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| DBE GOAL FED | |||
| Lead Project: 713-14-0107 | |||
| Parish: CLAIBORNE | |||
| Routes: | |||
| Description: CYPRESS BOTTOM RD. & MT. OLIVE RD BRIDGES | |||
| Type Const:
grading, removal of bridge, class ii base course, superpave ashpaltic concrete, bridge superstriucture, concrete box culverts and related work. | |||
| Estimated Construction Cost: $932,622.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $790,391.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $806,029.50 |
| 3 | 49864 | TERRAL CONSTRUCTION L.L.C.� | $891,453.30 |
| 4 | 50078 | FENTON EXCAVATING & CONST. INC. | $947,208.90 |
| 5 | 09090 | GUINN BROTHERS, LLC. | $1,100,040.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - TERRAL CONSTRUCTION L.L.C.� |
- 4 - FENTON EXCAVATING & CONST. 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 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 28,000.00 | 28,000.00 | 30,000.00 | 30,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 14,350.00 | 14,350.00 |
| 202-02-A-01 | removal of bridges (sta 15+00; 23.3' x 31' timber) | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 4,565.00 | 4,565.00 |
| 203-05 | excavation and embankment | lump | LUMP | 50,000.00 | 50,000.00 | 66,000.00 | 66,000.00 | 47,000.00 | 47,000.00 | 65,692.00 | 65,692.00 |
| 204-03 | temporary slope drains | 84 | LNFT | 0.00 | 0.00 | 10.00 | 840.00 | 1.00 | 84.00 | 12.00 | 1,008.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 0.00 | 0.00 | 100.00 | 800.00 | 75.00 | 600.00 | 177.00 | 1,416.00 |
| 204-06 | temporary silt fencing | 2,200 | LNFT | 4.00 | 8,800.00 | 1.00 | 2,200.00 | 2.00 | 4,400.00 | 2.95 | 6,490.00 |
| 302-01-A | class ii base course (stone) | 428.0 | CUYD | 115.00 | 49,220.00 | 100.00 | 42,800.00 | 153.00 | 65,484.00 | 87.00 | 37,236.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
46 | CUYD | 115.00 | 5,290.00 | 100.00 | 4,600.00 | 253.00 | 11,638.00 | 98.00 | 4,508.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 47.2 | CUYD | 115.00 | 5,428.00 | 100.00 | 4,720.00 | 253.00 | 11,941.60 | 112.00 | 5,286.40 |
| 502-01 | superpave asphaltic concrete | 331.9 | TON | 200.00 | 66,380.00 | 175.00 | 58,082.50 | 330.00 | 109,527.00 | 306.00 | 101,561.40 |
| 701-12-U | corrugated metal pipe (extension)(84") | 10 | LNFT | 500.00 | 5,000.00 | 750.00 | 7,500.00 | 500.00 | 5,000.00 | 563.00 | 5,630.00 |
| 701-15 | concrete collar | 1 | EACH | 800.00 | 800.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 1,062.00 | 1,062.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 66.00 | 6,600.00 | 70.00 | 7,000.00 | 60.00 | 6,000.00 | 71.00 | 7,100.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 72.00 | 7,200.00 | 40.00 | 4,000.00 | 35.00 | 3,500.00 | 80.00 | 8,000.00 |
| 707-04 | asphaltic curb | 40.0 | LNFT | 10.00 | 400.00 | 90.00 | 3,600.00 | 20.00 | 800.00 | 14.00 | 560.00 |
| 711-01-D | riprap (55 lb, 18" thick ) | 350 | SQYD | 83.00 | 29,050.00 | 90.00 | 31,500.00 | 114.00 | 39,900.00 | 95.00 | 33,250.00 |
| 711-03-E | riprap (130 lb) | 280.0 | TON | 90.00 | 25,200.00 | 90.00 | 25,200.00 | 82.00 | 22,960.00 | 88.00 | 24,640.00 |
| 711-04 | geotextile fabric | 350 | SQYD | 3.00 | 1,050.00 | 3.00 | 1,050.00 | 14.00 | 4,900.00 | 3.00 | 1,050.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | 13,600.00 | 13,600.00 |
| 716-01-A | mulch (vegetative) | 1.6 | TON | 500.00 | 800.00 | 3,000.00 | 4,800.00 | 650.00 | 1,040.00 | 708.00 | 1,132.80 |
| 717-01 | seeding | 37 | LB | 25.00 | 925.00 | 50.00 | 1,850.00 | 12.00 | 444.00 | 12.00 | 444.00 |
| 718-01 | fertilizer | 800 | LB | 0.50 | 400.00 | 3.00 | 2,400.00 | 1.00 | 800.00 | 0.60 | 480.00 |
| 726-01 | bedding material | 67.9 | CUYD | 115.00 | 7,808.50 | 120.00 | 8,148.00 | 193.00 | 13,104.70 | 109.00 | 7,401.10 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 84,550.00 | 84,550.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | 75.00 | 300.00 | 77.00 | 308.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 85.00 | 680.00 | 120.00 | 960.00 | 110.00 | 880.00 | 94.00 | 752.00 |
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 18,000.00 | 18,000.00 |
| 804-01-B | precast concrete piles (14") | 960 | LNFT | 62.00 | 59,520.00 | 90.00 | 86,400.00 | 68.00 | 65,280.00 | 98.00 | 94,080.00 |
| 804-12 | loading permanent piles | 1 | EACH | 0.00 | 0.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 5,014.00 | 5,014.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 37.84 | CUYD | 1,150.00 | 43,516.00 | 1,300.00 | 49,192.00 | 1,200.00 | 45,408.00 | 830.00 | 31,407.20 |
| 805-10-A | bridge superstructure & substructure,24' clear roadway, cast-in-place only) |
7 | SPAN | 27,000.00 | 189,000.00 | 23,000.00 | 161,000.00 | 30,000.00 | 210,000.00 | 29,500.00 | 206,500.00 |
| 805-12-P | reinforced concrete box culverts (7'x 7') | 168.0 | LNFT | 775.00 | 130,200.00 | 750.00 | 126,000.00 | 600.00 | 100,800.00 | 735.00 | 123,480.00 |
| 806-01 | deformed reinforcing steel | 2,662 | LB | 2.00 | 5,324.00 | 3.00 | 7,986.00 | 1.00 | 2,662.00 | 2.50 | 6,655.00 |
| CONTRACTOR TOTAL | 790,391.50 | 806,029.50 | 891,453.30 | 947,208.90 | |||||||
| 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 & grubbing | lump | LUMP | 42,000.00 | 42,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 202-02-A-01 | removal of bridges (sta 15+00; 23.3' x 31' timber) | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 80,000.00 | 80,000.00 | ||||||
| 204-03 | temporary slope drains | 84 | LNFT | 10.00 | 840.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 100.00 | 800.00 | ||||||
| 204-06 | temporary silt fencing | 2,200 | LNFT | 5.00 | 11,000.00 | ||||||
| 302-01-A | class ii base course (stone) | 428.0 | CUYD | 100.00 | 42,800.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
46 | CUYD | 100.00 | 4,600.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 47.2 | CUYD | 100.00 | 4,720.00 | ||||||
| 502-01 | superpave asphaltic concrete | 331.9 | TON | 275.00 | 91,272.50 | ||||||
| 701-12-U | corrugated metal pipe (extension)(84") | 10 | LNFT | 1,275.00 | 12,750.00 | ||||||
| 701-15 | concrete collar | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 90.00 | 9,000.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 65.00 | 6,500.00 | ||||||
| 707-04 | asphaltic curb | 40.0 | LNFT | 50.00 | 2,000.00 | ||||||
| 711-01-D | riprap (55 lb, 18" thick ) | 350 | SQYD | 100.00 | 35,000.00 | ||||||
| 711-03-E | riprap (130 lb) | 280.0 | TON | 100.00 | 28,000.00 | ||||||
| 711-04 | geotextile fabric | 350 | SQYD | 5.00 | 1,750.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 1.6 | TON | 2,000.00 | 3,200.00 | ||||||
| 717-01 | seeding | 37 | LB | 20.00 | 740.00 | ||||||
| 718-01 | fertilizer | 800 | LB | 1.00 | 800.00 | ||||||
| 726-01 | bedding material | 67.9 | CUYD | 100.00 | 6,790.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 110,000.00 | 110,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 960 | LNFT | 60.00 | 57,600.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 37.84 | CUYD | 1,500.00 | 56,760.00 | ||||||
| 805-10-A | bridge superstructure & substructure,24' clear roadway, cast-in-place only) |
7 | SPAN | 35,000.00 | 245,000.00 | ||||||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 168.0 | LNFT | 950.00 | 159,600.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,662 | LB | 3.50 | 9,317.00 | ||||||
| CONTRACTOR TOTAL | 1,100,040.50 | ||||||||||