| |||
| Lead Project: 177-30-0021 | |||
| Parish: CONCORDIA | |||
| Routes: LA 131 | |||
| Description: LA 131 RELOCATION (1 MILE N. OF JCT. LA 15) | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,684,467.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,875,126.79 |
| 2 | 39580 | GERACE CONSTRUCTION LLC | $1,993,033.95 |
| 3 | 44640 | R.D. OWENS CONSTRUCTION, INC. | $2,058,896.04 |
| 4 | 35057 | CAMO CONSTRUCTION CO. INC. | $2,217,033.78 |
| 5 | 05789 | D & J CONSTRUCTION CO., INC. | $2,382,267.21 |
| 6 | 00568 | MERRICK CONSTRUCTION CO. | $2,713,045.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - GERACE CONSTRUCTION LLC |
- 3 - R.D. OWENS CONSTRUCTION, INC. |
- 4 - CAMO CONSTRUCTION CO. 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 | 7,500.00 | 7,500.00 | 75,000.00 | 75,000.00 | 12,000.00 | 12,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 16,333.3 | SQYD | 3.30 | 53,899.89 | 2.50 | 40,833.25 | 4.00 | 65,333.20 | 9.00 | 146,999.70 |
| 203-01 | general excavation | 5,044 | CUYD | 6.00 | 30,264.00 | 5.00 | 25,220.00 | 6.00 | 30,264.00 | 5.50 | 27,742.00 |
| 203-03 | embankment | 23,981 | CUYD | 13.25 | 317,748.25 | 17.00 | 407,677.00 | 16.00 | 383,696.00 | 25.00 | 599,525.00 |
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 225.00 | 2,250.00 | 75.00 | 750.00 | 200.00 | 2,000.00 | 112.00 | 1,120.00 |
| 204-06 | temporary silt fencing | 9,922 | LNFT | 1.50 | 14,883.00 | 2.00 | 19,844.00 | 2.00 | 19,844.00 | 2.50 | 24,805.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 | 12,000.00 | 24,000.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 24,286.0 | SQYD | 23.75 | 576,792.50 | 21.00 | 510,006.00 | 18.00 | 437,148.00 | 17.35 | 421,362.10 |
| 305-01 | subgrade layer (12" thick) | 19,876 | SQYD | 10.00 | 198,760.00 | 12.00 | 238,512.00 | 11.50 | 228,574.00 | 13.25 | 263,357.00 |
| 502-01 | superpave asphaltic concrete | 4,130.2 | TON | 102.00 | 421,280.40 | 115.00 | 474,973.00 | 118.80 | 490,667.76 | 111.00 | 458,452.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
21.0 | TON | 190.00 | 3,990.00 | 375.00 | 7,875.00 | 360.80 | 7,576.80 | 365.00 | 7,665.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 168 | LNFT | 235.00 | 39,480.00 | 175.00 | 29,400.00 | 150.00 | 25,200.00 | 150.00 | 25,200.00 |
| 701-05-G | side drain pipe (18") | 160 | LNFT | 45.00 | 7,200.00 | 85.00 | 13,600.00 | 38.00 | 6,080.00 | 35.00 | 5,600.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 6,500.00 | 6,500.00 | 20,000.00 | 20,000.00 | 13,900.00 | 13,900.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.341 | MILE | 500.00 | 170.50 | 1,000.00 | 341.00 | 500.00 | 170.50 | 485.00 | 165.39 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 4.099 | MILE | 600.00 | 2,459.40 | 2,200.00 | 9,017.80 | 900.00 | 3,689.10 | 971.00 | 3,980.13 |
| 713-06 | temporary reflectorized raised pavement markers | 125 | EACH | 5.00 | 625.00 | 10.00 | 1,250.00 | 6.00 | 750.00 | 6.00 | 750.00 |
| 716-01-A | mulch (vegetative) | 24.1 | TON | 420.00 | 10,122.00 | 500.00 | 12,050.00 | 500.00 | 12,050.00 | 440.00 | 10,604.00 |
| 717-01 | seeding | 362 | LB | 8.00 | 2,896.00 | 9.00 | 3,258.00 | 9.00 | 3,258.00 | 9.00 | 3,258.00 |
| 718-01 | fertilizer | 12,060 | LB | 0.55 | 6,633.00 | 0.65 | 7,839.00 | 0.50 | 6,030.00 | 0.45 | 5,427.00 |
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 14,100.00 | 14,100.00 |
| 726-01 | bedding material | 76.3 | CUYD | 95.00 | 7,248.50 | 95.00 | 7,248.50 | 125.00 | 9,537.50 | 45.25 | 3,452.58 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 95,000.00 | 95,000.00 | 90,000.00 | 90,000.00 | 70,788.00 | 70,788.00 |
| 731-02 | reflectorized raised pavement markers | 125 | EACH | 6.00 | 750.00 | 8.00 | 1,000.00 | 6.00 | 750.00 | 6.00 | 750.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.099 | MILE | 2,500.00 | 10,247.50 | 2,600.00 | 10,657.40 | 3,000.00 | 12,297.00 | 2,790.00 | 11,436.21 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.341 | MILE | 850.00 | 289.85 | 2,000.00 | 682.00 | 675.00 | 230.18 | 670.00 | 228.47 |
| 735-01 | mailboxes | 1 | EACH | 2.00 | 2.00 | 250.00 | 250.00 | 150.00 | 150.00 | 355.00 | 355.00 |
| 735-02 | mailbox supports (single) | 1 | EACH | 135.00 | 135.00 | 250.00 | 250.00 | 100.00 | 100.00 | 325.00 | 325.00 |
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 90,000.00 | 90,000.00 | 45,661.00 | 45,661.00 |
| S-001 | plugging existing water wells | 1 | EACH | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 8,525.00 | 8,525.00 |
| CONTRACTOR TOTAL | 1,875,126.79 | 1,993,033.95 | 2,058,896.04 | 2,217,033.78 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - D & J CONSTRUCTION CO., INC. |
- 6 - MERRICK CONSTRUCTION CO. |
|
|
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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 | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 16,333.3 | SQYD | 5.50 | 89,833.15 | 1.00 | 16,333.30 | ||||
| 203-01 | general excavation | 5,044 | CUYD | 7.00 | 35,308.00 | 2.00 | 10,088.00 | ||||
| 203-03 | embankment | 23,981 | CUYD | 16.00 | 383,696.00 | 40.00 | 959,240.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 200.00 | 2,000.00 | 20.00 | 200.00 | ||||
| 204-06 | temporary silt fencing | 9,922 | LNFT | 2.00 | 19,844.00 | 0.50 | 4,961.00 | ||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,000.00 | 2,000.00 | 500.00 | 1,000.00 | ||||
| 302-02-D | class ii base course (8 1/2" thick) | 24,286.0 | SQYD | 20.00 | 485,720.00 | 20.00 | 485,720.00 | ||||
| 305-01 | subgrade layer (12" thick) | 19,876 | SQYD | 15.00 | 298,140.00 | 18.00 | 357,768.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,130.2 | TON | 112.00 | 462,582.40 | 110.00 | 454,322.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
21.0 | TON | 400.00 | 8,400.00 | 400.00 | 8,400.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 168 | LNFT | 175.00 | 29,400.00 | 150.00 | 25,200.00 | ||||
| 701-05-G | side drain pipe (18") | 160 | LNFT | 50.00 | 8,000.00 | 50.00 | 8,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 10,000.00 | 10,000.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.341 | MILE | 260.00 | 88.66 | 400.00 | 136.40 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 4.099 | MILE | 350.00 | 1,434.65 | 800.00 | 3,279.20 | ||||
| 713-06 | temporary reflectorized raised pavement markers | 125 | EACH | 8.00 | 1,000.00 | 5.00 | 625.00 | ||||
| 716-01-A | mulch (vegetative) | 24.1 | TON | 400.00 | 9,640.00 | 1,000.00 | 24,100.00 | ||||
| 717-01 | seeding | 362 | LB | 8.00 | 2,896.00 | 10.00 | 3,620.00 | ||||
| 718-01 | fertilizer | 12,060 | LB | 0.45 | 5,427.00 | 1.00 | 12,060.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 12,000.00 | 12,000.00 | 2,000.00 | 2,000.00 | ||||
| 726-01 | bedding material | 76.3 | CUYD | 130.00 | 9,919.00 | 35.00 | 2,670.50 | ||||
| 727-01 | mobilization | lump | LUMP | 225,000.00 | 225,000.00 | 270,000.00 | 270,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 125 | EACH | 10.00 | 1,250.00 | 5.00 | 625.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.099 | MILE | 4,000.00 | 16,396.00 | 2,400.00 | 9,837.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.341 | MILE | 3,350.00 | 1,142.35 | 600.00 | 204.60 | ||||
| 735-01 | mailboxes | 1 | EACH | 25.00 | 25.00 | 5.00 | 5.00 | ||||
| 735-02 | mailbox supports (single) | 1 | EACH | 125.00 | 125.00 | 150.00 | 150.00 | ||||
| 740-01 | construction layout | lump | LUMP | 80,000.00 | 80,000.00 | 27,000.00 | 27,000.00 | ||||
| S-001 | plugging existing water wells | 1 | EACH | 6,000.00 | 6,000.00 | 500.00 | 500.00 | ||||
| CONTRACTOR TOTAL | 2,382,267.21 | 2,713,045.60 | |||||||||