| |||
| DBE GOAL FED | |||
| Lead Project: 057-02-0029 | |||
| Parish: ACADIA | |||
| Routes: LA 13 | |||
| Description: LOVELL ST. - SECOND ST. | |||
| Type Const:
grading, pavement patching, cold planing asphaltic concrete, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $814,504.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $811,553.07 |
| 2 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $904,956.19 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,227,478.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 3 - PRAIRIE CONTRACTORS INC. |
|
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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 | 3,000.00 | 3,000.00 | 1,050.00 | 1,050.00 | 5,000.00 | 5,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,444 | SQYD | 12.00 | 17,328.00 | 16.00 | 23,104.00 | 20.00 | 28,880.00 | ||
| 202-02-I | removal of asphalt drives | 4 | EACH | 2,343.00 | 9,372.00 | 2,400.00 | 9,600.00 | 1,500.00 | 6,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 100 | CUYD | 30.00 | 3,000.00 | 142.00 | 14,200.00 | 75.00 | 7,500.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
25 | CUYD | 53.00 | 1,325.00 | 391.00 | 9,775.00 | 200.00 | 5,000.00 | ||
| 502-01 | superpave asphaltic concrete | 4,085.7 | TON | 78.00 | 318,684.60 | 98.00 | 400,398.60 | 100.00 | 408,570.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
859.9 | TON | 107.00 | 92,009.30 | 75.00 | 64,492.50 | 125.00 | 107,487.50 | ||
| 509-01 | cold planing asphaltic pavement | 17,231 | SQYD | 3.50 | 60,308.50 | 3.00 | 51,693.00 | 3.00 | 51,693.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,265 | CUYD | 0.01 | - 12.65 | 1.00 | - 1,265.00 | 0.01 | - 12.65 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
9,567 | LNFT | 2.22 | 21,238.74 | 2.00 | 19,134.00 | 2.00 | 19,134.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
6,440 | LNFT | 2.22 | 14,296.80 | 2.00 | 12,880.00 | 2.00 | 12,880.00 | ||
| 702-04-A | adjusting manholes | 16 | EACH | 410.00 | 6,560.00 | 936.00 | 14,976.00 | 500.00 | 8,000.00 | ||
| 702-04-B | adjusting catch basins | 1 | EACH | 2,929.00 | 2,929.00 | 2,625.00 | 2,625.00 | 3,000.00 | 3,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 9,200.00 | 9,200.00 | 14,700.00 | 14,700.00 | 150,000.00 | 150,000.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 469 | LNFT | 1.05 | 492.45 | 1.00 | 469.00 | 0.01 | 4.69 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.356 | MILE | 157.00 | 369.89 | 780.00 | 1,837.68 | 0.01 | 0.02 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.711 | MILE | 345.00 | 590.30 | 310.00 | 530.41 | 0.01 | 0.02 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 7.250 | MILE | 556.00 | 4,031.00 | 500.00 | 3,625.00 | 0.01 | 0.07 | ||
| 724-01-C | pavement patching (16" minimum thickness) | 850 | SQYD | 124.00 | 105,400.00 | 123.00 | 104,550.00 | 130.00 | 110,500.00 | ||
| 724-03 | pavement joint repair | 10.0 | TON | 290.00 | 2,900.00 | 332.00 | 3,320.00 | 300.00 | 3,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 25,500.00 | 25,500.00 | 29,760.00 | 29,760.00 | 150,000.00 | 150,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 160 | EACH | 5.72 | 915.20 | 5.00 | 800.00 | 5.00 | 800.00 | ||
| 732-01-B | plastic pavement striping (6" width) | 276 | LNFT | 0.70 | 193.20 | 1.00 | 276.00 | 1.00 | 276.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 235 | LNFT | 2.92 | 686.20 | 3.00 | 705.00 | 5.00 | 1,175.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.625 | MILE | 2,280.00 | 8,265.00 | 2,048.00 | 7,424.00 | 3,000.00 | 10,875.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.856 | MILE | 692.00 | 592.35 | 625.00 | 535.00 | 1,000.00 | 856.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 146.00 | 146.00 | 131.00 | 131.00 | 200.00 | 200.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 158.00 | 158.00 | 142.00 | 142.00 | 200.00 | 200.00 | ||
| 732-05 | removal of existing markings | 0.368 | MILE | 2,855.00 | 1,050.64 | 2,625.00 | 966.00 | 3,000.00 | 1,104.00 | ||
| 735-01 | mailboxes | 19 | EACH | 2.34 | 44.46 | 2.00 | 38.00 | 1.00 | 19.00 | ||
| 735-02 | mailbox supports (single) | 20 | EACH | 199.00 | 3,980.00 | 141.00 | 2,820.00 | 150.00 | 3,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 3,700.00 | 3,700.00 | 1,500.00 | 1,500.00 | 25,000.00 | 25,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 12,500.00 | 12,500.00 | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | ||
| S-001 | full depth sawcutting of existing portland cement concrete drives |
8,208 | INFT | 1.46 | 11,983.68 | 2.00 | 16,416.00 | 1.50 | 12,312.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
9,567 | LNFT | 1.63 | 15,594.21 | 2.00 | 19,134.00 | 1.50 | 14,350.50 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
6,440 | LNFT | 1.63 | 10,497.20 | 2.00 | 12,880.00 | 1.50 | 9,660.00 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 32,014 | LNFT | 1.00 | 32,014.00 | 1.00 | 32,014.00 | 1.00 | 32,014.00 | ||
| S-930 | traffic maintenance superpave asphaltic concrete | 70.0 | TON | 153.00 | 10,710.00 | 296.00 | 20,720.00 | 200.00 | 14,000.00 | ||
| CONTRACTOR TOTAL | 811,553.07 | 904,956.19 | 1,227,478.15 | ||||||||