| |||
| DBE GOAL FED | |||
| Lead Project: 011-04-0026 | |||
| Parish: CADDO | |||
| Routes: US 71 | |||
| Description: GILLIAM (JCT. LA 170) TO HOSSTON (JCT. LA 2-EAST) | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, cement treated base course, superpave asphaltic concrete overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $1,594,707.81 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $1,648,284.33 |
| 3 | 08584 | MADDEN CONTRACTING CO., INC. | $1,699,377.18 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BENTON & BROWN, LLC. |
- 2 - BEST-YET BUILDERS, LLC |
- 3 - MADDEN CONTRACTING CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | LUMP | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-K | removal of concrete box culvert headwalls | 15 | EACH | 850.00 | 12,750.00 | 500.00 | 7,500.00 | 825.00 | 12,375.00 | ||
| 202-02-L | removal of concrete pipe headwalls | 2 | EACH | 500.00 | 1,000.00 | 600.00 | 1,200.00 | 550.00 | 1,100.00 | ||
| 202-02-M | removal of incidental concrete | 187 | SQYD | 11.00 | 2,057.00 | 10.00 | 1,870.00 | 33.50 | 6,264.50 | ||
| 203-08 | borrow (vehicular measurement) | 7,500 | CUYD | 10.00 | 75,000.00 | 6.50 | 48,750.00 | 8.50 | 63,750.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
56 | CUYD | 35.00 | 1,960.00 | 10.00 | 560.00 | 50.00 | 2,800.00 | ||
| 502-01 | superpave asphaltic concrete | 13,416.7 | TON | 48.00 | 644,001.60 | 53.24 | 714,305.10 | 53.00 | 711,085.10 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
354.1 | TON | 48.00 | 16,996.80 | 53.24 | 18,852.28 | 45.00 | 15,934.50 | ||
| 509-01 | cold planing asphaltic pavement | 34,905 | SQYD | 2.00 | 69,810.00 | 2.10 | 73,300.50 | 1.00 | 34,905.00 | ||
| 509-02 | contractor retained reclaimed asphaltic concrete pavement |
- 1,943 | CUYD | 0.10 | - 194.30 | 0.25 | - 485.75 | 1.00 | - 1,943.00 | ||
| 701-08 | relaying pipe | 12 | LNFT | 60.00 | 720.00 | 100.00 | 1,200.00 | 110.00 | 1,320.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 44 | LNFT | 60.00 | 2,640.00 | 90.00 | 3,960.00 | 154.00 | 6,776.00 | ||
| 701-15 | concrete collar | 6 | EACH | 600.00 | 3,600.00 | 400.00 | 2,400.00 | 715.00 | 4,290.00 | ||
| 712-02 | sacked concrete revetment | 987 | SQYD | 46.00 | 45,402.00 | 50.00 | 49,350.00 | 66.00 | 65,142.00 | ||
| 713-01 | temporary signs and barricades | lump | LUMP | 55,000.00 | 55,000.00 | 70,000.00 | 70,000.00 | 64,500.00 | 64,500.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4"width)(4' length) |
10.045 | MILE | 350.00 | 3,515.75 | 350.00 | 3,515.75 | 500.00 | 5,022.50 | ||
| 713-04-B | temporary pavement markings (broken line)(4"width)(10' length) |
7.321 | MILE | 1.00 | 7.32 | 243.10 | 1,779.73 | 1.00 | 7.32 | ||
| 713-05-A | temporary pavement markings (solid line)(4"width) | 27.898 | MILE | 1.00 | 27.89 | 486.20 | 13,564.00 | 1.00 | 27.89 | ||
| 716-01-B | mulch (fiber) | 14.48 | ACRE | 700.00 | 10,136.00 | 800.00 | 11,584.00 | 605.00 | 8,760.40 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||
| 724-01-C | pavement patching (18" minimum thickness) | 900 | SQYD | 75.00 | 67,500.00 | 55.00 | 49,500.00 | 85.00 | 76,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 51,000.00 | 51,000.00 | 50,000.00 | 50,000.00 | 64,500.00 | 64,500.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 90.00 | 180.00 | 85.00 | 170.00 | 75.00 | 150.00 | ||
| 731-02 | reflectorized raised pavement markers | 723 | EACH | 5.00 | 3,615.00 | 5.50 | 3,976.50 | 5.40 | 3,904.20 | ||
| 732-01-C | plastic pavement striping (8" width) | 358 | LNFT | 1.00 | 358.00 | 1.00 | 358.00 | 1.00 | 358.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 98 | LNFT | 4.00 | 392.00 | 3.40 | 333.20 | 3.40 | 333.20 | ||
| 732-02-A | plastic pavement striping (solid line)(4" width) | 13.609 | MILE | 2,000.00 | 27,218.00 | 2,079.00 | 28,293.11 | 2,080.00 | 28,306.72 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.520 | MILE | 800.00 | 2,816.00 | 728.20 | 2,563.26 | 730.00 | 2,569.60 | ||
| 732-04-A | plastic pavement legends and symbols (arrow) | 3 | EACH | 160.00 | 480.00 | 137.50 | 412.50 | 140.00 | 420.00 | ||
| 732-04-C | plastic pavement legends and symbols (only) | 3 | EACH | 160.00 | 480.00 | 150.00 | 450.00 | 150.00 | 450.00 | ||
| 735-01 | mailboxes | 6 | EACH | 60.00 | 360.00 | 30.00 | 180.00 | 1.10 | 6.60 | ||
| 735-02 | mailboxes supports (single) | 6 | EACH | 135.00 | 810.00 | 100.00 | 600.00 | 140.00 | 840.00 | ||
| 739-01 | hydro-seeding | 14.48 | AC | 1,500.00 | 21,720.00 | 1,000.00 | 14,480.00 | 910.00 | 13,176.80 | ||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 95.69 | CUYD | 800.00 | 76,552.00 | 600.00 | 57,414.00 | 770.00 | 73,681.30 | ||
| 805-12-A | reinforced concrete box culverts (4' x 3')(extension) | 8.0 | LNFT | 800.00 | 6,400.00 | 400.00 | 3,200.00 | 770.00 | 6,160.00 | ||
| 805-12-E | reinforced concrete box culverts (4' x 4')(extension) | 5.0 | LNFT | 900.00 | 4,500.00 | 500.00 | 2,500.00 | 880.00 | 4,400.00 | ||
| 805-12-I | reinforced concrete box culverts (5' x 5')(extension) | 12.0 | LNFT | 1,000.00 | 12,000.00 | 475.00 | 5,700.00 | 990.00 | 11,880.00 | ||
| 805-12-M | reinforced concrete box culverts (6' x 6')(extension) | 41.0 | LNFT | 1,100.00 | 45,100.00 | 575.00 | 23,575.00 | 1,100.00 | 45,100.00 | ||
| 805-12-Y | reinforced concrete box culverts (3' x 3')(extension) | 28.0 | LNFT | 700.00 | 19,600.00 | 400.00 | 11,200.00 | 660.00 | 18,480.00 | ||
| 806-01 | deformed reinforcing steel | 6,881 | LB | 2.50 | 17,202.50 | 2.20 | 15,138.20 | 2.20 | 15,138.20 | ||
| S-001 | cement treated base course (12" depth) | 48,037 | SQYD | 5.25 | 252,194.25 | 6.35 | 305,034.95 | 5.55 | 266,605.35 | ||
| S-002 | joint repair | 3,000 | LNFT | 5.60 | 16,800.00 | 5.00 | 15,000.00 | 8.10 | 24,300.00 | ||
| CONTRACTOR TOTAL | 1,594,707.81 | 1,648,284.33 | 1,699,377.18 | ||||||||