| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 029-04-0027 | |||
| Parish: VERNON | |||
| Routes: LA 121 | |||
| Description: JCT. LA 28 - RAPIDES PARISH LINE | |||
| Type Const: grading, asphaltic surface treatment, pavement patching, and related work. | |||
| Estimated Construction Cost: $1,098,268.64 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01552 | W. R. CORE, LLC. | $1,347,294.08 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,461,940.45 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,858,995.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. R. CORE, LLC. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - PRAIRIE CONTRACTORS INC. |
|
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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 | 4,600.00 | 4,600.00 | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 | ||
| 202-02-H | removal of guard rail | 450 | LNFT | 3.30 | 1,485.00 | 8.00 | 3,600.00 | 300.00 | 135,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 203 | CUYD | 20.00 | 4,060.00 | 13.00 | 2,639.00 | 75.00 | 15,225.00 | ||
| 507-01-C | asphaltic surface treatment (3 applications) | 164,875 | SQYD | 4.90 | 807,887.50 | 5.25 | 865,593.75 | 5.50 | 906,812.50 | ||
| 602-03 | cleaning and sealing random cracks | 4,775 | LNFT | 6.00 | 28,650.00 | 4.40 | 21,010.00 | 3.00 | 14,325.00 | ||
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
96 | LNFT | 118.20 | 11,347.20 | 225.00 | 21,600.00 | 250.00 | 24,000.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 24 | LNFT | 145.00 | 3,480.00 | 185.00 | 4,440.00 | 200.00 | 4,800.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 16 | LNFT | 175.00 | 2,800.00 | 210.00 | 3,360.00 | 200.00 | 3,200.00 | ||
| 701-15 | concrete collar | 3 | EACH | 500.00 | 1,500.00 | 1,250.00 | 3,750.00 | 1,500.00 | 4,500.00 | ||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,200.00 | 26,400.00 | 2,100.00 | 25,200.00 | 2,000.00 | 24,000.00 | ||
| 712-04 | flexible revetment | 85 | SQYD | 50.00 | 4,250.00 | 110.00 | 9,350.00 | 100.00 | 8,500.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.448 | MILE | 330.00 | 4,107.84 | 1.00 | 12.45 | 1.00 | 12.45 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 37.448 | MILE | 660.00 | 24,715.68 | 1.00 | 37.45 | 1.00 | 37.45 | ||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 11,041 | EACH | FREE | FREE | 1.75 | 19,321.75 | 2.50 | 27,602.50 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 1,300 | SQYD | 112.00 | 145,600.00 | 100.00 | 130,000.00 | 120.00 | 156,000.00 | ||
| 726-01 | bedding material | 36.5 | CUYD | 65.00 | 2,372.50 | 100.00 | 3,650.00 | 100.00 | 3,650.00 | ||
| 727-01 | mobilization | lump | LUMP | 53,000.00 | 53,000.00 | 92,000.00 | 92,000.00 | 150,000.00 | 150,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 5 | EACH | 77.00 | 385.00 | 75.00 | 375.00 | 100.00 | 500.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,840 | EACH | 5.00 | 9,200.00 | 5.00 | 9,200.00 | 5.00 | 9,200.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 37.396 | MILE | 2,400.00 | 89,750.40 | 2,300.00 | 86,010.80 | 2,500.00 | 93,490.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 12.448 | MILE | 770.00 | 9,584.96 | 900.00 | 11,203.20 | 800.00 | 9,958.40 | ||
| 735-01 | mailboxes | 114 | EACH | 10.00 | 1,140.00 | 1.00 | 114.00 | 1.00 | 114.00 | ||
| 735-02 | mailbox supports (single) | 91 | EACH | 150.00 | 13,650.00 | 130.00 | 11,830.00 | 115.00 | 10,465.00 | ||
| 735-03 | mailbox supports (double) | 12 | EACH | 250.00 | 3,000.00 | 180.00 | 2,160.00 | 160.00 | 1,920.00 | ||
| 735-04 | mailbox supports (multiple) | 3 | EACH | 300.00 | 900.00 | 315.00 | 945.00 | 250.00 | 750.00 | ||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 60,000.00 | 60,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 3.80 | CUYD | 1,100.00 | 4,180.00 | 1,500.00 | 5,700.00 | 1,500.00 | 5,700.00 | ||
| 806-01 | deformed reinforcing steel | 211 | LB | 3.00 | 633.00 | 2.55 | 538.05 | 3.00 | 633.00 | ||
| S-001 | pavement edging (6" thick) | 333 | SQYD | 155.00 | 51,615.00 | 100.00 | 33,300.00 | 200.00 | 66,600.00 | ||
| CONTRACTOR TOTAL | 1,347,294.08 | 1,461,940.45 | 1,858,995.30 | ||||||||