| |||
| DBE GOAL FED | |||
| Lead Project: 822-10-0007 | |||
| Parish: GRANT | |||
| Routes: LA 3098 | |||
| Description: LA 3098 BRIDGE AND APPROACHES | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $598,089.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $639,474.35 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $777,338.30 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $833,649.20 |
| 4 | 39580 | GERACE CONSTRUCTION LLC | $885,763.50 |
| 5 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $977,976.45 |
| 6 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $1,012,206.76 |
| 7 | 09090 | GUINN BROTHERS, LLC. | $1,058,441.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - GERACE CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 35,000.00 | 35,000.00 | 5,000.00 | 5,000.00 | 21,000.00 | 21,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 16,500.00 | 16,500.00 |
| 202-02-A-01 | removal of bridge (sta. 113+97.15; 20.06' x 39.10'; timber trestle bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,391.0 | SQYD | 4.50 | 6,259.50 | 4.00 | 5,564.00 | 5.00 | 6,955.00 | 8.00 | 11,128.00 |
| 202-02-H | removal of guard rail | 280 | LNFT | 11.00 | 3,080.00 | 15.00 | 4,200.00 | 10.00 | 2,800.00 | 6.00 | 1,680.00 |
| 203-02 | drainage excavation | 489 | CUYD | 7.50 | 3,667.50 | 20.00 | 9,780.00 | 20.00 | 9,780.00 | 10.00 | 4,890.00 |
| 203-05 | excavation and embankment | lump | LUMP | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 | 70,000.00 | 70,000.00 | 52,000.00 | 52,000.00 |
| 204-02 | temporary hay or straw bales | 100 | EACH | 7.50 | 750.00 | 15.00 | 1,500.00 | 10.00 | 1,000.00 | 50.00 | 5,000.00 |
| 204-06 | temporary silt fencing | 1,600 | LNFT | 3.00 | 4,800.00 | 2.00 | 3,200.00 | 3.00 | 4,800.00 | 2.50 | 4,000.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 2,116.5 | SQYD | 26.00 | 55,029.00 | 25.00 | 52,912.50 | 22.00 | 46,563.00 | 35.00 | 74,077.50 |
| 304-01 | lime | 189.00 | TON | 1.00 | 189.00 | 150.00 | 28,350.00 | 182.00 | 34,398.00 | 35.00 | 6,615.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,200 | SQYD | 9.00 | 10,800.00 | 1.00 | 1,200.00 | 5.00 | 6,000.00 | 15.00 | 18,000.00 |
| 502-01 | superpave asphaltic concrete | 433.4 | TON | 175.00 | 75,845.00 | 175.00 | 75,845.00 | 220.00 | 95,348.00 | 200.00 | 86,680.00 |
| 704-03 | blocked out guard rail | 150.0 | LNFT | 27.50 | 4,125.00 | 19.00 | 2,850.00 | 25.00 | 3,750.00 | 20.00 | 3,000.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.50 | 6,050.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,475.00 | 9,900.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 |
| 705-02 | combination mesh & barbed wire fence | 225 | LNFT | 12.00 | 2,700.00 | 10.00 | 2,250.00 | 15.00 | 3,375.00 | 11.00 | 2,475.00 |
| 708-01 | right-of-way monument | 10 | EACH | 175.00 | 1,750.00 | 350.00 | 3,500.00 | 200.00 | 2,000.00 | 400.00 | 4,000.00 |
| 708-02 | right-of-way monument witness post | 10 | EACH | 175.00 | 1,750.00 | 350.00 | 3,500.00 | 200.00 | 2,000.00 | 400.00 | 4,000.00 |
| 712-04 | flexible revetment | 345 | SQYD | 73.00 | 25,185.00 | 80.00 | 27,600.00 | 85.00 | 29,325.00 | 70.00 | 24,150.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 18,500.00 | 18,500.00 | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 |
| 716-01-A | mulch (vegetative) | 4.6 | TON | 400.00 | 1,840.00 | 425.00 | 1,955.00 | 600.00 | 2,760.00 | 400.00 | 1,840.00 |
| 717-01 | seeding | 80 | LB | 5.00 | 400.00 | 11.00 | 880.00 | 35.00 | 2,800.00 | 11.00 | 880.00 |
| 718-01 | fertilizer | 2,670 | LB | 0.50 | 1,335.00 | 0.40 | 1,068.00 | 1.00 | 2,670.00 | 0.50 | 1,335.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 487 | SQYD | 4.00 | 1,948.00 | 5.00 | 2,435.00 | 5.00 | 2,435.00 | 5.00 | 2,435.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 307 | SQYD | 4.00 | 1,228.00 | 5.00 | 1,535.00 | 5.00 | 1,535.00 | 5.00 | 1,535.00 |
| 722-01 | project site laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 727-01 | mobilization | lump | LUMP | 58,000.00 | 58,000.00 | 78,000.00 | 78,000.00 | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 82.50 | 330.00 | 100.00 | 400.00 | 100.00 | 400.00 | 85.00 | 340.00 |
| 731-02 | reflectorized raised pavement markers | 17 | EACH | 15.00 | 255.00 | 20.00 | 340.00 | 55.00 | 935.00 | 22.00 | 374.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.252 | MILE | 7,800.00 | 1,965.60 | 9,000.00 | 2,268.00 | 10,000.00 | 2,520.00 | 8,000.00 | 2,016.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.126 | MILE | 2,370.00 | 298.62 | 3,000.00 | 378.00 | 3,000.00 | 378.00 | 5,500.00 | 693.00 |
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 804-01-B | precast concrete piles (14") | 1,140 | LNFT | 53.00 | 60,420.00 | 46.00 | 52,440.00 | 90.00 | 102,600.00 | 75.00 | 85,500.00 |
| 804-12 | loading permanent piles | 1 | EACH | 0.00 | 0.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 805-01-F | class a concrete (bents) | 29.12 | CUYD | 900.00 | 26,208.00 | 1,400.00 | 40,768.00 | 800.00 | 23,296.00 | 2,000.00 | 58,240.00 |
| 805-03 | class aa concrete | 108.60 | CUYD | 800.00 | 86,880.00 | 700.00 | 76,020.00 | 600.00 | 65,160.00 | 800.00 | 86,880.00 |
| 806-01 | deformed reinforcing steel | 24,321 | LB | 0.93 | 22,618.53 | 1.00 | 24,321.00 | 2.00 | 48,642.00 | 1.00 | 24,321.00 |
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 75.00 | 12,000.00 | 90.00 | 14,400.00 | 80.00 | 12,800.00 | 90.00 | 14,400.00 |
| 813-01 | concrete approach slabs | 275.56 | SQYD | 210.00 | 57,867.60 | 230.00 | 63,378.80 | 220.00 | 60,623.20 | 275.00 | 75,779.00 |
| CONTRACTOR TOTAL | 639,474.35 | 777,338.30 | 833,649.20 | 885,763.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - T. L. WALLACE CONSTRUCTION, INC. |
- 6 - CERES ENVIRONMENTAL SERVICES,INC. |
- 7 - 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 | 131,842.00 | 131,842.00 | 37,500.00 | 37,500.00 | 60,000.00 | 60,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 18,500.00 | 18,500.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 113+97.15; 20.06' x 39.10'; timber trestle bridge) |
1 | EACH | 35,420.00 | 35,420.00 | 9,750.00 | 9,750.00 | 20,000.00 | 20,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 1,391.0 | SQYD | 14.20 | 19,752.20 | 25.00 | 34,775.00 | 10.00 | 13,910.00 | ||
| 202-02-H | removal of guard rail | 280 | LNFT | 4.75 | 1,330.00 | 3.75 | 1,050.00 | 15.00 | 4,200.00 | ||
| 203-02 | drainage excavation | 489 | CUYD | 23.60 | 11,540.40 | 15.00 | 7,335.00 | 15.00 | 7,335.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 79,600.00 | 79,600.00 | 52,487.50 | 52,487.50 | 65,000.00 | 65,000.00 | ||
| 204-02 | temporary hay or straw bales | 100 | EACH | 10.60 | 1,060.00 | 8.75 | 875.00 | 10.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 1,600 | LNFT | 2.85 | 4,560.00 | 3.75 | 6,000.00 | 5.00 | 8,000.00 | ||
| 302-02-D | class ii base course (8 1/2" thick) | 2,116.5 | SQYD | 44.70 | 94,607.55 | 22.50 | 47,621.25 | 31.00 | 65,611.50 | ||
| 304-01 | lime | 189.00 | TON | 177.00 | 33,453.00 | 162.50 | 30,712.50 | 200.00 | 37,800.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,200 | SQYD | 4.75 | 5,700.00 | 3.75 | 4,500.00 | 15.00 | 18,000.00 | ||
| 502-01 | superpave asphaltic concrete | 433.4 | TON | 189.00 | 81,912.60 | 225.00 | 97,515.00 | 270.00 | 117,018.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 21.20 | 3,180.00 | 21.25 | 3,187.50 | 25.00 | 3,750.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 64.70 | 6,470.00 | 56.25 | 5,625.00 | 75.00 | 7,500.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,240.00 | 8,960.00 | 2,000.00 | 8,000.00 | 3,000.00 | 12,000.00 | ||
| 705-02 | combination mesh & barbed wire fence | 225 | LNFT | 11.80 | 2,655.00 | 5.00 | 1,125.00 | 15.00 | 3,375.00 | ||
| 708-01 | right-of-way monument | 10 | EACH | 283.00 | 2,830.00 | 137.50 | 1,375.00 | 400.00 | 4,000.00 | ||
| 708-02 | right-of-way monument witness post | 10 | EACH | 248.00 | 2,480.00 | 125.00 | 1,250.00 | 400.00 | 4,000.00 | ||
| 712-04 | flexible revetment | 345 | SQYD | 79.20 | 27,324.00 | 81.25 | 28,031.25 | 90.00 | 31,050.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,690.00 | 7,690.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | ||
| 716-01-A | mulch (vegetative) | 4.6 | TON | 471.00 | 2,166.60 | 8,750.00 | 40,250.00 | 1,500.00 | 6,900.00 | ||
| 717-01 | seeding | 80 | LB | 11.80 | 944.00 | 25.00 | 2,000.00 | 25.00 | 2,000.00 | ||
| 718-01 | fertilizer | 2,670 | LB | 0.44 | 1,174.80 | 5.00 | 13,350.00 | 1.00 | 2,670.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 487 | SQYD | 5.90 | 2,873.30 | 3.75 | 1,826.25 | 8.00 | 3,896.00 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 307 | SQYD | 5.90 | 1,811.30 | 3.75 | 1,151.25 | 8.00 | 2,456.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 8,830.00 | 8,830.00 | 12,500.00 | 12,500.00 | 20,000.00 | 20,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 96,000.00 | 96,000.00 | 112,500.00 | 112,500.00 | 94,500.00 | 94,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 94.20 | 376.80 | 75.00 | 300.00 | 200.00 | 800.00 | ||
| 731-02 | reflectorized raised pavement markers | 17 | EACH | 11.80 | 200.60 | 6.25 | 106.25 | 30.00 | 510.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.252 | MILE | 11,800.00 | 2,973.60 | 9,750.00 | 2,457.00 | 15,000.00 | 3,780.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.126 | MILE | 5,890.00 | 742.14 | 2,962.50 | 373.28 | 8,500.00 | 1,071.00 | ||
| 740-01 | construction layout | lump | LUMP | 11,000.00 | 11,000.00 | 31,250.00 | 31,250.00 | 15,000.00 | 15,000.00 | ||
| 804-01-B | precast concrete piles (14") | 1,140 | LNFT | 48.60 | 55,404.00 | 93.75 | 106,875.00 | 68.00 | 77,520.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 5,100.00 | 5,100.00 | 1,250.00 | 1,250.00 | 1.00 | 1.00 | ||
| 805-01-F | class a concrete (bents) | 29.12 | CUYD | 708.00 | 20,616.96 | 1,500.00 | 43,680.00 | 1,600.00 | 46,592.00 | ||
| 805-03 | class aa concrete | 108.60 | CUYD | 600.00 | 65,160.00 | 1,250.00 | 135,750.00 | 1,300.00 | 141,180.00 | ||
| 806-01 | deformed reinforcing steel | 24,321 | LB | 1.00 | 24,321.00 | 1.13 | 27,482.73 | 1.50 | 36,481.50 | ||
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 118.00 | 18,880.00 | 56.25 | 9,000.00 | 100.00 | 16,000.00 | ||
| 813-01 | concrete approach slabs | 275.56 | SQYD | 285.00 | 78,534.60 | 250.00 | 68,890.00 | 285.00 | 78,534.60 | ||
| CONTRACTOR TOTAL | 977,976.45 | 1,012,206.76 | 1,058,441.60 | ||||||||