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| Lead Project: 026-03-0041 | |||
| Parish: CONCORDIA, CATAHOULA | |||
| Routes: LA 15 | |||
| Description: TENSAS RIVER BRIDGE - CLAYTON (BRIDGE AND APPROACHES) | |||
| Type Const:
grading, lime treatment, class ii base course, superpave asphaltic concrete pavement, concrete girder span bridge and approaches and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $3,268,889.80 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $4,776,081.50 |
| 3 | 33131 | AMERICAN CONTRACTING & SERVICES,INC | $5,668,504.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - AMERICAN CONTRACTING & SERVICES,INC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | LUMP | 5,000.00 | 5,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | ||
| 203-06 | excavation and embankment | lump | LUMP | 90,000.00 | 90,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | 150.00 | 600.00 | 400.00 | 1,600.00 | ||
| 204-06 | temporary silt fencing | 720 | LNFT | 3.00 | 2,160.00 | 4.00 | 2,880.00 | 3.00 | 2,160.00 | ||
| 204-07 | temporary stone construction entrance | 2 | EACH | 500.00 | 1,000.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | ||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
156.0 | SQYD | 60.00 | 9,360.00 | 40.00 | 6,240.00 | 50.00 | 7,800.00 | ||
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 348.0 | SQYD | 30.00 | 10,440.00 | 20.00 | 6,960.00 | 17.00 | 5,916.00 | ||
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 348.0 | SQYD | 60.00 | 20,880.00 | 30.00 | 10,440.00 | 40.00 | 13,920.00 | ||
| 304-01 | lime | 6.80 | TON | 350.00 | 2,380.00 | 190.00 | 1,292.00 | 150.00 | 1,020.00 | ||
| 304-02-D | lime treatment (type b) (12" thick) | 480 | SQYD | 4.00 | 1,920.00 | 3.00 | 1,440.00 | 11.00 | 5,280.00 | ||
| 502-01 | superpave asphaltic concrete | 86.9 | TON | 200.00 | 17,380.00 | 475.00 | 41,277.50 | 135.00 | 11,731.50 | ||
| 704-03 | blocked out guard rail | 163.0 | LNFT | 20.00 | 3,260.00 | 18.00 | 2,934.00 | 18.00 | 2,934.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 50.00 | 2,500.00 | 40.00 | 2,000.00 | 42.00 | 2,100.00 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,200.00 | 4,400.00 | 2,300.00 | 4,600.00 | ||
| 712-04 | flexible revetment | 1,160 | SQYD | 65.00 | 75,400.00 | 60.00 | 69,600.00 | 60.00 | 69,600.00 | ||
| 716-01-A | mulch (vegetative) | 1.24 | ACRE | 1,000.00 | 1,240.00 | 1,000.00 | 1,240.00 | 1,000.00 | 1,240.00 | ||
| 717-01 | seeding | 38 | LB | 10.00 | 380.00 | 25.00 | 950.00 | 8.00 | 304.00 | ||
| 718-01 | fertilizer | 1,238 | LB | 0.60 | 742.80 | 1.00 | 1,238.00 | 0.50 | 619.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 470,000.00 | 470,000.00 | 565,000.00 | 565,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 100.00 | 200.00 | 70.00 | 140.00 | 75.00 | 150.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 154 | EACH | 20.00 | 3,080.00 | 17.00 | 2,618.00 | 11.00 | 1,694.00 | ||
| 731-02 | reflectorized raised pavement markers | 129 | EACH | 10.00 | 1,290.00 | 9.00 | 1,161.00 | 7.00 | 903.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.291 | MILE | 4,000.00 | 1,164.00 | 3,600.00 | 1,047.60 | 8,000.00 | 2,328.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.147 | MILE | 1,500.00 | 220.50 | 1,200.00 | 176.40 | 5,000.00 | 735.00 | ||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | ||
| 804-01-B | precast concrete piles (14") | 327 | LNFT | 30.00 | 9,810.00 | 45.00 | 14,715.00 | 135.00 | 44,145.00 | ||
| 804-01-F | precast concrete piles (24") | 1,626 | LNFT | 85.00 | 138,210.00 | 90.00 | 146,340.00 | 185.00 | 300,810.00 | ||
| 804-01-G | precast concrete piles (30") | 3,785 | LNFT | 155.00 | 586,675.00 | 200.00 | 757,000.00 | 350.00 | 1,324,750.00 | ||
| 804-09 | loading test piles | 2 | EACH | 100.00 | 200.00 | 1,500.00 | 3,000.00 | 20,000.00 | 40,000.00 | ||
| 804-10 | reloading test piles | 2 | EACH | 100.00 | 200.00 | 1,500.00 | 3,000.00 | 20,000.00 | 40,000.00 | ||
| 804-11 | redriving test piles | 2 | EACH | 100.00 | 200.00 | 2,500.00 | 5,000.00 | 6,000.00 | 12,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 20,000.00 | 20,000.00 | ||
| 804-13 | precast concrete indicator piles | 4 | EACH | 30,000.00 | 120,000.00 | 40,000.00 | 160,000.00 | 35,000.00 | 140,000.00 | ||
| 804-17 | dynamic monitoring | 8 | EACH | 2,000.00 | 16,000.00 | 1,000.00 | 8,000.00 | 6,000.00 | 48,000.00 | ||
| 805-01-F | class a concrete (bents) | 215.50 | CUYD | 850.00 | 183,175.00 | 1,200.00 | 258,600.00 | 1,000.00 | 215,500.00 | ||
| 805-03 | class aa concrete | 874.00 | CUYD | 530.00 | 463,220.00 | 1,000.00 | 874,000.00 | 850.00 | 742,900.00 | ||
| 805-08-D | precast-prestressed concrete girders (type iv) | 4,630.1 | LNFT | 175.00 | 810,267.50 | 280.00 | 1,296,428.00 | 295.00 | 1,365,879.50 | ||
| 805-11 | strip seal joints | 80.00 | LNFT | 150.00 | 12,000.00 | 250.00 | 20,000.00 | 250.00 | 20,000.00 | ||
| 806-01 | deformed reinforcing steel | 237,322 | LB | 0.70 | 166,125.40 | 1.00 | 237,322.00 | 0.90 | 213,589.80 | ||
| 807-06 | structural metalwork | lump | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | ||
| 810-01 | concrete railing (barrier, f-shape, pl-2) | 1,594.00 | LNFT | 45.00 | 71,730.00 | 60.00 | 95,640.00 | 80.00 | 127,520.00 | ||
| 813-01 | concrete approach slabs | 355.56 | SQYD | 160.00 | 56,889.60 | 200.00 | 71,112.00 | 200.00 | 71,112.00 | ||
| S-001 | rumble strips (ground-in) | 0.039 | MILE | 10,000.00 | 390.00 | 110,000.00 | 4,290.00 | 4,200.00 | 163.80 | ||
| S-101 | retroreflective sheeting panels | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 | ||
| CONTRACTOR TOTAL | 3,268,889.80 | 4,776,081.50 | 5,668,504.60 | ||||||||