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| DBE GOAL FED | |||
| Lead Project: 088-05-0018 | |||
| Parish: BIENVILLE, CLAIBORNE | |||
| Routes: LA 154 | |||
| Description: JUNCTION I-20 TO JUNCTION LA 518 | |||
| Type Const:
grading, drainage structures, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $1,978,391.85 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,120,597.28 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
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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 | 660 | LNFT | 3.25 | 2,145.00 | ||||||
| 202-02-I | removal of asphalt surfacing from bridge deck and approaches |
864 | SQYD | 5.00 | 4,320.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 6,000 | CUYD | 11.00 | 66,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
150 | CUYD | 50.00 | 7,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 16,095.2 | TON | 69.00 | 1,110,568.80 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,000.0 | TON | 90.00 | 180,000.00 | ||||||
| 701-08 | relaying pipe | 4 | LNFT | 120.00 | 480.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension) (24") | 266 | LNFT | 165.00 | 43,890.00 | ||||||
| 701-10-K | reinforced concrete pipe (extension) (30") | 12 | LNFT | 185.00 | 2,220.00 | ||||||
| 701-10-M | reinforced concrete pipe (extension) (36") | 130 | LNFT | 200.00 | 26,000.00 | ||||||
| 701-10-O | reinforced concrete pipe (extension) (48") | 22 | LNFT | 210.00 | 4,620.00 | ||||||
| 701-12-I | corrugated metal pipe (extension) (24") | 16 | LNFT | 163.00 | 2,608.00 | ||||||
| 701-15 | concrete collar | 59 | EACH | 300.00 | 17,700.00 | ||||||
| 704-01-A | guard rail (single thrie beam) (3'-1 1/2" post spacing) | 250.0 | LNFT | 45.00 | 11,250.00 | ||||||
| 704-01-B | guard rail (single thrie beam) (6'-3" post spacing) | 420.0 | LNFT | 47.00 | 19,740.00 | ||||||
| 704-03 | blocked out guard rail | 137.5 | LNFT | 16.00 | 2,200.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,900.00 | 7,600.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,200.00 | 8,800.00 | ||||||
| 712-04 | flexible revetment | 271 | SQYD | 70.00 | 18,970.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line) (4" width) (4' length) |
7.029 | MILE | 325.00 | 2,284.43 | ||||||
| 713-04-B | temporary pavement markings (broken line) (4" width) (10' length) |
0.877 | MILE | 300.00 | 263.10 | ||||||
| 713-05-A | temporary pavement markings (solid line) (4" width) | 24.705 | MILE | 600.00 | 14,823.00 | ||||||
| 713-06-D | temporary pavement legends & symbols (rr crossing) | 2 | EACH | 200.00 | 400.00 | ||||||
| 716-01-A | mulch (vegetative) | 13.00 | ACRE | 1,400.00 | 18,200.00 | ||||||
| 724-01-A | pavement patching (6" minimum thickness) | 300 | SQYD | 71.00 | 21,300.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 929 | EACH | 4.70 | 4,366.30 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 33 | LNFT | 3.00 | 99.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 24.705 | MILE | 2,150.00 | 53,115.75 | ||||||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 0.877 | MILE | 700.00 | 613.90 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | ||||||
| 735-01 | mailboxes | 10 | EACH | 1.00 | 10.00 | ||||||
| 735-02 | mailbox supports (single) | 10 | EACH | 135.00 | 1,350.00 | ||||||
| 739-01 | hydro-seeding | 13.00 | ACRE | 1,600.00 | 20,800.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-001 | surface preparation | lump | LUMP | 290,000.00 | 290,000.00 | ||||||
| CONTRACTOR TOTAL | 2,120,597.28 | ||||||||||