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| DBE GOAL FED | |||
| Lead Project: 127-02-0022 | |||
| Parish: LASALLE | |||
| Routes: LA 127 9 td> | |||
| Description: CHICKASAW CREEK AND DRAIN BRIDGE REPLACEMENT | |||
| Type Const:
grading, superpave acp, cold planing acp, temporary detour bridges, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $2,728,336.75 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,796,023.10 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,914,754.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 152,000.00 | 152,000.00 | ||
| 202-02-A-01 | removal of bridge - str no. 58301270209561 - 169' x 24' concrete deck girder bridge (sta. 115+92.65) |
1 | EACH | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | ||
| 202-02-A-02 | removal of bridge - str no. 58301270209681 - 96' x 24' concrete deck girder bridge (sta. 122+17.12) |
1 | EACH | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 617.2 | SQYD | 5.00 | 3,086.00 | 4.00 | 2,468.80 | 4.00 | 2,468.80 | ||
| 203-01 | general excavation | 371 | CUYD | 8.00 | 2,968.00 | 10.00 | 3,710.00 | 4.00 | 1,484.00 | ||
| 203-02 | drainage excavation | 4,621 | CUYD | 8.50 | 39,278.50 | 10.00 | 46,210.00 | 8.00 | 36,968.00 | ||
| 203-04 | embankment | 5,177 | CUYD | 10.00 | 51,770.00 | 15.00 | 77,655.00 | 8.00 | 41,416.00 | ||
| 204-06 | temporary silt fencing | 3,284 | LNFT | 2.25 | 7,389.00 | 2.00 | 6,568.00 | 3.00 | 9,852.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
33 | CUYD | 90.00 | 2,970.00 | 75.00 | 2,475.00 | 35.00 | 1,155.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 300.0 | CUYD | 25.00 | 7,500.00 | 45.00 | 13,500.00 | 40.00 | 12,000.00 | ||
| 502-01 | superpave asphaltic concrete | 2,476.5 | TON | 112.00 | 277,368.00 | 85.00 | 210,502.50 | 110.00 | 272,415.00 | ||
| 509-01 | cold planing asphaltic pavement | 2,547 | SQYD | 4.25 | 10,824.75 | 2.50 | 6,367.50 | 3.00 | 7,641.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 71 | CUYD | 1.00 | - 71.00 | 1.00 | - 71.00 | 1.00 | - 71.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 158.2 | LNFT | 46.00 | 7,277.20 | 45.00 | 7,119.00 | 42.00 | 6,644.40 | ||
| 704-03 | blocked out guard rail | 650.0 | LNFT | 18.50 | 12,025.00 | 17.50 | 11,375.00 | 16.00 | 10,400.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 55.00 | 11,000.00 | 55.00 | 11,000.00 | 50.00 | 10,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,100.00 | 25,200.00 | 2,000.00 | 24,000.00 | 1,775.00 | 21,300.00 | ||
| 705-01 | barbed wire fence | 105 | LNFT | 7.00 | 735.00 | 8.00 | 840.00 | 10.00 | 1,050.00 | ||
| 705-02 | combination mesh & barbed wire fence | 361 | LNFT | 9.00 | 3,249.00 | 8.00 | 2,888.00 | 12.50 | 4,512.50 | ||
| 708-01 | right-of-way monument | 16 | EACH | 125.00 | 2,000.00 | 250.00 | 4,000.00 | 150.00 | 2,400.00 | ||
| 708-02 | right-of-way monument witness post | 16 | EACH | 125.00 | 2,000.00 | 250.00 | 4,000.00 | 150.00 | 2,400.00 | ||
| 712-04 | flexible revetment | 597 | SQYD | 65.00 | 38,805.00 | 50.00 | 29,850.00 | 75.00 | 44,775.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 32,000.00 | 32,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | ||
| 716-01-A | mulch (vegetative) | 2.12 | ACRE | 1,000.00 | 2,120.00 | 1,100.00 | 2,332.00 | 1,000.00 | 2,120.00 | ||
| 725-01 | temporary detour roads | 1,218.4 | LNFT | 265.00 | 322,876.00 | 300.00 | 365,520.00 | 320.00 | 389,888.00 | ||
| 725-03 | temporary detour bridging | 200.00 | LNFT | 1,100.00 | 220,000.00 | 1,750.00 | 350,000.00 | 2,800.00 | 560,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 220,000.00 | 220,000.00 | 275,000.00 | 275,000.00 | 275,000.00 | 275,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 70.00 | 560.00 | ||
| 731-02 | reflectorized raised pavement markers | 44 | EACH | 8.00 | 352.00 | 6.00 | 264.00 | 6.00 | 264.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.714 | MILE | 3,500.00 | 2,499.00 | 2,750.00 | 1,963.50 | 2,500.00 | 1,785.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.356 | MILE | 1,500.00 | 534.00 | 1,000.00 | 356.00 | 1,000.00 | 356.00 | ||
| 732-05 | removal of existing markings | 0.117 | MILE | 7,500.00 | 877.50 | 6,000.00 | 702.00 | 3,500.00 | 409.50 | ||
| 739-01 | hydro-seeding | 2.12 | ACRE | 1,800.00 | 3,816.00 | 1,100.00 | 2,332.00 | 2,000.00 | 4,240.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 3,500.00 | 3,500.00 | ||
| 804-01-C | precast concrete piles (16") | 1,820 | LNFT | 55.00 | 100,100.00 | 60.00 | 109,200.00 | 50.00 | 91,000.00 | ||
| 804-01-F | precast concrete piles (24") | 2,664 | LNFT | 130.00 | 346,320.00 | 100.00 | 266,400.00 | 90.00 | 239,760.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | ||
| 805-01-F | class a concrete (bents) | 199.80 | CUYD | 750.00 | 149,850.00 | 750.00 | 149,850.00 | 600.00 | 119,880.00 | ||
| 805-03 | class aa concrete | 609.62 | CUYD | 600.00 | 365,772.00 | 550.00 | 335,291.00 | 400.00 | 243,848.00 | ||
| 806-01 | deformed reinforcing steel | 138,668 | LB | 0.75 | 104,001.00 | 0.60 | 83,200.80 | 0.70 | 97,067.60 | ||
| 810-01 | concrete railing (barrier) | 680.00 | LNFT | 65.00 | 44,200.00 | 50.00 | 34,000.00 | 50.00 | 34,000.00 | ||
| 813-01 | concrete approach slabs | 728.88 | SQYD | 185.00 | 134,842.80 | 175.00 | 127,554.00 | 165.00 | 120,265.20 | ||
| CONTRACTOR TOTAL | 2,728,336.75 | 2,796,023.10 | 2,914,754.00 | ||||||||