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| DBE GOAL FED | |||
| Lead Project: 262-01-0033 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 16 | |||
| Description: JUNCTION ROUTE LA 447 - JUNCTION ROUTE LA 1026 | |||
| Type Const:
grading, drainage structures, pavement patching, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,993,745.04 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,998,543.61 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,046,003.55 |
| 4 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,147,157.20 |
| 5 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,149,952.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 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-H | removal of guard rail | 940 | LNFT | 4.00 | 3,760.00 | 5.00 | 4,700.00 | 6.50 | 6,110.00 | 4.00 | 3,760.00 |
| 203-08 | borrow (vehicular measurement) | 2,177 | CUYD | 17.00 | 37,009.00 | 1.00 | 2,177.00 | 15.00 | 32,655.00 | 14.50 | 31,566.50 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 100.00 | 1,200.00 | 100.00 | 1,200.00 | 200.00 | 2,400.00 | 110.00 | 1,320.00 |
| 204-06 | temporary silt fencing | 5,100 | LNFT | 1.35 | 6,885.00 | 0.55 | 2,805.00 | 1.50 | 7,650.00 | 1.40 | 7,140.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
200 | CUYD | 29.00 | 5,800.00 | 30.00 | 6,000.00 | 40.00 | 8,000.00 | 61.00 | 12,200.00 |
| 502-01 | superpave asphaltic concrete | 22,782.1 | TON | 46.40 | 1,057,089.44 | 53.50 | 1,218,842.35 | 48.00 | 1,093,540.80 | 56.00 | 1,275,797.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
2,265.6 | TON | 105.00 | 237,888.00 | 1.00 | 2,265.60 | 75.00 | 169,920.00 | 1.00 | 2,265.60 |
| 509-01 | cold planing asphaltic pavement | 113,618 | SQYD | 1.19 | 135,205.42 | 2.80 | 318,130.40 | 1.25 | 142,022.50 | 1.80 | 204,512.40 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,367 | CUYD | 0.10 | - 236.70 | 1.00 | - 2,367.00 | FREE | FREE | 10.00 | - 23,670.00 |
| 701-02-I | cross drain pipe arch (54" equiv cmpa) | 24 | LNFT | 160.00 | 3,840.00 | 200.00 | 4,800.00 | 400.00 | 9,600.00 | 190.00 | 4,560.00 |
| 701-02-J | cross drain pipe arch (60" equiv rcpa) | 56 | LNFT | 310.00 | 17,360.00 | 350.00 | 19,600.00 | 300.00 | 16,800.00 | 300.00 | 16,800.00 |
| 701-08 | relaying pipe | 8 | LNFT | 104.00 | 832.00 | 75.00 | 600.00 | 500.00 | 4,000.00 | 140.00 | 1,120.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 4 | LNFT | 135.00 | 540.00 | 500.00 | 2,000.00 | 500.00 | 2,000.00 | 270.00 | 1,080.00 |
| 701-15 | concrete collar | 4 | EACH | 674.00 | 2,696.00 | 2,000.00 | 8,000.00 | 750.00 | 3,000.00 | 1,200.00 | 4,800.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 37.00 | 7,400.00 | 31.00 | 6,200.00 | 40.00 | 8,000.00 | 52.00 | 10,400.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 308.0 | LNFT | 47.00 | 14,476.00 | 45.00 | 13,860.00 | 55.00 | 16,940.00 | 37.00 | 11,396.00 |
| 704-03 | blocked out guard rail | 125.0 | LNFT | 17.00 | 2,125.00 | 16.00 | 2,000.00 | 20.00 | 2,500.00 | 18.00 | 2,250.00 |
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,300.00 | 18,400.00 | 2,200.00 | 17,600.00 | 2,500.00 | 20,000.00 | 2,100.00 | 16,800.00 |
| 711-03-C | riprap (30 lb) | 263.3 | TON | 67.00 | 17,641.10 | 45.00 | 11,848.50 | 75.00 | 19,747.50 | 62.00 | 16,324.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 34,000.00 | 34,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
21.810 | MILE | 130.00 | 2,835.30 | 300.00 | 6,543.00 | 325.00 | 7,088.25 | 150.00 | 3,271.50 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.720 | MILE | 259.00 | 963.48 | 320.00 | 1,190.40 | 300.00 | 1,116.00 | 320.00 | 1,190.40 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 81.360 | MILE | 500.00 | 40,680.00 | 1.00 | 81.36 | 400.00 | 32,544.00 | 40.00 | 3,254.40 |
| 724-01-B | pavement patching (12" minimum thickness) | 2,000 | SQYD | 68.00 | 136,000.00 | 20.00 | 40,000.00 | 60.00 | 120,000.00 | 55.00 | 110,000.00 |
| 726-01 | bedding material | 30.6 | CUYD | 68.00 | 2,080.80 | 65.00 | 1,989.00 | 40.00 | 1,224.00 | 52.00 | 1,591.20 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 120,000.00 | 120,000.00 | 95,000.00 | 95,000.00 | 180,000.00 | 180,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 67.00 | 536.00 | 75.00 | 600.00 | 75.00 | 600.00 | 80.00 | 640.00 |
| 731-02 | reflectorized raised pavement markers | 3,729 | EACH | 5.00 | 18,645.00 | 5.00 | 18,645.00 | 5.50 | 20,509.50 | 5.00 | 18,645.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 27.120 | MILE | 2,000.00 | 54,240.00 | 2,000.00 | 54,240.00 | 2,400.00 | 65,088.00 | 2,000.00 | 54,240.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.240 | MILE | 780.00 | 967.20 | 700.00 | 868.00 | 900.00 | 1,116.00 | 700.00 | 868.00 |
| 735-01 | mailboxes | 231 | EACH | 15.00 | 3,465.00 | 1.00 | 231.00 | 2.00 | 462.00 | 5.00 | 1,155.00 |
| 735-02 | mailbox supports (single) | 231 | EACH | 150.00 | 34,650.00 | 125.00 | 28,875.00 | 135.00 | 31,185.00 | 110.00 | 25,410.00 |
| 739-01 | hydro-seeding | 4.41 | ACRE | 1,000.00 | 4,410.00 | 900.00 | 3,969.00 | 1,500.00 | 6,615.00 | 1,000.00 | 4,410.00 |
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 31,000.00 | 31,000.00 |
| 744-01 | traffic control management | lump | LUMP | 17,000.00 | 17,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 70,000.00 | 70,000.00 |
| S-001 | u-channel post installation | 101 | each | 62.00 | 6,262.00 | 50.00 | 5,050.00 | 70.00 | 7,070.00 | 59.00 | 5,959.00 |
| S-002 | cleaning existing ditches | 100 | LNFT | 11.00 | 1,100.00 | 10.00 | 1,000.00 | 15.00 | 1,500.00 | 11.00 | 1,100.00 |
| CONTRACTOR TOTAL | 1,993,745.04 | 1,998,543.61 | 2,046,003.55 | 2,147,157.20 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 940 | LNFT | 3.00 | 2,820.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 2,177 | CUYD | 15.00 | 32,655.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 120.00 | 1,440.00 | ||||||
| 204-06 | temporary silt fencing | 5,100 | LNFT | 1.15 | 5,865.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
200 | CUYD | 50.00 | 10,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 22,782.1 | TON | 40.00 | 911,284.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
2,265.6 | TON | 40.00 | 90,624.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 113,618 | SQYD | 1.50 | 170,427.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,367 | CUYD | 0.10 | - 236.70 | ||||||
| 701-02-I | cross drain pipe arch (54" equiv cmpa) | 24 | LNFT | 200.00 | 4,800.00 | ||||||
| 701-02-J | cross drain pipe arch (60" equiv rcpa) | 56 | LNFT | 250.00 | 14,000.00 | ||||||
| 701-08 | relaying pipe | 8 | LNFT | 125.00 | 1,000.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 4 | LNFT | 150.00 | 600.00 | ||||||
| 701-15 | concrete collar | 4 | EACH | 850.00 | 3,400.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 31.00 | 6,200.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 308.0 | LNFT | 45.00 | 13,860.00 | ||||||
| 704-03 | blocked out guard rail | 125.0 | LNFT | 16.00 | 2,000.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,200.00 | 17,600.00 | ||||||
| 711-03-C | riprap (30 lb) | 263.3 | TON | 45.00 | 11,848.50 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
21.810 | MILE | 400.00 | 8,724.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.720 | MILE | 100.00 | 372.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 81.360 | MILE | 200.00 | 16,272.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 2,000 | SQYD | 70.00 | 140,000.00 | ||||||
| 726-01 | bedding material | 30.6 | CUYD | 60.00 | 1,836.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 210,000.00 | 210,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 3,729 | EACH | 6.00 | 22,374.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 27.120 | MILE | 2,300.00 | 62,376.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.240 | MILE | 800.00 | 992.00 | ||||||
| 735-01 | mailboxes | 231 | EACH | 1.00 | 231.00 | ||||||
| 735-02 | mailbox supports (single) | 231 | EACH | 150.00 | 34,650.00 | ||||||
| 739-01 | hydro-seeding | 4.41 | ACRE | 1,400.00 | 6,174.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 65,000.00 | 65,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 72,400.00 | 72,400.00 | ||||||
| S-001 | u-channel post installation | 101 | each | 65.00 | 6,565.00 | ||||||
| S-002 | cleaning existing ditches | 100 | LNFT | 12.00 | 1,200.00 | ||||||
| CONTRACTOR TOTAL | 2,149,952.80 | ||||||||||