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| DBE GOAL FED | |||
| Lead Project: 713-22-0107 | |||
| Parish: GRANT | |||
| Routes: | |||
| Description: MOCCASIN BRANCH & FRAZIER CEMETERY ROAD BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, superpav e asphaltic conc. pvmt, portland cement concrete pavement, prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $740,945.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $582,550.50 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $677,348.95 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $714,095.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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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 | 7,500.00 | 7,500.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 333+07; 20.06' wide x 39.95' long timber bridge wit h guard rail) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 333+07; 20.45' wide x 39.15' long timber bridge wit h guard rail) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | 45,000.00 | 45,000.00 | ||
| 204-02 | temporary hay or straw bales | 30 | EACH | 15.00 | 450.00 | 10.00 | 300.00 | 15.00 | 450.00 | ||
| 204-03 | temporary slope drains | 390 | LNFT | 20.00 | 7,800.00 | 10.00 | 3,900.00 | 40.00 | 15,600.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 18 | EACH | 150.00 | 2,700.00 | 175.00 | 3,150.00 | 225.00 | 4,050.00 | ||
| 204-06 | temporary silt fencing | 2,708 | LNFT | 3.00 | 8,124.00 | 3.00 | 8,124.00 | 3.00 | 8,124.00 | ||
| 302-01 | class ii base course | 305.8 | CUYD | 100.00 | 30,580.00 | 100.00 | 30,580.00 | 80.00 | 24,464.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
13 | CUYD | 100.00 | 1,300.00 | 100.00 | 1,300.00 | 80.00 | 1,040.00 | ||
| 502-01 | superpave asphaltic concrete | 237.7 | TON | 250.00 | 59,425.00 | 275.00 | 65,367.50 | 200.00 | 47,540.00 | ||
| 701-05-I | side drain pipe (24") | 50 | LNFT | 60.00 | 3,000.00 | 80.00 | 4,000.00 | 105.00 | 5,250.00 | ||
| 701-05-I-01 | side drain pipe (24")(erosion) | 124 | LNFT | 60.00 | 7,440.00 | 80.00 | 9,920.00 | 90.00 | 11,160.00 | ||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 4,000.00 | 4,000.00 | 5,500.00 | 5,500.00 | 3,700.00 | 3,700.00 | ||
| 705-01 | barbed wire fence | 50 | LNFT | 20.00 | 1,000.00 | 10.00 | 500.00 | 12.00 | 600.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 16,500.00 | 16,500.00 | 20,000.00 | 20,000.00 | ||
| 716-01-A | mulch (vegetative) | 1.4 | TON | 2,500.00 | 3,500.00 | 1,000.00 | 1,400.00 | 550.00 | 770.00 | ||
| 717-01 | seeding | 32 | LB | 75.00 | 2,400.00 | 25.00 | 800.00 | 11.00 | 352.00 | ||
| 718-01 | fertilizer | 707 | LB | 2.00 | 1,414.00 | 0.50 | 353.50 | 0.55 | 388.85 | ||
| 726-01 | bedding material | 1.7 | CUYD | 150.00 | 255.00 | 500.00 | 850.00 | 68.00 | 115.60 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 110.00 | 880.00 | 100.00 | 800.00 | 75.00 | 600.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 804-01-F | precast concrete piles (24") | 600 | LNFT | 175.00 | 105,000.00 | 170.00 | 102,000.00 | 130.00 | 78,000.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 10,000.00 | 20,000.00 | ||
| 805-01-F | class a concrete (bents) | 50.33 | CUYD | 850.00 | 42,780.50 | 1,000.00 | 50,330.00 | 1,000.00 | 50,330.00 | ||
| 805-03 | class aa concrete | 56.88 | CUYD | 800.00 | 45,504.00 | 1,000.00 | 56,880.00 | 1,900.00 | 108,072.00 | ||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 434.7 | LNFT | 100.00 | 43,470.00 | 160.00 | 69,552.00 | 116.00 | 50,425.20 | ||
| 806-01 | deformed reinforcing steel | 21,513 | LB | 2.00 | 43,026.00 | 1.15 | 24,739.95 | 1.10 | 23,664.30 | ||
| 807-08 | structural metalwork | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 13,000.00 | 13,000.00 | ||
| 810-01 | concrete railing (type) | 160.00 | LNFT | 100.00 | 16,000.00 | 100.00 | 16,000.00 | 65.00 | 10,400.00 | ||
| S-101 | concrete approach slab (24' clr. rdwy; 90 deg. xing with tapered barrier ra ils) |
2 | EACH | 7,500.00 | 15,000.00 | 12,500.00 | 25,000.00 | 10,500.00 | 21,000.00 | ||
| S-102 | concrete approach slab (28' clr. rdwy; 90 deg. xing with tapered barrier ra ils) |
2 | EACH | 7,500.00 | 15,000.00 | 13,500.00 | 27,000.00 | 10,500.00 | 21,000.00 | ||
| CONTRACTOR TOTAL | 582,550.50 | 677,348.95 | 714,095.95 | ||||||||