| |||
| DBE GOAL FED | |||
| Lead Project: 083-02-0005 | |||
| Parish: CADDO | |||
| Routes: LA 2 | |||
| Description: US 71 - BOSSIER PARISH LINE BRIDGES | |||
| Type Const:
grading, drain struct, cold planing asph pvmt, pvmt patch, superpave acp, precast prestressed concrete girder spans bridge, concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $2,601,231.39 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $2,469,890.72 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,830,070.40 |
| 12135 | BLOUNT BROS. CONSTRUCTION, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
- 2 - GUINN BROTHERS, LLC. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
BLOUNT BROS. CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 89,000.00 | 89,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A-01 | removal of bridge:(sta. 1+612.335; 7.30m x 49.38m concrete deck girder brid ge) |
1 | ea | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-02 | removal of bridge:(sta. 2+349.640; 7.30m x 37.19m concrete deck girder brid ge) |
1 | ea | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 202-02-H | removal of guard rail | 325 | ln m | 5.00 | 1,625.00 | 15.00 | 4,875.00 | 10.00 | 3,250.00 | 15.00 | 4,875.00 |
| 203-02 | drainage excavation | 5,612 | cu m | 6.50 | 36,478.00 | 6.00 | 33,672.00 | 7.00 | 39,284.00 | 10.00 | 56,120.00 |
| 203-06 | excavation & embankment | lump | lump | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | cu m | 40.00 | 880.00 | 85.00 | 1,870.00 | 50.00 | 1,100.00 | 65.00 | 1,430.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 400.0 | cu m | 1.00 | 400.00 | 50.00 | 20,000.00 | 10.00 | 4,000.00 | 55.00 | 22,000.00 |
| 502-01 | superpave asphaltic concrete | 2,100.4 | Mg | 67.20 | 141,146.88 | 90.00 | 189,036.00 | 80.00 | 168,032.00 | 70.00 | 147,028.00 |
| 502-03 | superpave asphaltic concrete (100mm thick) | 4 | sq m | 90.00 | 360.00 | 50.00 | 200.00 | 60.00 | 240.00 | 40.00 | 160.00 |
| 509-01 | cold planing asphaltic pavement | 1,965 | sq m | 2.00 | 3,930.00 | 10.00 | 19,650.00 | 5.00 | 9,825.00 | 6.00 | 11,790.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 197 | cu m | 1.00 | - 197.00 | 1.00 | - 197.00 | 1.00 | - 197.00 | 1.00 | - 197.00 |
| 701-05-I | side drain pipe (600 mm) | 21.5 | ln m | 95.00 | 2,042.50 | 300.00 | 6,450.00 | 175.00 | 3,762.50 | 80.00 | 1,720.00 |
| 704-03 | blocked out guard rail | 152.40 | ln m | 62.00 | 9,448.80 | 55.00 | 8,382.00 | 60.00 | 9,144.00 | 75.00 | 11,430.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 155.00 | 9,448.80 | 155.00 | 9,448.80 | 200.00 | 12,192.00 | 170.00 | 10,363.20 |
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 1,600.00 | 12,800.00 | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 | 1,800.00 | 14,400.00 |
| 705-01 | barbed wire fence | 467 | ln m | 17.00 | 7,939.00 | 15.00 | 7,005.00 | 15.00 | 7,005.00 | 16.00 | 7,472.00 |
| 705-04 | single swinging driveway gates | 2 | ea | 450.00 | 900.00 | 500.00 | 1,000.00 | 400.00 | 800.00 | 500.00 | 1,000.00 |
| 708-01 | right-of-way monument | 14 | ea | 150.00 | 2,100.00 | 200.00 | 2,800.00 | 50.00 | 700.00 | 100.00 | 1,400.00 |
| 708-02 | right-of-way monument witness post | 14 | ea | 100.00 | 1,400.00 | 200.00 | 2,800.00 | 50.00 | 700.00 | 75.00 | 1,050.00 |
| 711-04 | geotextile fabric | 1,529 | sq m | 1.50 | 2,293.50 | 5.00 | 7,645.00 | 2.00 | 3,058.00 | 2.50 | 3,822.50 |
| 712-04 | flexible revetment | 1,529 | sq m | 53.79 | 82,244.91 | 45.00 | 68,805.00 | 45.00 | 68,805.00 | 50.00 | 76,450.00 |
| 713-01 | temporary signs & barricades | lump | lump | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 3.287 | km | 500.00 | 1,643.50 | 525.00 | 1,725.67 | 500.00 | 1,643.50 | 2,500.00 | 8,217.50 |
| 713-07 | temporary reflectorized raised pavement markers | 69 | ea | 1.50 | 103.50 | 10.00 | 690.00 | 10.00 | 690.00 | 20.00 | 1,380.00 |
| 716-01-A | mulch (vegetative) | 2.8 | hctr | 1,500.00 | 4,200.00 | 3,000.00 | 8,400.00 | 2,000.00 | 5,600.00 | 2,500.00 | 7,000.00 |
| 717-01 | seeding | 93 | kg | 4.00 | 372.00 | 20.00 | 1,860.00 | 18.00 | 1,674.00 | 15.00 | 1,395.00 |
| 718-01 | fertilizer | 3,092 | kg | 1.00 | 3,092.00 | 1.00 | 3,092.00 | 0.50 | 1,546.00 | 0.60 | 1,855.20 |
| 720-01-A | erosion control system, slope protection (type a) | 1,085 | sq m | 3.00 | 3,255.00 | 2.00 | 2,170.00 | 2.00 | 2,170.00 | 4.00 | 4,340.00 |
| 722-01 | project site laboratory | 1 | ea | 5,000.00 | 5,000.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 200 | sq m | 80.00 | 16,000.00 | 100.00 | 20,000.00 | 80.00 | 16,000.00 | 100.00 | 20,000.00 |
| 725-01 | temporary detour roads | 578.6 | ln m | 275.00 | 159,115.00 | 635.00 | 367,411.00 | 600.00 | 347,160.00 | 300.00 | 173,580.00 |
| 725-03 | temporary detour bridging | 90.00 | ln m | 7,700.00 | 693,000.00 | 3,200.00 | 288,000.00 | 5,300.00 | 477,000.00 | 5,000.00 | 450,000.00 |
| 727-01 | mobilization | lump | lump | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 280,000.00 | 280,000.00 | 110,000.00 | 110,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | ea | 60.00 | 480.00 | 75.00 | 600.00 | 70.00 | 560.00 | 100.00 | 800.00 |
| 731-02 | reflectorized raised pavement markers | 69 | ea | 6.00 | 414.00 | 8.00 | 552.00 | 6.00 | 414.00 | 15.00 | 1,035.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 2.675 | km | 1,300.00 | 3,477.50 | 1,550.00 | 4,146.25 | 800.00 | 2,140.00 | 1,500.00 | 4,012.50 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.579 | km | 500.00 | 289.50 | 600.00 | 347.40 | 300.00 | 173.70 | 1,000.00 | 579.00 |
| 732-05 | removal of existing markings | 0.379 | km | 1,800.00 | 682.20 | 2,000.00 | 758.00 | 1,000.00 | 379.00 | 4,000.00 | 1,516.00 |
| 740-01 | construction layout | lump | lump | 51,000.00 | 51,000.00 | 55,000.00 | 55,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,323.0 | ln m | 175.00 | 231,525.00 | 130.00 | 171,990.00 | 175.00 | 231,525.00 | 200.00 | 264,600.00 |
| 804-01-F | precast concrete piles (600 mm) | 343.5 | ln m | 275.00 | 94,462.50 | 245.00 | 84,157.50 | 225.00 | 77,287.50 | 290.00 | 99,615.00 |
| 804-12 | loading permanent piles | 2 | ea | 5,000.00 | 10,000.00 | 1.00 | 2.00 | 500.00 | 1,000.00 | 100.00 | 200.00 |
| 805-01-F | class a concrete (bents) | 164.95 | cu m | 600.00 | 98,970.00 | 750.00 | 123,712.50 | 950.00 | 156,702.50 | 1,177.00 | 194,146.15 |
| 805-03 | class aa concrete | 460.74 | cu m | 600.00 | 276,444.00 | 550.00 | 253,407.00 | 625.00 | 287,962.50 | 850.00 | 391,629.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 392.40 | ln m | 300.00 | 117,720.00 | 365.00 | 143,226.00 | 300.00 | 117,720.00 | 300.00 | 117,720.00 |
| 805-11 | strip seal joints | 30.48 | ln m | 300.00 | 9,144.00 | 460.00 | 14,020.80 | 400.00 | 12,192.00 | 400.00 | 12,192.00 |
| 806-01 | deformed reinforcing steel | 75,713 | kg | 1.30 | 98,426.90 | 1.60 | 121,140.80 | 1.40 | 105,998.20 | 2.50 | 189,282.50 |
| 807-06 | structural metalwork | lump | lump | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 810-01 | concrete railing (barrier) | 247.20 | ln m | 132.00 | 32,630.40 | 165.00 | 40,788.00 | 125.00 | 30,900.00 | 250.00 | 61,800.00 |
| 813-01 | concrete approach slabs | 640.80 | sq m | 180.00 | 115,344.00 | 190.00 | 121,752.00 | 165.00 | 105,732.00 | 150.00 | 96,120.00 |
| S-001 | temporary construction entrances | 2 | ea | 100.00 | 200.00 | 2,000.00 | 4,000.00 | 100.00 | 200.00 | 2,500.00 | 5,000.00 |
| CONTRACTOR TOTAL | 2,601,231.39 | 2,469,890.72 | 2,830,070.40 | IRREGULAR | |||||||