| |||
| Lead Project: 832-08-0009 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 1036 | |||
| Description: S. JCT LA 441 - E. JCT LA 442 | |||
| Type Const:
cold planing, in-place cement treated base course, asphaltic concrete overlay, drainage structures and related work. | |||
| Estimated Construction Cost: $2,361,365.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,085,000.00 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,383,422.08 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,465,667.53 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,622,929.76 |
| 5 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,245,126.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - COASTAL BRIDGE CO., L.L.C. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 3,500.00 | 3,500.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 202-02-D | removal of concrete walks & drives | 36 | SQYD | 50.00 | 1,800.00 | 20.00 | 720.00 | 20.00 | 720.00 | 75.00 | 2,700.00 |
| 202-02-H | removal of guard rail | 862 | LNFT | 5.00 | 4,310.00 | 5.00 | 4,310.00 | 10.00 | 8,620.00 | 10.00 | 8,620.00 |
| 203-07 | borrow (vehicular measurement) | 2,345 | CUYD | 24.00 | 56,280.00 | 10.00 | 23,450.00 | 5.00 | 11,725.00 | 22.00 | 51,590.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 3,366 | CUYD | 5.00 | 16,830.00 | 10.00 | 33,660.00 | 10.00 | 33,660.00 | 22.00 | 74,052.00 |
| 204-02 | temporary hay or straw bales | 300 | EACH | 8.00 | 2,400.00 | 9.00 | 2,700.00 | 10.00 | 3,000.00 | 9.00 | 2,700.00 |
| 204-06 | temporary silt fencing | 880 | LNFT | 2.00 | 1,760.00 | 2.00 | 1,760.00 | 2.25 | 1,980.00 | 2.50 | 2,200.00 |
| 303-02 | removal of existing patches | 1,332 | SQYD | 5.00 | 6,660.00 | 1.00 | 1,332.00 | 10.00 | 13,320.00 | 10.00 | 13,320.00 |
| 304-05 | lime treatment (type e) | 442.25 | TON | 50.00 | 22,112.50 | 100.00 | 44,225.00 | 350.00 | 154,787.50 | 333.00 | 147,269.25 |
| 308-01-A | in-place cement treated base course (12" thick) | 64,181 | SQYD | 6.00 | 385,086.00 | 6.50 | 417,176.50 | 6.25 | 401,131.25 | 6.50 | 417,176.50 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 51.3 | CUYD | 85.00 | 4,360.50 | 35.00 | 1,795.50 | 50.00 | 2,565.00 | 62.74 | 3,218.56 |
| 502-01 | superpave asphaltic concrete | 11,975.6 | TON | 70.00 | 838,292.00 | 65.00 | 778,414.00 | 80.00 | 958,048.00 | 81.00 | 970,023.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,235.0 | TON | 1.00 | 1,235.00 | 150.00 | 185,250.00 | 100.00 | 123,500.00 | 140.00 | 172,900.00 |
| 509-01 | cold planing asphaltic pavement | 43,246 | SQYD | 1.50 | 64,869.00 | 2.50 | 108,115.00 | 2.50 | 108,115.00 | 1.85 | 80,005.10 |
| 509-01-A | cold planing asphaltic pavement(4 1/2" depth) | 9,979 | SQYD | 1.70 | 16,964.30 | 4.50 | 44,905.50 | 3.25 | 32,431.75 | 4.00 | 39,916.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,187 | CUYD | 10.00 | - 31,870.00 | 0.01 | - 31.87 | 0.00 | 0.00 | 0.10 | - 318.70 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 288 | LNFT | 160.00 | 46,080.00 | 170.00 | 48,960.00 | 120.00 | 34,560.00 | 200.00 | 57,600.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 48 | LNFT | 175.00 | 8,400.00 | 200.00 | 9,600.00 | 160.00 | 7,680.00 | 215.00 | 10,320.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 256 | LNFT | 190.00 | 48,640.00 | 225.00 | 57,600.00 | 200.00 | 51,200.00 | 250.00 | 64,000.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 112 | LNFT | 260.00 | 29,120.00 | 250.00 | 28,000.00 | 235.00 | 26,320.00 | 375.00 | 42,000.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 56 | LNFT | 290.00 | 16,240.00 | 300.00 | 16,800.00 | 275.00 | 15,400.00 | 400.00 | 22,400.00 |
| 701-08 | relaying pipe | 20 | LNFT | 220.00 | 4,400.00 | 120.00 | 2,400.00 | 150.00 | 3,000.00 | 115.00 | 2,300.00 |
| 701-15 | concrete collar | 3 | EACH | 2,500.00 | 7,500.00 | 1,000.00 | 3,000.00 | 750.00 | 2,250.00 | 750.00 | 2,250.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 312.5 | LNFT | 52.00 | 16,250.00 | 45.00 | 14,062.50 | 48.00 | 15,000.00 | 48.00 | 15,000.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 534.0 | LNFT | 63.00 | 33,642.00 | 55.00 | 29,370.00 | 55.00 | 29,370.00 | 52.00 | 27,768.00 |
| 704-03 | blocked out guard rail | 112.5 | LNFT | 23.00 | 2,587.50 | 20.00 | 2,250.00 | 25.00 | 2,812.50 | 18.00 | 2,025.00 |
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,500.00 | 30,000.00 | 2,000.00 | 24,000.00 | 2,500.00 | 30,000.00 | 2,100.00 | 25,200.00 |
| 711-03-C | riprap (30 lb) | 139.0 | TON | 110.00 | 15,290.00 | 100.00 | 13,900.00 | 90.00 | 12,510.00 | 110.00 | 15,290.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 90,853.40 | 90,853.40 | 140,100.00 | 140,100.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 713-02-A | temporary pavement markings (4" width) | 765 | LNFT | 0.10 | 76.50 | 0.10 | 76.50 | 0.15 | 114.75 | 0.10 | 76.50 |
| 713-02-E | temporary pavement markings (24" width) | 36 | LNFT | 1.00 | 36.00 | 0.10 | 3.60 | 1.00 | 36.00 | 1.00 | 36.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.320 | MILE | 350.00 | 4,662.00 | 600.00 | 7,992.00 | 400.00 | 5,328.00 | 130.00 | 1,731.60 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.600 | MILE | 10.00 | 66.00 | 10.00 | 66.00 | 300.00 | 1,980.00 | 300.00 | 1,980.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 45.780 | MILE | 10.00 | 457.80 | 10.00 | 457.80 | 1.00 | 45.78 | 450.00 | 20,601.00 |
| 726-01 | bedding material | 180.3 | CUYD | 65.00 | 11,719.50 | 0.01 | 1.80 | 100.00 | 18,030.00 | 100.00 | 18,030.00 |
| 727-01 | mobilization | lump | LUMP | 195,000.00 | 195,000.00 | 199,900.00 | 199,900.00 | 225,000.00 | 225,000.00 | 160,000.00 | 160,000.00 |
| 729-16-C | object marker assembly (type 3) | 62 | EACH | 80.00 | 4,960.00 | 70.00 | 4,340.00 | 75.00 | 4,650.00 | 75.00 | 4,650.00 |
| 731-02 | reflectorized raised pavement markers | 587 | EACH | 4.10 | 2,406.70 | 5.00 | 2,935.00 | 4.50 | 2,641.50 | 5.00 | 2,935.00 |
| 732-01-A | plastic pavement striping (4" width) | 255 | LNFT | 0.30 | 76.50 | 0.35 | 89.25 | 0.50 | 127.50 | 0.35 | 89.25 |
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 2.10 | 25.20 | 2.50 | 30.00 | 3.00 | 36.00 | 2.15 | 25.80 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.260 | MILE | 2,410.00 | 36,776.60 | 2,800.00 | 42,728.00 | 2,300.00 | 35,098.00 | 2,500.00 | 38,150.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.200 | MILE | 610.00 | 1,342.00 | 750.00 | 1,650.00 | 700.00 | 1,540.00 | 745.30 | 1,639.66 |
| 735-01 | mailboxes | 54 | EACH | 1.00 | 54.00 | 5.00 | 270.00 | 1.00 | 54.00 | 1.21 | 65.34 |
| 735-02 | mailbox supports (single) | 54 | EACH | 85.00 | 4,590.00 | 150.00 | 8,100.00 | 150.00 | 8,100.00 | 103.01 | 5,562.54 |
| 739-01 | hydro-seeding | 5.38 | ACRE | 950.00 | 5,111.00 | 1,100.00 | 5,918.00 | 1,000.00 | 5,380.00 | 1,151.33 | 6,194.16 |
| 740-01 | construction layout | lump | LUMP | 62,000.00 | 62,000.00 | 49,900.00 | 49,900.00 | 20,000.00 | 20,000.00 | 24,700.00 | 24,700.00 |
| S-001 | sawcutting of concrete/asphalt driveways and turnouts (full depth) |
480 | LNFT | 0.10 | 48.00 | 8.00 | 3,840.00 | 10.00 | 4,800.00 | 12.92 | 6,201.60 |
| S-002 | cleaning existing ditches | 2,400 | LNFT | 5.00 | 12,000.00 | 7.00 | 16,800.00 | 10.00 | 24,000.00 | 3.64 | 8,736.00 |
| CONTRACTOR TOTAL | 2,085,000.00 | 2,383,422.08 | 2,465,667.53 | 2,622,929.76 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BARBER BROS. CONTRACTING CO., L.L.C |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 36 | SQYD | 50.00 | 1,800.00 | ||||||
| 202-02-H | removal of guard rail | 862 | LNFT | 10.00 | 8,620.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 2,345 | CUYD | 20.00 | 46,900.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 3,366 | CUYD | 16.00 | 53,856.00 | ||||||
| 204-02 | temporary hay or straw bales | 300 | EACH | 20.00 | 6,000.00 | ||||||
| 204-06 | temporary silt fencing | 880 | LNFT | 2.00 | 1,760.00 | ||||||
| 303-02 | removal of existing patches | 1,332 | SQYD | 40.00 | 53,280.00 | ||||||
| 304-05 | lime treatment (type e) | 442.25 | TON | 600.00 | 265,350.00 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 64,181 | SQYD | 10.00 | 641,810.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 51.3 | CUYD | 40.00 | 2,052.00 | ||||||
| 502-01 | superpave asphaltic concrete | 11,975.6 | TON | 85.00 | 1,017,926.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,235.0 | TON | 120.00 | 148,200.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 43,246 | SQYD | 3.00 | 129,738.00 | ||||||
| 509-01-A | cold planing asphaltic pavement(4 1/2" depth) | 9,979 | SQYD | 4.00 | 39,916.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,187 | CUYD | 0.00 | 0.00 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 288 | LNFT | 140.00 | 40,320.00 | ||||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 48 | LNFT | 165.00 | 7,920.00 | ||||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 256 | LNFT | 190.00 | 48,640.00 | ||||||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 112 | LNFT | 210.00 | 23,520.00 | ||||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 56 | LNFT | 250.00 | 14,000.00 | ||||||
| 701-08 | relaying pipe | 20 | LNFT | 250.00 | 5,000.00 | ||||||
| 701-15 | concrete collar | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 312.5 | LNFT | 50.00 | 15,625.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 534.0 | LNFT | 60.00 | 32,040.00 | ||||||
| 704-03 | blocked out guard rail | 112.5 | LNFT | 25.00 | 2,812.50 | ||||||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,400.00 | 28,800.00 | ||||||
| 711-03-C | riprap (30 lb) | 139.0 | TON | 80.00 | 11,120.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 713-02-A | temporary pavement markings (4" width) | 765 | LNFT | 0.15 | 114.75 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 36 | LNFT | 1.00 | 36.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.320 | MILE | 400.00 | 5,328.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.600 | MILE | 350.00 | 2,310.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 45.780 | MILE | 475.00 | 21,745.50 | ||||||
| 726-01 | bedding material | 180.3 | CUYD | 60.00 | 10,818.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 62 | EACH | 80.00 | 4,960.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 587 | EACH | 5.00 | 2,935.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 255 | LNFT | 0.50 | 127.50 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 4.00 | 48.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.260 | MILE | 2,800.00 | 42,728.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.200 | MILE | 800.00 | 1,760.00 | ||||||
| 735-01 | mailboxes | 54 | EACH | 10.00 | 540.00 | ||||||
| 735-02 | mailbox supports (single) | 54 | EACH | 150.00 | 8,100.00 | ||||||
| 739-01 | hydro-seeding | 5.38 | ACRE | 1,500.00 | 8,070.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| S-001 | sawcutting of concrete/asphalt driveways and turnouts (full depth) |
480 | LNFT | 10.00 | 4,800.00 | ||||||
| S-002 | cleaning existing ditches | 2,400 | LNFT | 8.00 | 19,200.00 | ||||||
| CONTRACTOR TOTAL | 3,245,126.25 | ||||||||||