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| DBE GOAL FED | |||
| Lead Project: 089-04-0012 | |||
| Parish: BIENVILLE | |||
| Routes: LA 9 | |||
| Description: JUNCTION LA 507 (EAST) - JUNCTION LA 517 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, surface preparation, pavement patching and related work. | |||
| Estimated Construction Cost: $1,814,133.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,693,242.38 |
| 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-D | removal of concrete walks & drives | 15 | SQYD | 1.00 | 15.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 601.9 | SQYD | 1.00 | 601.90 | ||||||
| 202-02-H | removal of guard rail | 332 | LNFT | 3.95 | 1,311.40 | ||||||
| 202-02-I | removal of reinforced concrete pipe headwalls | 2 | EACH | 750.00 | 1,500.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 15,500.00 | 15,500.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 6,900 | CUYD | 11.50 | 79,350.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
250 | CUYD | 40.00 | 10,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 14,379.5 | TON | 68.30 | 982,119.85 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
525.0 | TON | 52.30 | 27,457.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 2,628 | SQYD | 5.05 | 13,271.40 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 91 | CUYD | 1.00 | - 91.00 | ||||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 20 | LNFT | 180.00 | 3,600.00 | ||||||
| 701-15 | concrete collar | 2 | EACH | 700.00 | 1,400.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 256.0 | LNFT | 31.00 | 7,936.00 | ||||||
| 704-03 | blocked out guard rail | 75.0 | LNFT | 19.50 | 1,462.50 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 54.00 | 5,400.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | ||||||
| 712-04 | flexible revetment | 50 | SQYD | 70.00 | 3,500.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 76,500.00 | 76,500.00 | ||||||
| 713-03-C | temporary pavement markings (8" width) | 270 | LNFT | 0.01 | 2.70 | ||||||
| 713-03-E | temporary pavement markings (24" width) | 88 | LNFT | 0.01 | 0.88 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.000 | MILE | 400.00 | 5,200.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.726 | MILE | 1.00 | 6.73 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 43.600 | MILE | 1.00 | 43.60 | ||||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 4 | EACH | 1.00 | 4.00 | ||||||
| 716-01-A | mulch (vegetative) | 15.80 | ACRE | 1,200.00 | 18,960.00 | ||||||
| 724-01-A | pavement patching (6" minimum thickness) | 1,200 | SQYD | 33.00 | 39,600.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 76,500.00 | 76,500.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 874 | EACH | 4.50 | 3,933.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 135 | LNFT | 1.00 | 135.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 44 | LNFT | 3.00 | 132.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.800 | MILE | 2,150.00 | 46,870.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.363 | MILE | 800.00 | 2,690.40 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | ||||||
| 735-01 | mailboxes | 13 | EACH | 1.00 | 13.00 | ||||||
| 735-02 | mailbox supports (single) | 9 | EACH | 125.00 | 1,125.00 | ||||||
| 735-03 | mailbox supports (double) | 2 | EACH | 175.00 | 350.00 | ||||||
| 739-01 | hydro-seeding | 15.80 | ACRE | 1,200.00 | 18,960.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 19,500.00 | 19,500.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 12,500.00 | 12,500.00 | ||||||
| S-001 | surface preparation | lump | LUMP | 205,000.00 | 205,000.00 | ||||||
| S-002 | saw cutting concrete drives (4" depth) | 12 | LNFT | 62.50 | 750.00 | ||||||
| S-003 | raised asphaltic concrete median(4" thick) | 21.2 | SQYD | 49.60 | 1,051.52 | ||||||
| CONTRACTOR TOTAL | 1,693,242.38 | ||||||||||