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| DBE GOAL FED | |||
| Lead Project: 089-03-0029 | |||
| Parish: BIENVILLE | |||
| Routes: LA 9 | |||
| Description: NATCHITOCHES PARISH LINE TO JCT LA 4 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic conc., superpave asphaltic concrete overlay, pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,381,634.53 |
| 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 | 104 | SQYD | 40.00 | 4,160.00 | ||||||
| 202-02-H | removal of guard rail | 1,984 | LNFT | 3.30 | 6,547.20 | ||||||
| 203-08 | borrow (vehicular measurement) | 11,300 | CUYD | 9.55 | 107,915.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
425 | CUYD | 10.00 | 4,250.00 | ||||||
| 502-01 | superpave asphaltic concrete | 27,123.6 | TON | 55.35 | 1,501,291.26 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,925.0 | TON | 51.03 | 98,232.75 | ||||||
| 509-01 | cold planing asphaltic pavement | 3,997 | SQYD | 8.22 | 32,855.34 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 222 | CUYD | 1.00 | - 222.00 | ||||||
| 701-01-G/I | cross drain pipe 18" r.c.p. or 24" c.m.p. | 50 | LNFT | 110.00 | 5,500.00 | ||||||
| 701-01-I/K | cross drain pipe 24" r.c.p. or 30" c.m.p. | 48 | LNFT | 120.00 | 5,760.00 | ||||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 16 | LNFT | 115.00 | 1,840.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 135.00 | 1,080.00 | ||||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 8 | LNFT | 157.50 | 1,260.00 | ||||||
| 701-15 | concrete collar | 4 | EACH | 650.00 | 2,600.00 | ||||||
| 704-01-A | guard rail (single thrie beam){3' - 1 1/2" post spacing} |
500.0 | LNFT | 33.00 | 16,500.00 | ||||||
| 704-01-B | guard rail (single thrie beam){6' - 3" post spacing} | 874.0 | LNFT | 47.85 | 41,820.90 | ||||||
| 704-03 | blocked out guard rail | 500.0 | LNFT | 17.30 | 8,650.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 20 | EACH | 1,950.00 | 39,000.00 | ||||||
| 711-03-D | riprap (55 lb) | 232.0 | TON | 72.00 | 16,704.00 | ||||||
| 711-04 | geotextile fabric | 425 | SQYD | 2.50 | 1,062.50 | ||||||
| 712-02 | sacked concrete revetment | 150 | SQYD | 65.00 | 9,750.00 | ||||||
| 713-01 | temporary signs and barricades | lump | LUMP | 98,000.00 | 98,000.00 | ||||||
| 713-03-E | temporary pavement markings (24" width) | 88 | LNFT | 0.10 | 8.80 | ||||||
| 713-04-A | temporary pavement markings (broken line){4" width}{4' length} |
19.417 | MILE | 1.00 | 19.41 | ||||||
| 713-04-B | temporary pavement markings (broken line){4" width}{10' length} |
8.341 | MILE | 1.00 | 8.34 | ||||||
| 713-05-A | temporary pavement markings (solid line){4" width} | 64.942 | MILE | 1.00 | 64.94 | ||||||
| 716-01-B | mulch (fiber) | 28.00 | ACRE | 625.00 | 17,500.00 | ||||||
| 724-01-A | pavement patching (6" minimum thickness) | 1,210 | SQYD | 45.60 | 55,176.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 98,000.00 | 98,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 26 | EACH | 50.00 | 1,300.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 36 | EACH | 70.00 | 2,520.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,278 | EACH | 4.75 | 6,070.50 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 352 | LNFT | 0.88 | 309.76 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 77 | LNFT | 2.90 | 223.30 | ||||||
| 732-02-A | plastic pavement striping (solid line)(4" width) | 32.570 | MILE | 1,890.00 | 61,557.30 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.828 | MILE | 720.00 | 3,476.16 | ||||||
| 735-01 | mailboxes | 32 | EACH | 1.00 | 32.00 | ||||||
| 735-02 | mailbox supports (single) | 28 | EACH | 125.00 | 3,500.00 | ||||||
| 735-03 | mailbox supports (double) | 2 | EACH | 175.00 | 350.00 | ||||||
| 739-01 | hydro-seeding | 28.00 | ACRE | 1,300.00 | 36,400.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 18.66 | CUYD | 1,100.00 | 20,526.00 | ||||||
| 805-12-E | reinforced concrete box culverts (4' x 4') | 32.0 | LNFT | 1,100.00 | 35,200.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,333 | LB | 2.20 | 2,932.60 | ||||||
| S-001 | raised asphalt concrete median (4" thick) | 148.6 | SQYD | 46.45 | 6,902.47 | ||||||
| CONTRACTOR TOTAL | 2,381,634.53 | ||||||||||