| |||
| Lead Project: 713-14-0106 | |||
| Parish: CLAIBORNE | |||
| Routes: | |||
| Description: HUBIE LEWIS ROAD BRIDGE OVER BOND CREEK | |||
| Type Const:
grading, removal of bridge, class ii base course, reinforced concrete box culverts, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $290,989.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $338,171.50 |
| 2 | 44111 | CONSTRUCTING SOLUTIONS LLC | $349,636.00 |
| 3 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $355,785.04 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - CONSTRUCTING SOLUTIONS LLC |
- 3 - 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 & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,367.20 | 8,367.20 | ||
| 202-02-A-01 | removal of bridge (sta. 15+49.70, 20.6' w x 32.11' l timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 9,981.60 | 9,981.60 | ||
| 202-02-I | removal of cross drain pipe (24" rcp) | lump | LUMP | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 1,969.70 | 1,969.70 | ||
| 203-06 | excavation & embankment | lump | LUMP | 15,500.00 | 15,500.00 | 15,000.00 | 15,000.00 | 5,506.80 | 5,506.80 | ||
| 204-02 | temporary hay or straw bales | 14 | EACH | 5.00 | 70.00 | 15.00 | 210.00 | 13.60 | 190.40 | ||
| 204-05-A | temporary sediment check dams (hay) | 2 | EACH | 75.00 | 150.00 | 150.00 | 300.00 | 182.80 | 365.60 | ||
| 204-06 | temporary silt fencing | 320 | LNFT | 1.00 | 320.00 | 3.00 | 960.00 | 2.00 | 640.00 | ||
| 302-01 | class ii base course | 78.8 | CUYD | 90.00 | 7,092.00 | 100.00 | 7,880.00 | 106.37 | 8,381.96 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
12 | CUYD | 90.00 | 1,080.00 | 100.00 | 1,200.00 | 59.30 | 711.60 | ||
| 502-01 | superpave asphaltic concrete | 60.6 | TON | 200.00 | 12,120.00 | 250.00 | 15,150.00 | 265.20 | 16,071.12 | ||
| 705-01 | barbed wire fence | 100 | LNFT | 10.00 | 1,000.00 | 10.00 | 1,000.00 | 18.90 | 1,890.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 14,602.60 | 14,602.60 | ||
| 716-01-A | mulch (vegetative) | 0.36 | ACRE | 3,000.00 | 1,080.00 | 2,000.00 | 720.00 | 3,000.00 | 1,080.00 | ||
| 717-01 | seeding | 16 | LB | 50.00 | 800.00 | 30.00 | 480.00 | 6.00 | 96.00 | ||
| 718-01 | fertilizer | 360 | LB | 1.00 | 360.00 | 1.00 | 360.00 | 0.50 | 180.00 | ||
| 725-04 | low profile runaround | 1 | EACH | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 33,489.80 | 33,489.80 | ||
| 726-01 | bedding material | 176.4 | CUYD | 100.00 | 17,640.00 | 75.00 | 13,230.00 | 113.10 | 19,950.84 | ||
| 727-01 | mobilization | lump | LUMP | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 79.10 | 316.40 | ||
| 740-01 | construction layout | lump | LUMP | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 3,551.70 | 3,551.70 | ||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 16,596.50 | 16,596.50 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 48.40 | CUYD | 900.00 | 43,560.00 | 1,200.00 | 58,080.00 | 1,110.30 | 53,738.52 | ||
| 805-12-T | reinforced concrete box culverts (9'x 8') | 152.0 | LNFT | 950.00 | 144,400.00 | 850.00 | 129,200.00 | 917.90 | 139,520.80 | ||
| 806-01 | deformed reinforcing steel | 3,733 | LB | 1.50 | 5,599.50 | 2.00 | 7,466.00 | 2.30 | 8,585.90 | ||
| CONTRACTOR TOTAL | 338,171.50 | 349,636.00 | 355,785.04 | ||||||||