| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 239-02-0016 | |||
| Parish: ST MARY | |||
| Routes: LA 83 | |||
| Description: JUNCTION ROUTE LA 319 - JUNCTION ROUTE LA 182 | |||
| Type Const:
grading, class ii base course, cleaning and resealing longitudinal and transverse pavement joints, full depth patching of jointed concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $2,011,744.35 |
| 2 | 24901 | HARD ROCK CONSTRUCTION CO. | $2,069,583.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - HARD ROCK CONSTRUCTION CO. |
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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 | 1,830 | LNFT | 7.00 | 12,810.00 | 5.00 | 9,150.00 | ||||
| 203-08 | borrow (vehicular measurement) | 250 | CUYD | 60.00 | 15,000.00 | 55.00 | 13,750.00 | ||||
| 302-02-C | class ii base course (10" thick) | 342.7 | SQYD | 40.00 | 13,708.00 | 35.00 | 11,994.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,821 | CUYD | 78.00 | 298,038.00 | 78.00 | 298,038.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
619.2 | TON | 175.00 | 108,360.00 | 130.00 | 80,496.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
108,847 | LNFT | 1.30 | 141,501.10 | 1.00 | 108,847.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
168,242 | LNFT | 0.80 | 134,593.60 | 1.00 | 168,242.00 | ||||
| 602-03 | cleaning and sealing random cracks | 671 | LNFT | 3.25 | 2,180.75 | 2.00 | 1,342.00 | ||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
1,963.5 | SQYD | 160.00 | 314,160.00 | 150.00 | 294,525.00 | ||||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
1,220.0 | SQYD | 135.00 | 164,700.00 | 150.00 | 183,000.00 | ||||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
243.4 | SQYD | 120.00 | 29,208.00 | 150.00 | 36,510.00 | ||||
| 602-10 | longitudinal shoulder joints | 18,850 | LNFT | 1.50 | 28,275.00 | 1.00 | 18,850.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 480.0 | LNFT | 32.00 | 15,360.00 | 36.00 | 17,280.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 487.6 | LNFT | 46.00 | 22,429.60 | 48.00 | 23,404.80 | ||||
| 704-03 | blocked out guard rail | 587.8 | LNFT | 18.00 | 10,580.40 | 20.00 | 11,756.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
25.2 | LNFT | 105.00 | 2,646.00 | 70.00 | 1,764.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 50.00 | 5,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,200.00 | 17,600.00 | 2,000.00 | 16,000.00 | ||||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,900.00 | 9,800.00 | 7,000.00 | 14,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 135,000.00 | 135,000.00 | 110,000.00 | 110,000.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
8.000 | MILE | 14,000.00 | 112,000.00 | 14,000.00 | 112,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 96,000.00 | 96,000.00 | 200,000.00 | 200,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 55.00 | 1,100.00 | 70.00 | 1,400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 10 | EACH | 85.00 | 850.00 | 70.00 | 700.00 | ||||
| 731-02 | reflectorized raised pavement markers | 5,132 | EACH | 6.00 | 30,792.00 | 5.00 | 25,660.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 702 | LNFT | 1.00 | 702.00 | 1.00 | 702.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 632 | LNFT | 3.00 | 1,896.00 | 3.00 | 1,896.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.845 | MILE | 2,500.00 | 47,112.50 | 2,500.00 | 47,112.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 16.180 | MILE | 730.00 | 11,811.40 | 700.00 | 11,326.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 4 | EACH | 500.00 | 2,000.00 | 500.00 | 2,000.00 | ||||
| 732-05 | removal of existing markings | 16.440 | MILE | 5,000.00 | 82,200.00 | 5,000.00 | 82,200.00 | ||||
| 735-01 | mailboxes | 88 | EACH | 5.00 | 440.00 | 1.00 | 88.00 | ||||
| 735-02 | mailbox supports (single) | 49 | EACH | 160.00 | 7,840.00 | 150.00 | 7,350.00 | ||||
| 735-03 | mailbox supports (double) | 9 | EACH | 250.00 | 2,250.00 | 200.00 | 1,800.00 | ||||
| 735-04 | mailbox supports (multiple) | 11 | EACH | 300.00 | 3,300.00 | 400.00 | 4,400.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | ||||
| S-001 | temporary traffic signal (solar powered) | lump | LUMP | 90,000.00 | 90,000.00 | 72,000.00 | 72,000.00 | ||||
| CONTRACTOR TOTAL | 2,011,744.35 | 2,069,583.80 | |||||||||