| |||
| Lead Project: 713-52-0103 | |||
| Parish: ST TAMMANY | |||
| Routes: | |||
| Description: HOLLY DRIVE BRIDGE OVER LATERAL CREEK | |||
| Type Const:
precast reinforced concrete box culverts, superpave asphaltic concrete and realted work. | |||
| Estimated Construction Cost: $148,895.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 25088 | RCS CONTRACTORS, INC. | $224,662.99 |
| 2 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $341,642.00 |
| 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - RCS CONTRACTORS, INC. |
- 2 - CYCLE CONSTRUCTION CO. L.L.C. |
QUALITY DESIGN & CONSTRUCTION, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 10,000.00 | 10,000.00 | 5,200.00 | 5,200.00 | 5,250.00 | 5,250.00 | ||
| 202-02-A-01 | removal of bridges(sta. 1 +160; 9.00 m x 7.30 m timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | 12,600.00 | 12,600.00 | 5,250.00 | 5,250.00 | ||
| 203-06 | excavation & embankment | lump | lump | 10,000.00 | 10,000.00 | 11,200.00 | 11,200.00 | 12,000.00 | 12,000.00 | ||
| 204-02 | temporary hay or straw bales | 40 | ea | 7.00 | 280.00 | 15.00 | 600.00 | 6.70 | 268.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 75.00 | 300.00 | 200.00 | 800.00 | 103.00 | 412.00 | ||
| 204-06 | temporary silt fencing | 100 | ln m | 6.52 | 652.00 | 10.00 | 1,000.00 | 4.60 | 460.00 | ||
| 302-01-A | class ii base course (stone or rpccp) | 38.3 | cu m | 75.00 | 2,872.50 | 250.00 | 9,575.00 | 115.00 | 4,404.50 | ||
| 502-01 | superpave asphaltic concrete | 35.0 | Mg | 102.85 | 3,599.75 | 250.00 | 8,750.00 | 360.50 | 12,617.50 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 15.0 | ln m | 153.00 | 2,295.00 | 350.00 | 5,250.00 | 195.00 | 2,925.00 | ||
| 711-01-C | riprap (15 kg,360mm thick) | 32 | sq m | 54.00 | 1,728.00 | 100.00 | 3,200.00 | 71.50 | 2,288.00 | ||
| 711-04 | geotextile fabric | 32 | sq m | 2.00 | 64.00 | 4.00 | 128.00 | 5.00 | 160.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 7,500.00 | 7,500.00 | 8,500.00 | 8,500.00 | 13,800.00 | 13,800.00 | ||
| 726-01 | bedding material | 56.2 | cu m | 50.00 | 2,810.00 | 120.00 | 6,744.00 | 84.50 | 4,748.90 | ||
| 727-01 | mobilization | lump | lump | 10,400.00 | 10,400.00 | 44,100.00 | 44,100.00 | 10,300.00 | 10,300.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 100.00 | 400.00 | 100.00 | 400.00 | 87.60 | 350.40 | ||
| 740-01 | construction layout | lump | lump | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 3,090.00 | 3,090.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 48.07 | cu m | 877.50 | 42,181.42 | 1,500.00 | 72,105.00 | 1,083.00 | 52,059.81 | ||
| 805-12-X-01 | reinforced concrete box culverts (3000 mm x 3000 mm) (precast only, c1433) |
24.00 | ln m | 4,873.43 | 116,962.32 | 5,600.00 | 134,400.00 | 4,983.00 | 119,592.00 | ||
| 806-01 | deformed reinforcing steel | 2,618 | kg | 1.00 | 2,618.00 | 5.00 | 13,090.00 | 2.30 | 6,021.40 | ||
| CONTRACTOR TOTAL | 224,662.99 | 341,642.00 | IRREGULAR | ||||||||