width) | 8,227 | LNFT | 0.55 | 4,524.85 | 0.42 | 3,455.34 | 0.48 | 3,948.96 | ||
| 732-01-C | plastic pavement striping (8" width) | 1,195 | LNFT | 1.65 | 1,971.75 | 0.80 | 956.00 | 0.95 | 1,135.25 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,509 | LNFT | 2.65 | 3,998.85 | 2.50 | 3,772.50 | 2.86 | 4,315.74 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.574 | MILE | 1,675.00 | 27,761.45 | 1,800.00 | 29,833.20 | 2,138.72 | 35,447.14 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.884 | MILE | 650.00 | 1,874.60 | 675.00 | 1,946.70 | 793.47 | 2,288.36 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 18 | EACH | 165.00 | 2,970.00 | 150.00 | 2,700.00 | 152.80 | 2,750.40 | ||
| 735-01 | mailboxes | 12 | EACH | 1.00 | 12.00 | 25.00 | 300.00 | 13.31 | 159.72 | ||
| 735-02 | mailbox supports (single) | 12 | EACH | 125.00 | 1,500.00 | 160.00 | 1,920.00 | 137.41 | 1,648.92 | ||
| 740-01 | construction layout | lump | LUMP | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 | 11,735.22 | 11,735.22 | ||
| S-001 | sawcuts in asphaltic concrete lifts | 78,010 | LNFT | 0.50 | 39,005.00 | 0.75 | 58,507.50 | 0.61 | 47,586.10 | ||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
70,464 | LNFT | 0.90 | 63,417.60 | 1.50 | 105,696.00 | 1.53 | 107,809.92 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
7,546 | LNFT | 1.00 | 7,546.00 | 2.00 | 15,092.00 | 1.53 | 11,545.38 | ||
| CONTRACTOR TOTAL | 942,397.41 | 1,100,569.43 | 1,240,012.13 | ||||||||