| |||
| DBE GOAL FED | |||
| Lead Project: 713-30-0124 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: SEARCY-EDEN RD, STUMP RD OVER DRY CREEK, & CHURCH ST BRIDGES | |||
| Type Const:
drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $374,971.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $457,599.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $594,571.00 |
| 3 | 39462 | DENTON-JAMES LLC | $688,988.00 |
| 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - DENTON-JAMES LLC |
QUALITY DESIGN & CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 80,000.00 | 80,000.00 | 16,789.10 | 16,789.10 |
| 202-02-A-01 | removal of bridge(sta. 100+00,23.7' wide x 30.0' long timber bridge with wingwalls) |
1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 7,687.10 | 7,687.10 |
| 202-02-A-02 | removal of bridge(sta. 100+00,14.8' wide x 45.0' long timber bridge with wingwalls) |
1 | EACH | 16,000.00 | 16,000.00 | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 7,687.10 | 7,687.10 |
| 202-02-A-03 | removal of bridge(sta.100+00 railroad tank car) | 1 | EACH | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 7,000.00 | 7,000.00 | 11,250.00 | 11,250.00 |
| 203-06 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 80,337.50 | 80,337.50 |
| 204-02 | temporary hay or straw bales | 30 | EACH | FREE | FREE | 10.00 | 300.00 | 10.00 | 300.00 | 13.20 | 396.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | FREE | FREE | 125.00 | 1,500.00 | 100.00 | 1,200.00 | 181.50 | 2,178.00 |
| 204-06 | temporary silt fencing | 350 | LNFT | FREE | FREE | 3.00 | 1,050.00 | 2.50 | 875.00 | 3.10 | 1,085.00 |
| 302-01 | class ii base course | 128.5 | CUYD | 95.00 | 12,207.50 | 75.00 | 9,637.50 | 200.00 | 25,700.00 | 88.00 | 11,308.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 95.00 | 760.00 | 150.00 | 1,200.00 | 100.00 | 800.00 | 64.60 | 516.80 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 40.4 | CUYD | 95.00 | 3,838.00 | 100.00 | 4,040.00 | 80.00 | 3,232.00 | 44.84 | 1,811.53 |
| 502-01 | superpave asphaltic concrete | 106.6 | TON | 150.00 | 15,990.00 | 200.00 | 21,320.00 | 300.00 | 31,980.00 | 309.00 | 32,939.40 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 36 | LNFT | 50.00 | 1,800.00 | 50.00 | 1,800.00 | 60.00 | 2,160.00 | 43.40 | 1,562.40 |
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 26,988.70 | 26,988.70 |
| 726-01 | bedding material | 218.6 | CUYD | 95.00 | 20,767.00 | 90.00 | 19,674.00 | 75.00 | 16,395.00 | 153.30 | 33,511.38 |
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 65,000.00 | 65,000.00 | 68,000.00 | 68,000.00 | 16,995.00 | 16,995.00 |
| 729-16-B | object marker assembly (type 2) | 12 | EACH | 75.00 | 900.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 | 78.10 | 937.20 |
| 740-01 | construction layout | lump | LUMP | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 | 10,483.20 | 10,483.20 |
| 744-01 | traffic control management | lump | LUMP | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 11,494.30 | 11,494.30 |
| 805-01-B | class a concrete (box culvert headwalls) | 73.96 | CUYD | 1,000.00 | 73,960.00 | 900.00 | 66,564.00 | 1,200.00 | 88,752.00 | 995.20 | 73,604.99 |
| 805-12-N | reinforced concrete box culverts (7'x 6') | 324.0 | LNFT | 680.00 | 220,320.00 | 900.00 | 291,600.00 | 720.00 | 233,280.00 | 731.40 | 236,973.60 |
| 806-01 | deformed reinforcing steel | 6,057 | LB | 1.00 | 6,057.00 | 1.50 | 9,085.50 | 2.00 | 12,114.00 | 2.20 | 13,325.40 |
| CONTRACTOR TOTAL | 457,599.50 | 594,571.00 | 688,988.00 | IRREGULAR | |||||||