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| DBE GOAL FED | |||
| Lead Project: 832-29-0011 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 1025 | |||
| Description: JCT.LA 16 - JCT. LA 447 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic conc., superpave asphaltic concrete pavement, portland concrete cement pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $3,785,401.37 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,205,616.92 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $3,368,850.37 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,520,365.00 |
| 4 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $4,398,832.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 4 - BARRIERE CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-A | removal of bridges (str.8322904961) | 1 | EACH | 6,600.00 | 6,600.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 202-02-H | removal of guard rail | 820 | LNFT | 3.50 | 2,870.00 | 5.00 | 4,100.00 | 5.00 | 4,100.00 | 13.00 | 10,660.00 |
| 203-08 | borrow (vehicular measurement) | 985 | CUYD | 13.00 | 12,805.00 | 5.00 | 4,925.00 | 25.00 | 24,625.00 | 22.00 | 21,670.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 5,101 | CUYD | 10.00 | 51,010.00 | 5.00 | 25,505.00 | 18.00 | 91,818.00 | 22.00 | 112,222.00 |
| 204-02 | temporary hay or straw bales | 35 | EACH | 33.00 | 1,155.00 | 15.00 | 525.00 | 25.00 | 875.00 | 17.00 | 595.00 |
| 204-06 | temporary silt fencing | 66,106 | LNFT | 2.00 | 132,212.00 | 1.30 | 85,937.80 | 1.00 | 66,106.00 | 1.40 | 92,548.40 |
| 303-02 | removal of existing patches | 2,200 | SQYD | 20.00 | 44,000.00 | 2.00 | 4,400.00 | 15.00 | 33,000.00 | 9.00 | 19,800.00 |
| 502-01 | superpave asphaltic concrete | 18,446.5 | TON | 58.00 | 1,069,897.00 | 60.00 | 1,106,790.00 | 68.00 | 1,254,362.00 | 83.00 | 1,531,059.50 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,208.6 | TON | 110.00 | 242,946.00 | 60.00 | 132,516.00 | 100.00 | 220,860.00 | 83.00 | 183,313.80 |
| 509-01 | cold planing asphaltic pavement | 74,257 | SQYD | 1.50 | 111,385.50 | 2.00 | 148,514.00 | 2.00 | 148,514.00 | 3.50 | 259,899.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,093 | CUYD | 0.10 | - 309.30 | 0.01 | - 30.93 | 0.00 | 0.00 | 5.00 | - 15,465.00 |
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 300 | LNFT | 160.00 | 48,000.00 | 275.00 | 82,500.00 | 260.00 | 78,000.00 | 180.00 | 54,000.00 |
| 701-01-K/M | cross drain pipe (30" rcp/pcp or 36" cmp) | 148 | LNFT | 190.00 | 28,120.00 | 280.00 | 41,440.00 | 275.00 | 40,700.00 | 220.00 | 32,560.00 |
| 701-01-O/P | cross drain pipe (48" rcp/pcp or 54" cmp) | 52 | LNFT | 260.00 | 13,520.00 | 375.00 | 19,500.00 | 360.00 | 18,720.00 | 300.00 | 15,600.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 8 | LNFT | 220.00 | 1,760.00 | 300.00 | 2,400.00 | 300.00 | 2,400.00 | 250.00 | 2,000.00 |
| 701-02-L/N | cross drain pipe arch (72" equiv. rcpa or 84" equiv. cmpa) |
200 | LNFT | 500.00 | 100,000.00 | 700.00 | 140,000.00 | 650.00 | 130,000.00 | 550.00 | 110,000.00 |
| 701-05-K | side drain pipe (30") | 90 | LNFT | 110.00 | 9,900.00 | 100.00 | 9,000.00 | 90.00 | 8,100.00 | 130.00 | 11,700.00 |
| 701-05-M | side drain pipe (36") | 190 | LNFT | 140.00 | 26,600.00 | 120.00 | 22,800.00 | 100.00 | 19,000.00 | 150.00 | 28,500.00 |
| 701-05-O | side drain pipe (48") | 100 | LNFT | 165.00 | 16,500.00 | 130.00 | 13,000.00 | 120.00 | 12,000.00 | 180.00 | 18,000.00 |
| 701-05-P | side drain pipe (54") | 125 | LNFT | 140.00 | 17,500.00 | 150.00 | 18,750.00 | 150.00 | 18,750.00 | 220.00 | 27,500.00 |
| 701-06-I | side drain pipe arch (54" equiv.) | 125 | LNFT | 200.00 | 25,000.00 | 160.00 | 20,000.00 | 160.00 | 20,000.00 | 230.00 | 28,750.00 |
| 701-15 | concrete collar | 1 | EACH | 1,650.00 | 1,650.00 | 600.00 | 600.00 | 600.00 | 600.00 | 2,000.00 | 2,000.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 440.1 | LNFT | 35.00 | 15,403.50 | 33.00 | 14,523.30 | 40.00 | 17,604.00 | 60.00 | 26,406.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 240.0 | LNFT | 40.00 | 9,600.00 | 37.00 | 8,880.00 | 45.00 | 10,800.00 | 50.00 | 12,000.00 |
| 704-01-D | guard rail (double thrie beam)(6'-3" post spacing) | 66.0 | LNFT | 37.00 | 2,442.00 | 35.00 | 2,310.00 | 40.00 | 2,640.00 | 60.00 | 3,960.00 |
| 704-03 | blocked out guard rail | 362.6 | LNFT | 20.00 | 7,252.00 | 18.00 | 6,526.80 | 25.00 | 9,065.00 | 25.00 | 9,065.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 87.5 | LNFT | 58.00 | 5,075.00 | 54.00 | 4,725.00 | 60.00 | 5,250.00 | 68.00 | 5,950.00 |
| 704-11-A | guard rail end treatment (flared) | 14 | EACH | 2,000.00 | 28,000.00 | 1,900.00 | 26,600.00 | 2,500.00 | 35,000.00 | 2,500.00 | 35,000.00 |
| 707-04 | asphaltic curb | 80.0 | LNFT | 30.00 | 2,400.00 | 60.00 | 4,800.00 | 50.00 | 4,000.00 | 60.00 | 4,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,500.00 | 9,500.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 36 | LNFT | 0.70 | 25.20 | 0.50 | 18.00 | 2.00 | 72.00 | 1.00 | 36.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.780 | MILE | 150.00 | 2,817.00 | 500.00 | 9,390.00 | 350.00 | 6,573.00 | 190.00 | 3,568.20 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.590 | MILE | 330.00 | 2,504.70 | 10.00 | 75.90 | 400.00 | 3,036.00 | 330.00 | 2,504.70 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 64.650 | MILE | 660.00 | 42,669.00 | 100.00 | 6,465.00 | 700.00 | 45,255.00 | 600.00 | 38,790.00 |
| 722-01 | project site laboratory | 1 | EACH | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 |
| 726-01 | bedding material | 237.6 | CUYD | 88.00 | 20,908.80 | 60.00 | 14,256.00 | 65.00 | 15,444.00 | 90.00 | 21,384.00 |
| 727-01 | mobilization | lump | LUMP | 210,000.00 | 210,000.00 | 109,000.00 | 109,000.00 | 50,000.00 | 50,000.00 | 390,000.00 | 390,000.00 |
| 729-16-C | object marker assembly (type 3) | 58 | EACH | 85.44 | 4,955.52 | 75.00 | 4,350.00 | 85.00 | 4,930.00 | 90.00 | 5,220.00 |
| 731-02 | reflectorized raised pavement markers | 827 | EACH | 5.00 | 4,135.00 | 7.00 | 5,789.00 | 6.00 | 4,962.00 | 6.00 | 4,962.00 |
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 3.30 | 39.60 | 4.00 | 48.00 | 5.00 | 60.00 | 8.00 | 96.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.550 | MILE | 2,500.00 | 53,875.00 | 2,900.00 | 62,495.00 | 3,000.00 | 64,650.00 | 3,000.00 | 64,650.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.530 | MILE | 900.00 | 2,277.00 | 1,000.00 | 2,530.00 | 900.00 | 2,277.00 | 900.00 | 2,277.00 |
| 735-01 | mailboxes | 280 | EACH | 1.10 | 308.00 | 1.00 | 280.00 | 2.00 | 560.00 | 7.00 | 1,960.00 |
| 735-02 | mailbox supports (single) | 280 | EACH | 140.00 | 39,200.00 | 130.00 | 36,400.00 | 120.00 | 33,600.00 | 150.00 | 42,000.00 |
| 739-01 | hydro-seeding | 4.00 | ACRE | 1,000.00 | 4,000.00 | 1,000.00 | 4,000.00 | 1,200.00 | 4,800.00 | 1,300.00 | 5,200.00 |
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 80,700.00 | 80,700.00 | 30,000.00 | 30,000.00 | 70,000.00 | 70,000.00 |
| 744-01 | traffic control management | lump | LUMP | 30,000.00 | 30,000.00 | 95,000.00 | 95,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 87.72 | CUYD | 1,400.00 | 122,808.00 | 1,400.00 | 122,808.00 | 1,500.00 | 131,580.00 | 1,500.00 | 131,580.00 |
| 806-01 | deformed reinforcing steel | 5,074 | LB | 2.00 | 10,148.00 | 2.25 | 11,416.50 | 2.50 | 12,685.00 | 2.50 | 12,685.00 |
| S-001 | cement treated base course (12 in depth) | 99,056 | SQYD | 5.40 | 534,902.40 | 7.00 | 693,392.00 | 7.00 | 693,392.00 | 7.60 | 752,825.60 |
| S-002 | u-channel post installation | 110 | EACH | 55.00 | 6,050.00 | 50.00 | 5,500.00 | 60.00 | 6,600.00 | 100.00 | 11,000.00 |
| S-003 | cleaning existing ditches | 3,000 | LNFT | 9.00 | 27,000.00 | 12.00 | 36,000.00 | 12.00 | 36,000.00 | 9.00 | 27,000.00 |
| S-004 | special anchor section | 2 | EACH | 1,100.00 | 2,200.00 | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 |
| CONTRACTOR TOTAL | 3,205,616.92 | 3,368,850.37 | 3,520,365.00 | 4,398,832.70 | |||||||