| |||
| DBE GOAL FED | |||
| Lead Project: 713-40-0127 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: FORESTRY ROAD BRIDGE OVER BAYOU BOEUF | |||
| Type Const:
class ii base course,superpave asphaltic concrete pavement, quad beam bridge and related work. | |||
| Estimated Construction Cost: $1,154,967.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,055,777.00 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,086,722.25 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $1,173,591.00 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $1,192,471.95 |
| 5 | 01012 | CECIL D. GASSIOTT LLC | $1,392,818.00 |
| 6 | 09476 | KEY CONSTRUCTORS, INC. | $1,484,283.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - C W & W CONTRACTORS, 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 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-01 | removal of bridge ((sta. 105+10; 23.8 ft. wide x 171.4 ft. long; timber pile, concrete slab span) |
1 | EACH | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 |
| 203-05 | excavation & embankment | lump | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 |
| 204-02 | temporary hay or straw bales | 6 | EACH | 45.00 | 270.00 | 25.00 | 150.00 | 10.00 | 60.00 | 10.00 | 60.00 |
| 204-03 | temporary slope drains | 320 | LNFT | 30.00 | 9,600.00 | 15.00 | 4,800.00 | 15.00 | 4,800.00 | 1.00 | 320.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 250.00 | 1,000.00 | 200.00 | 800.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 204-06 | temporary silt fencing | 875 | LNFT | 2.00 | 1,750.00 | 2.50 | 2,187.50 | 3.00 | 2,625.00 | 3.00 | 2,625.00 |
| 302-01 | class ii base course | 193.1 | CUYD | 150.00 | 28,965.00 | 125.00 | 24,137.50 | 100.00 | 19,310.00 | 100.00 | 19,310.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
17 | CUYD | 100.00 | 1,700.00 | 100.00 | 1,700.00 | 100.00 | 1,700.00 | 100.00 | 1,700.00 |
| 502-01 | superpave asphaltic concrete | 169.2 | TON | 210.00 | 35,532.00 | 185.00 | 31,302.00 | 250.00 | 42,300.00 | 375.00 | 63,450.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 75.00 | 7,500.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 45.00 | 4,500.00 | 45.00 | 4,500.00 | 55.00 | 5,500.00 | 55.00 | 5,500.00 |
| 705-02 | combination mesh & barbed wire fence | 30 | LNFT | 35.00 | 1,050.00 | 6.00 | 180.00 | 50.00 | 1,500.00 | 50.00 | 1,500.00 |
| 711-01-D | riprap (55 lb, 18"thick) | 707 | SQYD | 70.00 | 49,490.00 | 60.00 | 42,420.00 | 85.00 | 60,095.00 | 70.00 | 49,490.00 |
| 711-04 | geotextile fabric | 707 | SQYD | 3.00 | 2,121.00 | 5.00 | 3,535.00 | 3.00 | 2,121.00 | 5.00 | 3,535.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 716-01-A | mulch (vegetative) | 0.28 | TON | 3,000.00 | 840.00 | 800.00 | 224.00 | 5,000.00 | 1,400.00 | 3,000.00 | 840.00 |
| 717-01 | seeding | 6 | LB | 22.00 | 132.00 | 15.00 | 90.00 | 100.00 | 600.00 | 50.00 | 300.00 |
| 718-01 | fertilizer | 140 | LB | 2.50 | 350.00 | 0.50 | 70.00 | 5.00 | 700.00 | 1.00 | 140.00 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 165,000.00 | 165,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 90.00 | 720.00 | 80.00 | 640.00 | 110.00 | 880.00 | 100.00 | 800.00 |
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 |
| 804-01-F | precast concrete piles (24") | 1,080 | LNFT | 125.00 | 135,000.00 | 200.00 | 216,000.00 | 180.00 | 194,400.00 | 185.00 | 199,800.00 |
| 804-12 | loading permanent piles | 1 | EACH | 7,500.00 | 7,500.00 | 30,000.00 | 30,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 805-01-F | class a concrete (bents) | 60.72 | CUYD | 1,200.00 | 72,864.00 | 1,000.00 | 60,720.00 | 1,000.00 | 60,720.00 | 1,200.00 | 72,864.00 |
| 805-03 | class aa concrete | 150.00 | CUYD | 1,500.00 | 225,000.00 | 750.00 | 112,500.00 | 900.00 | 135,000.00 | 1,000.00 | 150,000.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 80.00 | 94,800.00 | 140.00 | 165,900.00 | 100.00 | 118,500.00 | 128.00 | 151,680.00 |
| 806-01 | deformed reinforcing steel | 45,093 | LB | 1.00 | 45,093.00 | 1.25 | 56,366.25 | 3.00 | 135,279.00 | 1.15 | 51,856.95 |
| 807-08 | structural metalwork | lump | LUMP | 17,000.00 | 17,000.00 | 22,500.00 | 22,500.00 | 25,000.00 | 25,000.00 | 17,000.00 | 17,000.00 |
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 65.00 | 26,000.00 | 60.00 | 24,000.00 | 90.00 | 36,000.00 | 72.00 | 28,800.00 |
| S-101 | concrete approach slabs (28'clear roadway; 90 deg. crossing)(w/out asphalt) |
2 | EACH | 8,500.00 | 17,000.00 | 14,000.00 | 28,000.00 | 15,000.00 | 30,000.00 | 11,500.00 | 23,000.00 |
| CONTRACTOR TOTAL | 1,055,777.00 | 1,086,722.25 | 1,173,591.00 | 1,192,471.95 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CECIL D. GASSIOTT LLC |
- 6 - KEY CONSTRUCTORS, 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 | 25,000.00 | 25,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-02-A-01 | removal of bridge ((sta. 105+10; 23.8 ft. wide x 171.4 ft. long; timber pile, concrete slab span) |
1 | EACH | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 34,330.00 | 34,330.00 | 200,000.00 | 200,000.00 | ||||
| 204-02 | temporary hay or straw bales | 6 | EACH | 200.00 | 1,200.00 | 10.00 | 60.00 | ||||
| 204-03 | temporary slope drains | 320 | LNFT | 15.00 | 4,800.00 | 10.00 | 3,200.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 110.00 | 440.00 | 125.00 | 500.00 | ||||
| 204-06 | temporary silt fencing | 875 | LNFT | 5.00 | 4,375.00 | 5.00 | 4,375.00 | ||||
| 302-01 | class ii base course | 193.1 | CUYD | 110.00 | 21,241.00 | 125.00 | 24,137.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
17 | CUYD | 110.00 | 1,870.00 | 145.00 | 2,465.00 | ||||
| 502-01 | superpave asphaltic concrete | 169.2 | TON | 215.00 | 36,378.00 | 300.00 | 50,760.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 60.00 | 6,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 85.00 | 8,500.00 | 70.00 | 7,000.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 30 | LNFT | 10.00 | 300.00 | 15.00 | 450.00 | ||||
| 711-01-D | riprap (55 lb, 18"thick) | 707 | SQYD | 83.00 | 58,681.00 | 100.00 | 70,700.00 | ||||
| 711-04 | geotextile fabric | 707 | SQYD | 4.00 | 2,828.00 | 9.50 | 6,716.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | 25,000.00 | 25,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.28 | TON | 5,000.00 | 1,400.00 | 1,500.00 | 420.00 | ||||
| 717-01 | seeding | 6 | LB | 10.00 | 60.00 | 100.00 | 600.00 | ||||
| 718-01 | fertilizer | 140 | LB | 1.00 | 140.00 | 2.50 | 350.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 145,000.00 | 145,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | ||||
| 804-01-F | precast concrete piles (24") | 1,080 | LNFT | 300.00 | 324,000.00 | 235.00 | 253,800.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | ||||
| 805-01-F | class a concrete (bents) | 60.72 | CUYD | 550.00 | 33,396.00 | 1,400.00 | 85,008.00 | ||||
| 805-03 | class aa concrete | 150.00 | CUYD | 900.00 | 135,000.00 | 1,100.00 | 165,000.00 | ||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 200.00 | 237,000.00 | 115.00 | 136,275.00 | ||||
| 806-01 | deformed reinforcing steel | 45,093 | LB | 3.00 | 135,279.00 | 1.25 | 56,366.25 | ||||
| 807-08 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | 23,500.00 | 23,500.00 | ||||
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 77.00 | 30,800.00 | 65.00 | 26,000.00 | ||||
| S-101 | concrete approach slabs (28'clear roadway; 90 deg. crossing)(w/out asphalt) |
2 | EACH | 12,000.00 | 24,000.00 | 10,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 1,392,818.00 | 1,484,283.25 | |||||||||