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| DBE GOAL FED | |||
| Lead Project: 455-06-0047 | |||
| Parish: NATCHITOCHES | |||
| Routes: I-49 | |||
| Description: JCT. LA 174 - DESOTO PARISH LINE | |||
| Type Const:
drainage structures, cold planing asphaltic pavement, ultrathin hmac wearing course, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,817,943.39 |
| 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 | 2,226 | LNFT | 3.25 | 7,234.50 | ||||||
| 203-08 | borrow (vehicular measurement) | 3,790 | CUYD | 13.40 | 50,786.00 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,551.7 | TON | 150.00 | 232,755.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 205,489 | SQYD | 0.66 | 135,622.74 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,442 | CUYD | 1.00 | - 1,442.00 | ||||||
| 701-08 | relaying pipe | 16 | LNFT | 200.00 | 3,200.00 | ||||||
| 701-10-O | reinforced concrete pipe (extension)(48") | 20 | LNFT | 300.00 | 6,000.00 | ||||||
| 701-15 | concrete collar | 2 | EACH | 1,500.00 | 3,000.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 750.00 | 750.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 300.0 | LNFT | 23.00 | 6,900.00 | ||||||
| 704-03 | blocked out guard rail | 3,100.0 | LNFT | 14.75 | 45,725.00 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.5 | LNFT | 85.00 | 3,187.50 | ||||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 75.0 | LNFT | 37.00 | 2,775.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 250.0 | LNFT | 44.00 | 11,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 1,775.00 | 28,400.00 | ||||||
| 712-02 | sacked concrete revetment | 45 | SQYD | 65.00 | 2,925.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,100.00 | 75,100.00 | ||||||
| 713-03-C | temporary pavement markings (8" width) | 1,434 | LNFT | 0.10 | 143.40 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
28.321 | MILE | 1.00 | 28.32 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
28.644 | MILE | 1.00 | 28.64 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 56.642 | MILE | 1.00 | 56.64 | ||||||
| 716-01-A | mulch (vegetative) | 8.27 | ACRE | 550.00 | 4,548.50 | ||||||
| 717-01 | seeding | 248 | LB | 5.00 | 1,240.00 | ||||||
| 718-01 | fertilizer | 8,270 | LB | 0.18 | 1,488.60 | ||||||
| 726-01 | bedding material | 11.5 | CUYD | 110.00 | 1,265.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 75,100.00 | 75,100.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 55.00 | 440.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 68.00 | 1,088.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,072 | EACH | 4.50 | 9,324.00 | ||||||
| 732-01-A-04 | plastic pavement striping (dotted line)(4" width) | 292 | LNFT | 1.00 | 292.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 1,434 | LNFT | 0.80 | 1,147.20 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.321 | MILE | 1,750.00 | 49,561.75 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 14.322 | MILE | 700.00 | 10,025.40 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-001 | ultrathin hmac wearing course (3/4" inch thick) | 205,489 | SQYD | 4.80 | 986,347.20 | ||||||
| S-002 | catch basin apron | 16 | EACH | 1,400.00 | 22,400.00 | ||||||
| S-003 | selective clearing | lump | LUMP | 3,500.00 | 3,500.00 | ||||||
| S-004 | variable message sign unit | 4 | EACH | 4,000.00 | 16,000.00 | ||||||
| CONTRACTOR TOTAL | 1,817,943.39 | ||||||||||