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| DBE GOAL FED | |||
| Lead Project: 009-03-0027 | |||
| Parish: GRANT | |||
| Routes: US 71 | |||
| Description: 1.2 MI. S. LA 122 - WINN PH. | |||
| Type Const:
grading, drainage structures, cement treated base course, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $876,822.41 |
| 2 | 08584 | MADDEN CONTRACTING CO., INC. | $1,004,679.73 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,015,836.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - MADDEN CONTRACTING CO., INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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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 | 3,200.00 | 3,200.00 | 2,250.00 | 2,250.00 | 6,000.00 | 6,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 3,045 | CUYD | 10.95 | 33,342.75 | 5.00 | 15,225.00 | 6.00 | 18,270.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,600 | CUYD | 10.54 | 16,864.00 | 9.00 | 14,400.00 | 12.00 | 19,200.00 | ||
| 304-01 | lime | 52.92 | TON | 110.99 | 5,873.59 | 120.00 | 6,350.40 | 115.00 | 6,085.80 | ||
| 304-03-D | lime treatment (type c) (12" thick) | 5,600 | SQYD | 1.78 | 9,968.00 | 2.00 | 11,200.00 | 1.10 | 6,160.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
260 | CUYD | 19.15 | 4,979.00 | 20.00 | 5,200.00 | 35.00 | 9,100.00 | ||
| 502-01 | superpave asphaltic concrete | 11,239.5 | TON | 44.18 | 496,561.11 | 43.50 | 488,918.25 | 46.00 | 517,017.00 | ||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
380.3 | TON | 73.16 | 27,822.74 | 30.00 | 11,409.00 | 70.00 | 26,621.00 | ||
| 509-01 | cold planing asphaltic pavement | 73,987 | SQYD | 0.68 | 50,311.16 | 1.15 | 85,085.05 | 1.00 | 73,987.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,783 | CUYD | 0.10 | - 178.30 | 0.01 | - 17.83 | 1.00 | - 1,783.00 | ||
| 701-01-M | cross drain pipe (36" rcp) | 84 | LNFT | 80.00 | 6,720.00 | 145.00 | 12,180.00 | 138.00 | 11,592.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 4 | LNFT | 100.00 | 400.00 | 115.00 | 460.00 | 180.00 | 720.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 28 | LNFT | 150.00 | 4,200.00 | 130.00 | 3,640.00 | 155.00 | 4,340.00 | ||
| 701-15 | concrete collar | 3 | EACH | 850.00 | 2,550.00 | 500.00 | 1,500.00 | 700.00 | 2,100.00 | ||
| 710-01 | flowable fill | 105 | CUYD | 70.00 | 7,350.00 | 80.00 | 8,400.00 | 100.00 | 10,500.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 4,050.00 | 4,050.00 | 38,500.00 | 38,500.00 | 6,000.00 | 6,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.291 | MILE | 368.37 | 3,790.89 | 263.50 | 2,711.67 | 300.00 | 3,087.30 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.384 | MILE | 315.63 | 2,646.24 | 1.00 | 8.38 | 225.00 | 1,886.40 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 28.314 | MILE | 631.47 | 17,879.44 | 1.00 | 28.31 | 450.00 | 12,741.30 | ||
| 722-01 | project site laboratory | 1 | EACH | 2,900.00 | 2,900.00 | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 200 | SQYD | 40.07 | 8,014.00 | 32.25 | 6,450.00 | 48.00 | 9,600.00 | ||
| 724-01-C | pavement patching (8" minimum thickness) | 200 | SQYD | 44.22 | 8,844.00 | 42.00 | 8,400.00 | 60.00 | 12,000.00 | ||
| 724-01-D | pavement patching (15" minimum thickness) | 300 | SQYD | 58.79 | 17,637.00 | 61.00 | 18,300.00 | 75.00 | 22,500.00 | ||
| 724-03 | pavement joint repair | 140.0 | TON | 95.78 | 13,409.20 | 155.00 | 21,700.00 | 175.00 | 24,500.00 | ||
| 726-01 | bedding material | 27.3 | CUYD | 52.63 | 1,436.79 | 75.00 | 2,047.50 | 60.00 | 1,638.00 | ||
| 727-01 | mobilization | lump | LUMP | 28,745.00 | 28,745.00 | 38,500.00 | 38,500.00 | 40,000.00 | 40,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 78.95 | 473.70 | 100.00 | 600.00 | 70.00 | 420.00 | ||
| 731-02 | reflectorized raised pavement markers | 679 | EACH | 5.00 | 3,395.00 | 4.00 | 2,716.00 | 4.50 | 3,055.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 90 | LNFT | 2.53 | 227.70 | 2.40 | 216.00 | 2.75 | 247.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.658 | MILE | 1,968.65 | 26,887.82 | 1,600.00 | 21,852.80 | 1,700.00 | 23,218.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.192 | MILE | 810.11 | 3,395.98 | 600.00 | 2,515.20 | 650.00 | 2,724.80 | ||
| 735-01 | mailboxes | 5 | EACH | 12.53 | 62.65 | 40.00 | 200.00 | 6.00 | 30.00 | ||
| 735-02 | mailbox supports (single) | 5 | EACH | 208.01 | 1,040.05 | 120.00 | 600.00 | 150.00 | 750.00 | ||
| 739-01 | hydro-seeding | 3.60 | ACRE | 1,263.12 | 4,547.23 | 1,250.00 | 4,500.00 | 950.00 | 3,420.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,315.48 | 10,315.48 | 10,000.00 | 10,000.00 | 9,500.00 | 9,500.00 | ||
| S-001 | cement treated base course (12 in depth) | 25,939 | SQYD | 1.81 | 46,949.59 | 6.00 | 155,634.00 | 4.80 | 124,507.20 | ||
| S-002 | cleaning existing ditches | 20 | LNFT | 10.53 | 210.60 | 50.00 | 1,000.00 | 30.00 | 600.00 | ||
| CONTRACTOR TOTAL | 876,822.41 | 1,004,679.73 | 1,015,836.40 | ||||||||