| |||
| DBE GOAL FED | |||
| Lead Project: 713-08-0109 | |||
| Parish: BOSSIER | |||
| Routes: | |||
| Description: CROUCH ROAD BRIDGE OVER WHITE OAK BRANCH | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $441,992.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $391,728.00 |
| 2 | 28218 | F. J. BURNELL, INC. | $402,840.50 |
| 3 | 49864 | TERRAL CONSTRUCTION L.L.C.� | $428,074.00 |
| 4 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $507,508.00 |
| 5 | 09090 | GUINN BROTHERS, LLC. | $602,626.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - F. J. BURNELL, INC. |
- 3 - TERRAL CONSTRUCTION L.L.C.� |
- 4 - BLOUNT BROS. 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 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-01 | removal of bridge (sta. 15+25 - 26.1 ft. x 45.5 ft. timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,300.00 | 5,300.00 | 30,000.00 | 30,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 204-02 | temporary hay or straw bales | 11 | EACH | 10.00 | 110.00 | 10.00 | 110.00 | 12.00 | 132.00 | 20.00 | 220.00 |
| 204-03 | temporary slope drains | 180 | LNFT | 15.00 | 2,700.00 | 5.00 | 900.00 | 2.00 | 360.00 | 20.00 | 3,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 5 | EACH | 125.00 | 625.00 | 125.00 | 625.00 | 120.00 | 600.00 | 400.00 | 2,000.00 |
| 204-06 | temporary silt fencing | 1,060 | LNFT | 3.00 | 3,180.00 | 2.00 | 2,120.00 | 2.40 | 2,544.00 | 3.00 | 3,180.00 |
| 302-01 | class ii base course | 249.8 | CUYD | 100.00 | 24,980.00 | 70.00 | 17,486.00 | 125.00 | 31,225.00 | 90.00 | 22,482.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | CUYD | 100.00 | 200.00 | 500.00 | 1,000.00 | 180.00 | 360.00 | 100.00 | 200.00 |
| 502-01 | superpave asphaltic concrete | 196.3 | TON | 175.00 | 34,352.50 | 220.00 | 43,186.00 | 300.00 | 58,890.00 | 160.00 | 31,408.00 |
| 704-03 | blocked out guard rail | 50.0 | LNFT | 30.00 | 1,500.00 | 28.00 | 1,400.00 | 25.00 | 1,250.00 | 30.00 | 1,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 72.00 | 7,200.00 | 84.00 | 8,400.00 | 75.00 | 7,500.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,900.00 | 11,600.00 | 2,300.00 | 9,200.00 | 3,300.00 | 13,200.00 | 2,500.00 | 10,000.00 |
| 705-01 | barbed wire fence | 293 | LNFT | 8.50 | 2,490.50 | 5.50 | 1,611.50 | 12.00 | 3,516.00 | 6.00 | 1,758.00 |
| 712-02 | sacked concrete revetment | 372 | SQYD | 85.00 | 31,620.00 | 60.00 | 22,320.00 | 87.00 | 32,364.00 | 90.00 | 33,480.00 |
| 713-01 | temporary signs and barricades | lump | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 9,600.00 | 9,600.00 | 15,000.00 | 15,000.00 |
| 716-01-A | mulch (vegetative) | 0.6 | TON | 2,400.00 | 1,440.00 | 1,000.00 | 600.00 | 2,000.00 | 1,200.00 | 1,000.00 | 600.00 |
| 717-01 | seeding | 13 | LB | 13.00 | 169.00 | 30.00 | 390.00 | 1.00 | 13.00 | 20.00 | 260.00 |
| 718-01 | fertilizer | 280 | LB | 1.00 | 280.00 | 2.00 | 560.00 | 2.00 | 560.00 | 1.00 | 280.00 |
| 727-01 | moblization | lump | LUMP | 35,000.00 | 35,000.00 | 18,000.00 | 18,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 95.00 | 380.00 | 110.00 | 440.00 | 100.00 | 400.00 | 200.00 | 800.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 |
| 804-01-B | precast concrete piles (14") | 736 | LNFT | 100.00 | 73,600.00 | 147.00 | 108,192.00 | 60.00 | 44,160.00 | 90.00 | 66,240.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 805-10-A | bridge superstructure and substructure (28ft. clr. rdwy.; 60deg crossing) (precast only) |
3 | SPAN | 30,000.00 | 90,000.00 | 32,000.00 | 96,000.00 | 40,000.00 | 120,000.00 | 42,000.00 | 126,000.00 |
| S-101 | concrete approach slabs (28ft. clr. rdwy.; 60deg crossing) |
2 | EACH | 10,000.00 | 20,000.00 | 7,500.00 | 15,000.00 | 10,000.00 | 20,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 391,728.00 | 402,840.50 | 428,074.00 | 507,508.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GUINN BROTHERS, LLC. |
|
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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 | 30,000.00 | 30,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 15+25 - 26.1 ft. x 45.5 ft. timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 11 | EACH | 10.00 | 110.00 | ||||||
| 204-03 | temporary slope drains | 180 | LNFT | 10.00 | 1,800.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 5 | EACH | 100.00 | 500.00 | ||||||
| 204-06 | temporary silt fencing | 1,060 | LNFT | 5.00 | 5,300.00 | ||||||
| 302-01 | class ii base course | 249.8 | CUYD | 105.00 | 26,229.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | CUYD | 100.00 | 200.00 | ||||||
| 502-01 | superpave asphaltic concrete | 196.3 | TON | 602.00 | 118,172.60 | ||||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 40.00 | 2,000.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 80.00 | 8,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 3,800.00 | 15,200.00 | ||||||
| 705-01 | barbed wire fence | 293 | LNFT | 8.00 | 2,344.00 | ||||||
| 712-02 | sacked concrete revetment | 372 | SQYD | 125.00 | 46,500.00 | ||||||
| 713-01 | temporary signs and barricades | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.6 | TON | 2,800.00 | 1,680.00 | ||||||
| 717-01 | seeding | 13 | LB | 30.00 | 390.00 | ||||||
| 718-01 | fertilizer | 280 | LB | 1.00 | 280.00 | ||||||
| 727-01 | moblization | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 17,000.00 | 17,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 736 | LNFT | 70.00 | 51,520.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-10-A | bridge superstructure and substructure (28ft. clr. rdwy.; 60deg crossing) (precast only) |
3 | SPAN | 45,000.00 | 135,000.00 | ||||||
| S-101 | concrete approach slabs (28ft. clr. rdwy.; 60deg crossing) |
2 | EACH | 15,000.00 | 30,000.00 | ||||||
| CONTRACTOR TOTAL | 602,626.60 | ||||||||||