| |||
| DBE GOAL FED | |||
| Lead Project: 713-35-0115 | |||
| Parish: NATCHITOCHES | |||
| Routes: | |||
| Description: POSEY ROAD BRIDGE OVER POSEY BRANCH | |||
| Type Const: removal of bridge, reinforced concrete box culverts, and related work. | |||
| Estimated Construction Cost: $282,965.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. BURNELL, INC. | $189,249.50 |
| 2 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $237,962.30 |
| 3 | 33685 | SPECIALTY CONTRACTORS | $246,342.50 |
| 4 | 25088 | RCS CONTRACTORS, INC. | $251,234.72 |
| 5 | 44111 | CONSTRUCTING SOLUTIONS LLC | $265,649.50 |
| 6 | 18546 | C W & W CONTRACTORS, INC. | $289,600.00 |
| 7 | 09090 | GUINN BROTHERS, LLC. | $367,573.00 |
| 8 | 37477 | VANTEL, INC | $399,681.00 |
| 9 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $445,166.26 |
| 10 | 44289 | JEFF MERCER LLC | $464,746.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. J. BURNELL, INC. |
- 2 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 3 - SPECIALTY CONTRACTORS |
- 4 - RCS CONTRACTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 10,100.00 | 10,100.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-01 | removal of bridge(sta. 19+40.53; 22'wide x 39.38'long | 1 | EACH | 5,000.00 | 5,000.00 | 10,300.00 | 10,300.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 203-05 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | 13,400.00 | 13,400.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 204-02 | temporary hay or straw bales | 47 | EACH | 10.00 | 470.00 | 14.00 | 658.00 | 5.00 | 235.00 | 18.00 | 846.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 100.00 | 800.00 | 187.00 | 1,496.00 | 125.00 | 1,000.00 | 150.00 | 1,200.00 |
| 204-06 | temporary silt fencing | 383 | LNFT | 2.00 | 766.00 | 2.00 | 766.00 | 1.50 | 574.50 | 2.00 | 766.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 82.6 | CUYD | 75.00 | 6,195.00 | 95.00 | 7,847.00 | 75.00 | 6,195.00 | 100.00 | 8,260.00 |
| 701-05-I | side drain pipe (24") | 160 | LNFT | 50.00 | 8,000.00 | 30.00 | 4,800.00 | 40.00 | 6,400.00 | 75.00 | 12,000.00 |
| 705-01 | barbed wire fence | 100 | LNFT | 7.00 | 700.00 | 7.40 | 740.00 | 8.00 | 800.00 | 7.00 | 700.00 |
| 711-01-D | riprap (55 lb,18" thick ) | 186 | SQYD | 50.00 | 9,300.00 | 122.00 | 22,692.00 | 75.00 | 13,950.00 | 49.00 | 9,114.00 |
| 711-04 | geotextile fabric | 186 | SQYD | 2.50 | 465.00 | 3.40 | 632.40 | 2.00 | 372.00 | 2.00 | 372.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | 8,400.00 | 8,400.00 | 3,000.00 | 3,000.00 | 7,500.00 | 7,500.00 |
| 716-01-A | mulch (vegetative) | 0.8 | TON | 1,000.00 | 800.00 | 3,060.00 | 2,448.00 | 1,500.00 | 1,200.00 | 1,000.00 | 800.00 |
| 717-01 | seeding | 18 | LB | 20.00 | 360.00 | 6.30 | 113.40 | 8.00 | 144.00 | 14.00 | 252.00 |
| 718-01 | fertilizer | 410 | LB | 1.00 | 410.00 | 0.50 | 205.00 | 0.75 | 307.50 | 1.00 | 410.00 |
| 726-01 | bedding material | 137.5 | CUYD | 85.00 | 11,687.50 | 107.00 | 14,712.50 | 75.00 | 10,312.50 | 100.00 | 13,750.00 |
| 727-01 | mobilization | lump | LUMP | 17,000.00 | 17,000.00 | 10,200.00 | 10,200.00 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 81.00 | 324.00 | 200.00 | 800.00 | 75.00 | 300.00 |
| 740-01 | construction layout | lump | LUMP | 2,000.00 | 2,000.00 | 5,200.00 | 5,200.00 | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 26.64 | CUYD | 1,000.00 | 26,640.00 | 840.00 | 22,377.60 | 1,500.00 | 39,960.00 | 1,669.00 | 44,462.16 |
| 805-12-M | reinforced concrete box culverts (6'x 6')(precast only,astm c1433) |
192.0 | LNFT | 350.00 | 67,200.00 | 500.00 | 96,000.00 | 650.00 | 124,800.00 | 553.18 | 106,210.56 |
| 806-01 | deformed reinforcing steel | 2,528 | LB | 2.00 | 5,056.00 | 1.80 | 4,550.40 | 1.50 | 3,792.00 | 1.50 | 3,792.00 |
| CONTRACTOR TOTAL | 189,249.50 | 237,962.30 | 246,342.50 | 251,234.72 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CONSTRUCTING SOLUTIONS LLC |
- 6 - C W & W CONTRACTORS, INC. |
- 7 - GUINN BROTHERS, LLC. |
- 8 - VANTEL, INC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-01 | removal of bridge(sta. 19+40.53; 22'wide x 39.38'long | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 203-05 | excavation & embankment | lump | LUMP | 12,000.00 | 12,000.00 | 19,000.00 | 19,000.00 | 31,500.00 | 31,500.00 | 25,000.00 | 25,000.00 |
| 204-02 | temporary hay or straw bales | 47 | EACH | 20.00 | 940.00 | 5.00 | 235.00 | 10.00 | 470.00 | 100.00 | 4,700.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 250.00 | 2,000.00 | 75.00 | 600.00 | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 204-06 | temporary silt fencing | 383 | LNFT | 5.00 | 1,915.00 | 3.00 | 1,149.00 | 5.00 | 1,915.00 | 2.00 | 766.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 82.6 | CUYD | 100.00 | 8,260.00 | 90.00 | 7,434.00 | 125.00 | 10,325.00 | 150.00 | 12,390.00 |
| 701-05-I | side drain pipe (24") | 160 | LNFT | 65.00 | 10,400.00 | 60.00 | 9,600.00 | 98.00 | 15,680.00 | 60.00 | 9,600.00 |
| 705-01 | barbed wire fence | 100 | LNFT | 8.00 | 800.00 | 15.00 | 1,500.00 | 20.00 | 2,000.00 | 25.00 | 2,500.00 |
| 711-01-D | riprap (55 lb,18" thick ) | 186 | SQYD | 76.00 | 14,136.00 | 85.00 | 15,810.00 | 125.00 | 23,250.00 | 75.00 | 13,950.00 |
| 711-04 | geotextile fabric | 186 | SQYD | 5.00 | 930.00 | 3.00 | 558.00 | 7.00 | 1,302.00 | 3.50 | 651.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | 14,500.00 | 14,500.00 |
| 716-01-A | mulch (vegetative) | 0.8 | TON | 2,000.00 | 1,600.00 | 3,000.00 | 2,400.00 | 5,000.00 | 4,000.00 | 5,000.00 | 4,000.00 |
| 717-01 | seeding | 18 | LB | 25.00 | 450.00 | 40.00 | 720.00 | 50.00 | 900.00 | 8.00 | 144.00 |
| 718-01 | fertilizer | 410 | LB | 1.00 | 410.00 | 2.00 | 820.00 | 4.00 | 1,640.00 | 1.00 | 410.00 |
| 726-01 | bedding material | 137.5 | CUYD | 75.00 | 10,312.50 | 100.00 | 13,750.00 | 130.00 | 17,875.00 | 100.00 | 13,750.00 |
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 29,000.00 | 29,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 125.00 | 500.00 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 26.64 | CUYD | 1,200.00 | 31,968.00 | 1,000.00 | 26,640.00 | 1,500.00 | 39,960.00 | 1,500.00 | 39,960.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6')(precast only,astm c1433) |
192.0 | LNFT | 550.00 | 105,600.00 | 700.00 | 134,400.00 | 598.00 | 114,816.00 | 865.00 | 166,080.00 |
| 806-01 | deformed reinforcing steel | 2,528 | LB | 1.00 | 2,528.00 | 3.00 | 7,584.00 | 5.00 | 12,640.00 | 10.00 | 25,280.00 |
| CONTRACTOR TOTAL | 265,649.50 | 289,600.00 | 367,573.00 | 399,681.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 9 - CERES ENVIRONMENTAL SERVICES,INC. |
- 10 - JEFF MERCER LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 18,750.00 | 18,750.00 | 45,000.00 | 45,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 19+40.53; 22'wide x 39.38'long | 1 | EACH | 9,375.00 | 9,375.00 | 35,000.00 | 35,000.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||||
| 204-02 | temporary hay or straw bales | 47 | EACH | 25.00 | 1,175.00 | 18.00 | 846.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 312.50 | 2,500.00 | 150.00 | 1,200.00 | ||||
| 204-06 | temporary silt fencing | 383 | LNFT | 5.00 | 1,915.00 | 1.80 | 689.40 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 82.6 | CUYD | 75.00 | 6,195.00 | 85.00 | 7,021.00 | ||||
| 701-05-I | side drain pipe (24") | 160 | LNFT | 100.00 | 16,000.00 | 78.00 | 12,480.00 | ||||
| 705-01 | barbed wire fence | 100 | LNFT | 23.75 | 2,375.00 | 15.00 | 1,500.00 | ||||
| 711-01-D | riprap (55 lb,18" thick ) | 186 | SQYD | 70.00 | 13,020.00 | 70.00 | 13,020.00 | ||||
| 711-04 | geotextile fabric | 186 | SQYD | 8.13 | 1,512.18 | 2.00 | 372.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,625.00 | 10,625.00 | 2,500.00 | 2,500.00 | ||||
| 716-01-A | mulch (vegetative) | 0.8 | TON | 2,500.00 | 2,000.00 | 730.00 | 584.00 | ||||
| 717-01 | seeding | 18 | LB | 25.00 | 450.00 | 8.50 | 153.00 | ||||
| 718-01 | fertilizer | 410 | LB | 3.75 | 1,537.50 | 0.58 | 237.80 | ||||
| 726-01 | bedding material | 137.5 | CUYD | 75.00 | 10,312.50 | 90.00 | 12,375.00 | ||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 144,000.00 | 144,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 112.50 | 450.00 | 88.00 | 352.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,750.00 | 8,750.00 | 1,800.00 | 1,800.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 26.64 | CUYD | 1,625.00 | 43,290.00 | 1,500.00 | 39,960.00 | ||||
| 805-12-M | reinforced concrete box culverts (6'x 6')(precast only,astm c1433) |
192.0 | LNFT | 987.50 | 189,600.00 | 550.00 | 105,600.00 | ||||
| 806-01 | deformed reinforcing steel | 2,528 | LB | 2.11 | 5,334.08 | 2.00 | 5,056.00 | ||||
| CONTRACTOR TOTAL | 445,166.26 | 464,746.20 | |||||||||