| |||
| Lead Project: 297-02-0004 | |||
| Parish: DESOTO, CADDO | |||
| Routes: LA 169 | |||
| Description: JUNCTION LA 172 - FOUR FORKS | |||
| Type Const:
in-place cement treated base course, cold planing, asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,939,061.17 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $1,924,631.47 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $1,965,445.42 |
| 3 | 08584 | MADDEN CONTRACTING CO., INC. | $2,111,395.78 |
| 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 | ||||
| 202-02-I | removal of culvert pipe | 12 | LNFT | 50.00 | 600.00 | 60.00 | 720.00 | 30.00 | 360.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 24,000.00 | 24,000.00 | ||
| 203-07 | borrow (vehicular measurement) | 4,500 | CUYD | 17.00 | 76,500.00 | 12.00 | 54,000.00 | 14.50 | 65,250.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 30,078 | SQYD | 8.55 | 257,166.90 | 8.00 | 240,624.00 | 8.40 | 252,655.20 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
115 | CUYD | 50.00 | 5,750.00 | 45.00 | 5,175.00 | 46.00 | 5,290.00 | ||
| 502-01 | superpave asphaltic concrete | 13,553.4 | TON | 75.00 | 1,016,505.00 | 75.00 | 1,016,505.00 | 81.00 | 1,097,825.40 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,082.0 | TON | 80.00 | 86,560.00 | 100.00 | 108,200.00 | 50.00 | 54,100.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 12,574 | GAL | 3.35 | 42,122.90 | 3.19 | 40,111.06 | 3.70 | 46,523.80 | ||
| 507-02-B | aggregate (s2) | 30,669 | SQYD | 1.65 | 50,603.85 | 1.60 | 49,070.40 | 1.85 | 56,737.65 | ||
| 509-01-A | cold planing asphaltic pavement(1/2" avg depth) | 23,536 | SQYD | 1.50 | 35,304.00 | 1.50 | 35,304.00 | 2.00 | 47,072.00 | ||
| 509-01-B | cold planing asphaltic pavement(2" avg depth) | 24,553 | SQYD | 1.75 | 42,967.75 | 1.50 | 36,829.50 | 2.00 | 49,106.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 425 | CUYD | 0.90 | - 382.50 | 0.10 | - 42.50 | 1.00 | - 425.00 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 450 | SQYD | 50.00 | 22,500.00 | 65.00 | 29,250.00 | 60.00 | 27,000.00 | ||
| 701-08 | relaying pipe | 18 | LNFT | 90.00 | 1,620.00 | 200.00 | 3,600.00 | 150.00 | 2,700.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 18 | LNFT | 175.00 | 3,150.00 | 60.00 | 1,080.00 | 180.00 | 3,240.00 | ||
| 701-10-M | reinforced concrete pipe (extension)(36") | 16 | LNFT | 200.00 | 3,200.00 | 72.00 | 1,152.00 | 200.00 | 3,200.00 | ||
| 701-10-N | reinforced concrete pipe (extension)(42") | 6 | LNFT | 400.00 | 2,400.00 | 84.00 | 504.00 | 250.00 | 1,500.00 | ||
| 701-12-G | corrugated metal pipe (extension)(18") | 12 | LNFT | 160.00 | 1,920.00 | 47.00 | 564.00 | 160.00 | 1,920.00 | ||
| 701-15 | concrete collar | 8 | EACH | 1,250.00 | 10,000.00 | 1,000.00 | 8,000.00 | 800.00 | 6,400.00 | ||
| 712-03 | stone revetment | 280 | SQYD | 60.00 | 16,800.00 | 60.00 | 16,800.00 | 85.00 | 23,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 126,500.00 | 126,500.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 90 | LNFT | 1.00 | 90.00 | 1.00 | 90.00 | 0.10 | 9.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.398 | MILE | 350.00 | 5,039.30 | 500.00 | 7,199.00 | 400.00 | 5,759.20 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.231 | MILE | 375.00 | 1,211.63 | 178.75 | 577.54 | 1.00 | 3.23 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 23.553 | MILE | 500.00 | 11,776.50 | 233.75 | 5,505.51 | 1.00 | 23.55 | ||
| 713-06-A | temporary reflectorized raised pavement markers | 1,903 | EACH | 1.50 | 2,854.50 | 1.32 | 2,511.96 | 5.10 | 9,705.30 | ||
| 716-01-A | mulch (vegetative) | 5.2 | TON | 750.00 | 3,900.00 | 450.00 | 2,340.00 | 1,200.00 | 6,240.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 126,500.00 | 126,500.00 | ||
| 731-02 | reflectorized raised pavement markers | 545 | EACH | 5.85 | 3,188.25 | 5.65 | 3,079.25 | 5.10 | 2,779.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 30 | LNFT | 3.05 | 91.50 | 2.92 | 87.60 | 2.65 | 79.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.150 | MILE | 2,475.00 | 17,696.25 | 2,365.00 | 16,909.75 | 2,150.00 | 15,372.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.923 | MILE | 745.00 | 687.64 | 715.00 | 659.95 | 650.00 | 599.95 | ||
| 735-01 | mailboxes | 7 | EACH | 85.00 | 595.00 | 100.00 | 700.00 | 1.00 | 7.00 | ||
| 735-01-A | mailboxes (oversized) | 2 | EACH | 85.00 | 170.00 | 100.00 | 200.00 | 10.00 | 20.00 | ||
| 735-02 | mailbox supports (single) | 7 | EACH | 145.00 | 1,015.00 | 100.00 | 700.00 | 195.00 | 1,365.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 100.00 | 100.00 | 225.00 | 225.00 | ||
| 739-01 | hydro-seeding | 9.96 | ACRE | 1,800.00 | 17,928.00 | 1,540.00 | 15,338.40 | 1,200.00 | 11,952.00 | ||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | ||
| S-001 | saw cutting concrete drives (4" depth) | 40 | LNFT | 10.00 | 400.00 | 50.00 | 2,000.00 | 25.00 | 1,000.00 | ||
| CONTRACTOR TOTAL | 1,924,631.47 | 1,965,445.42 | 2,111,395.78 | ||||||||