| |||
| Lead Project: 713-30-0122 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: WINDHAM ROAD BRIDGE OVER CLEAR PRONG AND IRA ROAD BRIDGE | |||
| Type Const:
grading, removal of bridges, class ii base course, superpave asphaltic concrete pavement, reinforced concrete box culverts and related work. | |||
| Estimated Construction Cost: $262,338.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $272,055.04 |
| 2 | 23112 | BEN ALLEN, INC. | $372,461.00 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $393,389.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 2 - BEN ALLEN, INC. |
- 3 - C W & W CONTRACTORS, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,181.00 | 10,181.00 | 25,000.00 | 25,000.00 | 16,000.00 | 16,000.00 | ||
| 202-02-A-01 | removal of bridge(sta.100+00,20.6' wide x 58.0' long timber bridge with wingwalls) |
1 | EACH | 10,310.70 | 10,310.70 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | ||
| 202-02-A-02 | removal of bridge(sta.100+00,22.7' wide x 29.9' long timber bridge with wingwalls) |
1 | EACH | 6,873.80 | 6,873.80 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 12,181.30 | 12,181.30 | 29,000.00 | 29,000.00 | 22,000.00 | 22,000.00 | ||
| 204-02 | temporary hay or straw bales | 20 | EACH | 13.60 | 272.00 | FREE | FREE | 6.00 | 120.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 181.60 | 1,452.80 | FREE | FREE | 75.00 | 600.00 | ||
| 204-06 | temporary silt fencing | 250 | LNFT | 2.00 | 500.00 | FREE | FREE | 1.00 | 250.00 | ||
| 302-01 | class ii base course | 152.2 | CUYD | 87.89 | 13,376.86 | 100.00 | 15,220.00 | 90.00 | 13,698.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
19 | CUYD | 64.70 | 1,229.30 | 100.00 | 1,900.00 | 100.00 | 1,900.00 | ||
| 502-01 | superpave asphaltic concrete | 117.8 | TON | 239.70 | 28,236.66 | 185.00 | 21,793.00 | 225.00 | 26,505.00 | ||
| 705-01 | barbed wire fence | 305 | LNFT | 7.40 | 2,257.00 | 15.00 | 4,575.00 | 15.00 | 4,575.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 18,330.10 | 18,330.10 | 9,000.00 | 9,000.00 | 22,000.00 | 22,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.18 | ACRE | 3,000.00 | 540.00 | 1,000.00 | 180.00 | 4,500.00 | 810.00 | ||
| 717-01 | seeding | 8 | LB | 6.30 | 50.40 | 50.00 | 400.00 | 50.00 | 400.00 | ||
| 718-01 | fertilizer | 181 | LB | 0.50 | 90.50 | 5.00 | 905.00 | 1.00 | 181.00 | ||
| 726-01 | bedding material | 178.4 | CUYD | 113.60 | 20,266.24 | 95.00 | 16,948.00 | 100.00 | 17,840.00 | ||
| 727-01 | mobilization | lump | LUMP | 5,000.00 | 5,000.00 | 29,000.00 | 29,000.00 | 50,000.00 | 50,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 78.60 | 628.80 | 85.00 | 680.00 | 85.00 | 680.00 | ||
| 740-01 | construction layout | lump | LUMP | 7,096.40 | 7,096.40 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 34.70 | CUYD | 1,102.40 | 38,253.28 | 1,400.00 | 48,580.00 | 1,200.00 | 41,640.00 | ||
| 805-12-G | reinforced concrete box culverts (6'x 4') | 76.0 | LNFT | 404.00 | 30,704.00 | 725.00 | 55,100.00 | 600.00 | 45,600.00 | ||
| 805-12-K | reinforced concrete box culverts (7'x 5') | 120.0 | LNFT | 461.30 | 55,356.00 | 750.00 | 90,000.00 | 700.00 | 84,000.00 | ||
| 806-01 | deformed reinforcing steel | 3,060 | LB | 2.30 | 7,038.00 | 3.00 | 9,180.00 | 1.50 | 4,590.00 | ||
| S-001 | water gate | 1 | ea | 1,829.90 | 1,829.90 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||
| CONTRACTOR TOTAL | 272,055.04 | 372,461.00 | 393,389.00 | ||||||||