| |||
| DBE GOAL FED | |||
| Lead Project: 004-08-0032 | |||
| Parish: ST MARY | |||
| Routes: LA 182 | |||
| Description: E. C/L OF PATTERSON - CSLM 9.37 | |||
| Type Const:
cold planing, class ii base course, superpave asphaltic concrete overlay, pavement patching, pavement widening and related work. | |||
| Estimated Construction Cost: $958,935.92 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,133,022.55 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $1,157,359.00 |
| 3 | 06487 | HUEY STOCKSTILL, INC. | $1,534,956.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - BARRIERE CONSTRUCTION CO., LLC |
- 3 - HUEY STOCKSTILL, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks and drives | 1,075 | SQYD | 13.00 | 13,975.00 | 15.00 | 16,125.00 | 17.00 | 18,275.00 | ||
| 202-02-K | removal of existing railroad crossing | lump | LUMP | 5,600.00 | 5,600.00 | 30,000.00 | 30,000.00 | 14,000.00 | 14,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 100 | CUYD | 18.00 | 1,800.00 | 45.00 | 4,500.00 | 11.00 | 1,100.00 | ||
| 204-02 | temporary hay or straw bales | 35 | EACH | 18.00 | 630.00 | 4.00 | 140.00 | 10.00 | 350.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 7 | EACH | 40.00 | 280.00 | 125.00 | 875.00 | 140.00 | 980.00 | ||
| 302-02-A | class ii base course (6" thick) | 1,007 | SQYD | 42.00 | 42,294.00 | 20.00 | 20,140.00 | 35.00 | 35,245.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
227 | CUYD | 34.00 | 7,718.00 | 75.00 | 17,025.00 | 100.00 | 22,700.00 | ||
| 502-01 | superpave asphaltic concrete | 5,436.7 | TON | 78.00 | 424,062.60 | 80.00 | 434,936.00 | 90.00 | 489,303.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
676.8 | TON | 120.00 | 81,216.00 | 100.00 | 67,680.00 | 160.00 | 108,288.00 | ||
| 509-01 | cold planing asphaltic pavement | 31,717 | SQYD | 2.35 | 74,534.95 | 3.00 | 95,151.00 | 4.00 | 126,868.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,269 | CUYD | 0.01 | - 12.69 | 1.00 | - 1,269.00 | 6.00 | - 7,614.00 | ||
| 706-02-C | concrete drive (6" thick) | 50.0 | SQYD | 85.00 | 4,250.00 | 60.00 | 3,000.00 | 100.00 | 5,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.325 | MILE | 485.44 | 2,099.53 | 60.00 | 259.50 | 200.00 | 865.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.304 | MILE | 358.00 | 824.83 | 100.00 | 230.40 | 400.00 | 921.60 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.135 | MILE | 633.00 | 8,947.46 | 200.00 | 2,827.00 | 800.00 | 11,308.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 1,200 | SQYD | 131.00 | 157,200.00 | 60.00 | 72,000.00 | 200.00 | 240,000.00 | ||
| 724-02 | pavement widening | 1,956.5 | SQYD | 52.00 | 101,738.00 | 55.00 | 107,607.50 | 50.00 | 97,825.00 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 110,000.00 | 110,000.00 | 75,000.00 | 75,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 14 | EACH | 66.00 | 924.00 | 60.00 | 840.00 | 65.00 | 910.00 | ||
| 731-02 | reflectorized raised pavement markers | 311 | EACH | 5.61 | 1,744.71 | 5.00 | 1,555.00 | 6.00 | 1,866.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.068 | MILE | 2,695.00 | 19,048.26 | 2,500.00 | 17,670.00 | 2,500.00 | 17,670.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.152 | MILE | 798.00 | 919.30 | 800.00 | 921.60 | 800.00 | 921.60 | ||
| 735-01 | mailboxes | 155 | EACH | 10.00 | 1,550.00 | 1.00 | 155.00 | 10.00 | 1,550.00 | ||
| 735-02 | mailbox supports (single) | 39 | EACH | 143.00 | 5,577.00 | 130.00 | 5,070.00 | 140.00 | 5,460.00 | ||
| 735-03 | mailbox supports (double) | 6 | EACH | 220.00 | 1,320.00 | 200.00 | 1,200.00 | 200.00 | 1,200.00 | ||
| 735-04 | mailbox supports (multiple) | 28 | EACH | 374.00 | 10,472.00 | 350.00 | 9,800.00 | 350.00 | 9,800.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | ||
| S-001 | preparing shoulders | lump | LUMP | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 140,000.00 | 140,000.00 | ||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
8,920 | INFT | 1.38 | 12,309.60 | 1.00 | 8,920.00 | 1.70 | 15,164.00 | ||
| CONTRACTOR TOTAL | 1,133,022.55 | 1,157,359.00 | 1,534,956.20 | ||||||||