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| DBE GOAL FED | |||
| Lead Project: 070-06-0025 | |||
| Parish: UNION | |||
| Routes: LA 2 | |||
| Description: ROUTE LA 143 WEST - ROUTE LA 143 EAST | |||
| Type Const:
grading,drainage structures,cold planing asphaltic pavement, pavement patching and widening, asphaltic surface treatment, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,635,867.96 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
DIAMOND B CONSTRUCTION CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 78,000.00 | 78,000.00 | 75,000.00 | 75,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 0.01 | 0.01 | 15,000.00 | 15,000.00 | ||||
| 202-02-H | removal of guard rail | 416 | LNFT | 10.00 | 4,160.00 | 5.00 | 2,080.00 | ||||
| 203-08 | borrow (vehicular measurement) | 4,992 | CUYD | 11.00 | 54,912.00 | 13.00 | 64,896.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,429 | CUYD | 32.00 | 77,728.00 | 43.00 | 104,447.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,579.9 | TON | 55.00 | 691,894.50 | 55.00 | 691,894.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
727.1 | TON | 100.00 | 72,710.00 | 100.00 | 72,710.00 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 21,636 | SQYD | 2.30 | 49,762.80 | 2.80 | 60,580.80 | ||||
| 509-01 | cold planing asphaltic pavement | 74,534 | SQYD | 0.50 | 37,267.00 | 0.82 | 61,117.88 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,031 | CUYD | 0.01 | - 10.31 | 0.10 | - 103.10 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 48 | LNFT | 150.00 | 7,200.00 | 92.00 | 4,416.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 68 | LNFT | 175.00 | 11,900.00 | 103.00 | 7,004.00 | ||||
| 701-15 | concrete collar | 10 | EACH | 600.00 | 6,000.00 | 850.00 | 8,500.00 | ||||
| 704-03 | blocked out guard rail | 250.0 | LNFT | 17.50 | 4,375.00 | 20.00 | 5,000.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 35.00 | 1,750.00 | 44.00 | 2,200.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 50.00 | 5,000.00 | 52.00 | 5,200.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,150.00 | 8,600.00 | 2,200.00 | 8,800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 85,000.00 | 85,000.00 | NO BID | NO BID | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
17.526 | MILE | 160.00 | 2,804.16 | 152.00 | 2,663.95 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.485 | MILE | 1.00 | 13.48 | 365.00 | 4,922.02 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 48.870 | MILE | 1.00 | 48.87 | 608.00 | 29,712.96 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 85 | EACH | 0.01 | 0.85 | 1.82 | 154.70 | ||||
| 716-01-A | mulch (vegetative) | 9.04 | ACRE | 650.00 | 5,876.00 | 800.00 | 7,232.00 | ||||
| 717-01 | seeding | 407 | LB | 4.00 | 1,628.00 | 5.00 | 2,035.00 | ||||
| 718-01 | fertilizer | 9,040 | LB | 0.38 | 3,435.20 | 0.46 | 4,158.40 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 300 | SQYD | 100.00 | 30,000.00 | 110.00 | 33,000.00 | ||||
| 724-02 | pavement widening | 3,474.8 | SQYD | 33.00 | 114,668.40 | 50.00 | 173,740.00 | ||||
| 726-01 | bedding material | 80.6 | CUYD | 75.00 | 6,045.00 | 60.00 | 4,836.00 | ||||
| 727-01 | mobilization | lump | LUMP | 97,000.00 | 97,000.00 | NO BID | NO BID | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | 85.00 | 340.00 | ||||
| 731-02 | reflectorized raised pavement markers | 772 | EACH | 8.50 | 6,562.00 | 6.00 | 4,632.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.290 | MILE | 3,000.00 | 48,870.00 | 2,250.00 | 36,652.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.495 | MILE | 1,250.00 | 5,618.75 | 850.00 | 3,820.75 | ||||
| 735-01 | mailboxes | 8 | EACH | 1.00 | 8.00 | 15.00 | 120.00 | ||||
| 735-02 | mailbox supports (single) | 8 | EACH | 195.00 | 1,560.00 | 250.00 | 2,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 13,500.00 | 13,500.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 12,000.00 | 12,000.00 | 17,000.00 | 17,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 26.68 | CUYD | 1,000.00 | 26,680.00 | 730.00 | 19,476.40 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 24.0 | LNFT | 800.00 | 19,200.00 | 300.00 | 7,200.00 | ||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 24.0 | LNFT | 900.00 | 21,600.00 | 365.00 | 8,760.00 | ||||
| 806-01 | deformed reinforcing steel | 1,843 | LB | 1.75 | 3,225.25 | 2.50 | 4,607.50 | ||||
| S-001 | cleaning existing ditches | 700 | LNFT | 12.00 | 8,400.00 | 6.00 | 4,200.00 | ||||
| S-002 | milling concrete approach slabs | 107 | SQYD | 85.00 | 9,095.00 | 106.00 | 11,342.00 | ||||
| CONTRACTOR TOTAL | 1,635,867.96 | IRREGULAR | |||||||||