| |||
| DBE GOAL FED | |||
| Lead Project: 105-02-0018 | |||
| Parish: DESOTO, RED RIVER | |||
| Routes: LA 509 | |||
| Description: PAPER MILL - JUNCTION LA 1 | |||
| Type Const:
grading, drain struct, cold planing acp, in-place cement treated bc, superpave acp, pccp, pavement patching and related work. | |||
| Estimated Construction Cost: $2,110,716.51 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,583,373.02 |
| 2 | 17464 | BENTON & BROWN, LLC. | $1,774,609.87 |
| 3 | 36374 | BEST-YET BUILDERS, LLC | $2,202,377.07 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - BENTON & BROWN, LLC. |
- 3 - BEST-YET BUILDERS, LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 808 | LNFT | 3.75 | 3,030.00 | 4.00 | 3,232.00 | 4.00 | 3,232.00 | ||
| 202-02-I | removal of asphaltic surfacing from bridge decks | 594 | SQYD | 0.01 | 5.94 | 1.00 | 594.00 | 10.00 | 5,940.00 | ||
| 202-02-J | removal of maintenance widening | 1,618 | SQYD | 3.00 | 4,854.00 | 5.00 | 8,090.00 | 12.00 | 19,416.00 | ||
| 203-06 | excavation and embankment | lump | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 9,400 | CUYD | 1.00 | 9,400.00 | 12.50 | 117,500.00 | 20.00 | 188,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
250 | CUYD | 25.00 | 6,250.00 | 30.00 | 7,500.00 | 50.00 | 12,500.00 | ||
| 502-01 | superpave asphaltic concrete | 12,149.5 | TON | 69.50 | 844,390.25 | 75.00 | 911,212.50 | 80.00 | 971,960.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,332.0 | TON | 20.00 | 26,640.00 | 80.00 | 106,560.00 | 85.00 | 113,220.00 | ||
| 509-01-A | cold planing asphaltic pavement (1/2" average depth) | 10,457 | SQYD | 1.00 | 10,457.00 | 0.60 | 6,274.20 | 2.00 | 20,914.00 | ||
| 509-01-B | cold planing asphaltic pavement (8" average depth) | 850 | SQYD | 5.00 | 4,250.00 | 5.65 | 4,802.50 | 5.00 | 4,250.00 | ||
| 509-01-C | cold planing asphaltic pavement (1" average depth) | 26,996 | SQYD | 1.00 | 26,996.00 | 0.70 | 18,897.20 | 2.00 | 53,992.00 | ||
| 509-01-D | cold planing asphaltic pavement (2" average depth) | 594 | SQYD | 1.00 | 594.00 | 2.00 | 1,188.00 | 2.00 | 1,188.00 | ||
| 509-01-E | cold planing asphaltic pavement (3 1/2" average depth) | 18,429 | SQYD | 1.90 | 35,015.10 | 2.30 | 42,386.70 | 2.50 | 46,072.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,182 | CUYD | 0.01 | - 21.82 | 0.90 | - 1,963.80 | 0.10 | - 218.20 | ||
| 601-01-G | portland cement concrete pavement (8" thick) | 1,352.0 | SQYD | 95.00 | 128,440.00 | 70.00 | 94,640.00 | 95.00 | 128,440.00 | ||
| 701-08 | relaying pipe | 4 | LNFT | 120.00 | 480.00 | 100.00 | 400.00 | 250.00 | 1,000.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 32 | LNFT | 140.00 | 4,480.00 | 120.00 | 3,840.00 | 135.00 | 4,320.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 16 | LNFT | 160.00 | 2,560.00 | 130.00 | 2,080.00 | 145.00 | 2,320.00 | ||
| 701-10-M | reinforced concrete pipe (extension)(36") | 16 | LNFT | 180.00 | 2,880.00 | 140.00 | 2,240.00 | 160.00 | 2,560.00 | ||
| 701-10-O | reinforced concrete pipe (extension)(48") | 48 | LNFT | 200.00 | 9,600.00 | 150.00 | 7,200.00 | 255.00 | 12,240.00 | ||
| 701-15 | concrete collar | 11 | EACH | 700.00 | 7,700.00 | 850.00 | 9,350.00 | 1,500.00 | 16,500.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 57.00 | 11,400.00 | 46.00 | 9,200.00 | 55.00 | 11,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 382.0 | LNFT | 54.00 | 20,628.00 | 55.00 | 21,010.00 | 45.00 | 17,190.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 19.00 | 2,850.00 | 25.00 | 3,750.00 | 25.00 | 3,750.00 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,000.00 | 16,000.00 | 2,400.00 | 19,200.00 | 2,450.00 | 19,600.00 | ||
| 712-04 | flexible revetment | 400 | SQYD | 70.00 | 28,000.00 | 70.00 | 28,000.00 | 75.00 | 30,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 77,500.00 | 77,500.00 | 58,000.00 | 58,000.00 | 35,000.00 | 35,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 628 | LNFT | 0.10 | 62.80 | 0.35 | 219.80 | 0.40 | 251.20 | ||
| 713-03-E | temporary pavement markings (24" width) | 453 | LNFT | 0.10 | 45.30 | 1.00 | 453.00 | 1.00 | 453.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.407 | MILE | 325.00 | 3,057.28 | 330.00 | 3,104.31 | 345.00 | 3,245.42 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.718 | MILE | 1.00 | 5.72 | 325.00 | 1,858.35 | 425.00 | 2,430.15 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 26.502 | MILE | 1.00 | 26.50 | 655.00 | 17,358.81 | 0.10 | 2.65 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 4 | EACH | 1.00 | 4.00 | 55.00 | 220.00 | 55.00 | 220.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 4 | EACH | 1.00 | 4.00 | 55.00 | 220.00 | 55.00 | 220.00 | ||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 4 | EACH | 1.00 | 4.00 | 100.00 | 400.00 | 125.00 | 500.00 | ||
| 716-01-A | mulch (vegetative) | 12.50 | ACRE | 1,400.00 | 17,500.00 | 1,400.00 | 17,500.00 | 850.00 | 10,625.00 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 2,000 | SQYD | 40.00 | 80,000.00 | 35.00 | 70,000.00 | 60.00 | 120,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 77,500.00 | 77,500.00 | 60,000.00 | 60,000.00 | 150,000.00 | 150,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 110.00 | 880.00 | 110.00 | 880.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,728 | EACH | 4.50 | 7,776.00 | 6.00 | 10,368.00 | 6.50 | 11,232.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 355 | LNFT | 1.00 | 355.00 | 1.00 | 355.00 | 1.10 | 390.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 234 | LNFT | 3.00 | 702.00 | 3.50 | 819.00 | 3.45 | 807.30 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.431 | MILE | 2,150.00 | 28,876.65 | 2,500.00 | 33,577.50 | 2,400.00 | 32,234.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.859 | MILE | 700.00 | 2,001.30 | 900.00 | 2,573.10 | 850.00 | 2,430.15 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 140.00 | 280.00 | 200.00 | 400.00 | 185.00 | 370.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 160.00 | 320.00 | 225.00 | 450.00 | 215.00 | 430.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | 500.00 | 1,000.00 | 495.00 | 990.00 | ||
| 735-01 | mailboxes | 17 | EACH | 1.00 | 17.00 | 1.10 | 18.70 | 12.00 | 204.00 | ||
| 735-02 | mailbox supports (single) | 13 | EACH | 135.00 | 1,755.00 | 155.00 | 2,015.00 | 135.00 | 1,755.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 175.00 | 350.00 | 200.00 | 400.00 | 205.00 | 410.00 | ||
| 739-01 | hydro-seeding | 12.50 | ACRE | 1,600.00 | 20,000.00 | 1,700.00 | 21,250.00 | 1,600.00 | 20,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 | 30,000.00 | 30,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | ||
| S-001 | raised asphaltic concrete median (4" thick) | 22.6 | SQYD | 20.00 | 452.00 | 110.00 | 2,486.00 | 350.00 | 7,910.00 | ||
| S-003 | dynamic message sign unit | 5 | EACH | 2,300.00 | 11,500.00 | 4,500.00 | 22,500.00 | 5,000.00 | 25,000.00 | ||
| CONTRACTOR TOTAL | 1,583,373.02 | 1,774,609.87 | 2,202,377.07 | ||||||||