| |||
| Lead Project: 713-22-0113 | |||
| Parish: GRANT | |||
| Routes: | |||
| Description: RICHARDSON ROAD BRIDGE OVER BAYOU GRAPPE | |||
| Type Const:
class ii base course, drainage structures, superpave asphaltic concree pavement, and related work. | |||
| Estimated Construction Cost: $266,653.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 35849 | T.L. CONSTRUCTION INC | $249,473.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $297,641.00 |
| 3 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $347,515.91 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $438,993.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - T.L. CONSTRUCTION INC |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 15,000.00 | 15,000.00 | 16,789.10 | 16,789.10 | 15,000.00 | 15,000.00 |
| 202-02-A-01 | removal of bridge(sta. 105+00,20.8' wide x 57.8' long timber bridge with wingwalls) |
1 | EACH | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 7,687.10 | 7,687.10 | 8,000.00 | 8,000.00 |
| 203-06 | excavation & embankment | lump | LUMP | 35,000.00 | 35,000.00 | 16,000.00 | 16,000.00 | 31,682.40 | 31,682.40 | 35,000.00 | 35,000.00 |
| 204-02 | temporary hay or straw bales | 5 | EACH | 15.00 | 75.00 | 10.00 | 50.00 | 13.20 | 66.00 | 10.00 | 50.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 150.00 | 600.00 | 125.00 | 500.00 | 181.50 | 726.00 | 100.00 | 400.00 |
| 204-06 | temporary silt fencing | 225 | LNFT | 3.00 | 675.00 | 3.00 | 675.00 | 3.10 | 697.50 | 3.00 | 675.00 |
| 302-01 | class ii base course | 76.6 | CUYD | 50.00 | 3,830.00 | 80.00 | 6,128.00 | 95.04 | 7,280.06 | 110.00 | 8,426.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
11 | CUYD | 60.00 | 660.00 | 80.00 | 880.00 | 64.60 | 710.60 | 110.00 | 1,210.00 |
| 502-01 | superpave asphaltic concrete | 59.2 | TON | 300.00 | 17,760.00 | 200.00 | 11,840.00 | 309.00 | 18,292.80 | 250.00 | 14,800.00 |
| 701-05-G | side drain pipe (18") | 48 | LNFT | 57.00 | 2,736.00 | 45.00 | 2,160.00 | 43.40 | 2,083.20 | 100.00 | 4,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 26,988.70 | 26,988.70 | 10,000.00 | 10,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 465 | SQYD | 2.10 | 976.50 | 2.00 | 930.00 | 2.80 | 1,302.00 | 3.50 | 1,627.50 |
| 726-01 | bedding material | 129.2 | CUYD | 40.00 | 5,168.00 | 100.00 | 12,920.00 | 153.30 | 19,806.36 | 100.00 | 12,920.00 |
| 727-01 | mobilization | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 16,995.00 | 16,995.00 | 65,000.00 | 65,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 78.10 | 312.40 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | LUMP | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 10,483.20 | 10,483.20 | 5,000.00 | 5,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 53.96 | CUYD | 900.00 | 48,564.00 | 1,000.00 | 53,960.00 | 995.20 | 53,700.99 | 1,500.00 | 80,940.00 |
| 805-12-V | reinforced concrete box culverts (9'x 9') | 123.0 | LNFT | 710.00 | 87,330.00 | 1,100.00 | 135,300.00 | 983.70 | 120,995.10 | 1,250.00 | 153,750.00 |
| 806-01 | deformed reinforcing steel | 4,199 | LB | 1.00 | 4,199.00 | 2.00 | 8,398.00 | 2.60 | 10,917.40 | 5.00 | 20,995.00 |
| CONTRACTOR TOTAL | 249,473.50 | 297,641.00 | 347,515.91 | 438,993.50 | |||||||