| |||
| DBE GOAL FED | |||
| Lead Project: 192-01-0010 | |||
| Parish: CALCASIEU | |||
| Routes: LA 108 | |||
| Description: COON GULLY BRIDGE AND APPROACHES | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, precast-prestressed concrete girder span bridge, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00060 | F. MILLER & SONS, LLC | $938,485.06 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $961,656.60 |
| 3 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $1,288,162.60 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,336,263.09 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. MILLER & SONS, LLC |
- 2 - GUINN BROTHERS, LLC. |
- 3 - KOSTMAYER CONSTRUCTION, LLC |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 14,000.00 | 14,000.00 | 12,000.00 | 12,000.00 | 34,000.00 | 34,000.00 | 35,000.00 | 35,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 8,100.00 | 8,100.00 | 6,000.00 | 6,000.00 | 2,900.00 | 2,900.00 | 8,000.00 | 8,000.00 |
| 202-02-A | removal of bridges (sta. 10+281.465, 23 m conc. coplss slab) |
1 | ea | 9,100.00 | 9,100.00 | 7,000.00 | 7,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,177.4 | sq m | 6.00 | 7,064.40 | 4.00 | 4,709.60 | 9.00 | 10,596.60 | 3.00 | 3,532.20 |
| 203-02 | drainage excavation | 993 | cu m | 7.00 | 6,951.00 | 6.00 | 5,958.00 | 23.00 | 22,839.00 | 8.00 | 7,944.00 |
| 203-06 | excavation & embankment | lump | lump | 48,200.00 | 48,200.00 | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 | 42,000.00 | 42,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 400.00 | 1,600.00 | 100.00 | 400.00 | 110.00 | 440.00 | 165.00 | 660.00 |
| 204-06 | temporary silt fencing | 420 | ln m | 8.00 | 3,360.00 | 4.00 | 1,680.00 | 7.00 | 2,940.00 | 4.60 | 1,932.00 |
| 302-01 | class ii base course | 217.6 | cu m | 60.00 | 13,056.00 | 85.00 | 18,496.00 | 55.00 | 11,968.00 | 89.00 | 19,366.40 |
| 304-05 | lime treatment (type e) | 105.17 | Mg | 177.00 | 18,615.09 | 250.00 | 26,292.50 | 140.00 | 14,723.80 | 209.00 | 21,980.53 |
| 401-01 | aggregate surface course (net section) | 15.1 | cu m | 58.00 | 875.80 | 85.00 | 1,283.50 | 55.00 | 830.50 | 94.00 | 1,419.40 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3 | cu m | 58.00 | 174.00 | 100.00 | 300.00 | 55.00 | 165.00 | 119.00 | 357.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 152.9 | cu m | 58.50 | 8,944.65 | 50.00 | 7,645.00 | 55.00 | 8,409.50 | 88.00 | 13,455.20 |
| 502-01 | superpave asphaltic concrete | 297.4 | Mg | 104.00 | 30,929.60 | 125.00 | 37,175.00 | 120.00 | 35,688.00 | 106.00 | 31,524.40 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
76.2 | Mg | 152.00 | 11,582.40 | 150.00 | 11,430.00 | 165.00 | 12,573.00 | 148.00 | 11,277.60 |
| 701-05-I | side drain pipe (600 mm) | 8.5 | ln m | 215.00 | 1,827.50 | 250.00 | 2,125.00 | 103.00 | 875.50 | 166.00 | 1,411.00 |
| 701-05-K | side drain pipe (750 mm) | 10.4 | ln m | 280.00 | 2,912.00 | 325.00 | 3,380.00 | 153.00 | 1,591.20 | 217.00 | 2,256.80 |
| 701-05-M-01 | side drain pipe (900 mm)(erosion) | 160.0 | ln m | 230.00 | 36,800.00 | 300.00 | 48,000.00 | 173.00 | 27,680.00 | 301.00 | 48,160.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 144.00 | 4,389.12 | 150.00 | 4,572.00 | 185.00 | 5,638.80 | 156.50 | 4,770.12 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 1,800.00 | 7,200.00 | 1,900.00 | 7,600.00 | 2,350.00 | 9,400.00 | 1,900.00 | 7,600.00 |
| 705-01 | barbed wire fence | 217 | ln m | 16.00 | 3,472.00 | 15.00 | 3,255.00 | 17.00 | 3,689.00 | 15.50 | 3,363.50 |
| 705-02 | combination mesh & barbed wire fence | 137 | ln m | 20.00 | 2,740.00 | 25.00 | 3,425.00 | 23.00 | 3,151.00 | 21.00 | 2,877.00 |
| 705-05 | double swinging driveway gates | 1 | dbgt | 1,200.00 | 1,200.00 | 500.00 | 500.00 | 700.00 | 700.00 | 657.00 | 657.00 |
| 708-01 | right-of-way monument | 8 | ea | 27.00 | 216.00 | 500.00 | 4,000.00 | 155.00 | 1,240.00 | 617.00 | 4,936.00 |
| 708-02 | right-of-way monument witness post | 8 | ea | 44.00 | 352.00 | 500.00 | 4,000.00 | 155.00 | 1,240.00 | 205.50 | 1,644.00 |
| 712-04 | flexible revetment | 482 | sq m | 55.00 | 26,510.00 | 45.00 | 21,690.00 | 48.00 | 23,136.00 | 75.00 | 36,150.00 |
| 713-01 | temporary signs & barricades | lump | lump | 20,300.00 | 20,300.00 | 10,000.00 | 10,000.00 | 12,200.00 | 12,200.00 | 6,200.00 | 6,200.00 |
| 720-01-A | erosion control system, slpoe protection (type a) | 300 | sq m | 3.00 | 900.00 | 4.00 | 1,200.00 | 2.50 | 750.00 | 2.50 | 750.00 |
| 722-01 | project site laboratory | 1 | ea | 10,300.00 | 10,300.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 11,000.00 | 11,000.00 |
| 725-01 | temporary detour roads | 289.7 | ln m | 350.00 | 101,395.00 | 480.00 | 139,056.00 | 700.00 | 202,790.00 | 439.00 | 127,178.30 |
| 725-03 | temporary detour bridging | 24.00 | ln m | 3,900.00 | 93,600.00 | 4,500.00 | 108,000.00 | 7,000.00 | 168,000.00 | 9,130.00 | 219,120.00 |
| 727-01 | mobilization | lump | lump | 90,000.00 | 90,000.00 | 45,000.00 | 45,000.00 | 190,000.00 | 190,000.00 | 104,000.00 | 104,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 68.00 | 272.00 | 75.00 | 300.00 | 77.00 | 308.00 | 75.00 | 300.00 |
| 731-02 | reflectorized raised pavement markers | 18 | ea | 11.00 | 198.00 | 15.00 | 270.00 | 13.00 | 234.00 | 12.00 | 216.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 0.774 | km | 2,500.00 | 1,935.00 | 3,000.00 | 2,322.00 | 3,000.00 | 2,322.00 | 2,632.00 | 2,037.16 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.387 | km | 1,100.00 | 425.70 | 1,500.00 | 580.50 | 1,300.00 | 503.10 | 1,204.00 | 465.94 |
| 735-01 | mailboxes | 2 | ea | 5.00 | 10.00 | 100.00 | 200.00 | 6.00 | 12.00 | 6.00 | 12.00 |
| 735-02 | mailbox supports (single) | 2 | ea | 130.00 | 260.00 | 100.00 | 200.00 | 155.00 | 310.00 | 143.00 | 286.00 |
| 739-01 | hydro-seeding | 0.2 | hctr | 2,000.00 | 400.00 | 4,000.00 | 800.00 | 5,350.00 | 1,070.00 | 4,982.00 | 996.40 |
| 740-01 | construction layout | lump | lump | 26,200.00 | 26,200.00 | 15,000.00 | 15,000.00 | 37,000.00 | 37,000.00 | 100,000.00 | 100,000.00 |
| 804-01-F | precast concrete piles (600 mm) | 384.0 | ln m | 345.00 | 132,480.00 | 320.00 | 122,880.00 | 308.00 | 118,272.00 | 266.00 | 102,144.00 |
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 1.00 | 1.00 | 1.00 | 1.00 | 21,500.00 | 21,500.00 |
| 805-01-F | class a concrete (bents) | 33.46 | cu m | 670.00 | 22,418.20 | 850.00 | 28,441.00 | 700.00 | 23,422.00 | 732.00 | 24,492.72 |
| 805-03 | class aa concrete | 78.26 | cu m | 440.00 | 34,434.40 | 600.00 | 46,956.00 | 650.00 | 50,869.00 | 630.00 | 49,303.80 |
| 805-08-H | precast-prestressed concrete girder (type quad beam) | 213.30 | ln m | 190.00 | 40,527.00 | 285.00 | 60,790.50 | 284.00 | 60,577.20 | 644.00 | 137,365.20 |
| 805-11 | strip seal joints | 18.00 | ln m | 240.00 | 4,320.00 | 480.00 | 8,640.00 | 550.00 | 9,900.00 | 336.00 | 6,048.00 |
| 806-01 | deformed reinforcing steel | 13,202 | kg | 2.40 | 31,684.80 | 1.75 | 23,103.50 | 2.10 | 27,724.20 | 1.44 | 19,010.88 |
| 807-06 | structural metalwork | lump | lump | 2,400.00 | 2,400.00 | 3,500.00 | 3,500.00 | 34,000.00 | 34,000.00 | 16,000.00 | 16,000.00 |
| 810-01 | concrete railing (barrier) | 72.00 | ln m | 220.00 | 15,840.00 | 185.00 | 13,320.00 | 150.00 | 10,800.00 | 154.00 | 11,088.00 |
| 813-01 | concrete approach slabs | 223.02 | sq m | 170.00 | 37,913.40 | 225.00 | 50,179.50 | 160.00 | 35,683.20 | 177.00 | 39,474.54 |
| CONTRACTOR TOTAL | 938,485.06 | 961,656.60 | 1,288,162.60 | 1,336,263.09 | |||||||