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| DBE GOAL FED | |||
| Lead Project: 863-02-0028 | |||
| Parish: W FELICIANA | |||
| Routes: LA 421 | |||
| Description: WEST FORK THOMPSON CREEK BRIDGE | |||
| Type Const:
clearing and grubbing, grading, drainage srtuctures, lime treatment, superpave asphalt concrete pavement, pre-cast pre-stressed concrete girder spans bridge, and related work | |||
| Estimated Construction Cost: $1,215,080.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,414,058.60 |
| 2 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $1,675,403.95 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,982,368.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 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 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,000.00 | 2,000.00 | 17,500.00 | 17,500.00 | 11,000.00 | 11,000.00 | ||
| 203-02 | drainage excavation | 209 | CUYD | 25.00 | 5,225.00 | 25.50 | 5,329.50 | 30.00 | 6,270.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | 88,000.00 | 88,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 200.00 | 1,200.00 | 85.00 | 510.00 | 150.00 | 900.00 | ||
| 204-06 | temporary silt fencing | 1,700 | LNFT | 3.00 | 5,100.00 | 1.50 | 2,550.00 | 3.00 | 5,100.00 | ||
| 302-01 | class ii base course | 404.5 | CUYD | 85.00 | 34,382.50 | 100.00 | 40,450.00 | 100.00 | 40,450.00 | ||
| 304-01 | lime | 17.19 | TON | 200.00 | 3,438.00 | 200.00 | 3,438.00 | 135.00 | 2,320.65 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,212 | SQYD | 2.00 | 2,424.00 | 5.00 | 6,060.00 | 4.00 | 4,848.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 100.00 | 800.00 | 67.00 | 536.00 | 90.00 | 720.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 10.00 | 1,000.00 | 25.00 | 2,500.00 | 80.00 | 8,000.00 | ||
| 502-01 | superpave asphaltic concrete | 468.9 | TON | 120.00 | 56,268.00 | 150.00 | 70,335.00 | 125.00 | 58,612.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
84.8 | TON | 150.00 | 12,720.00 | 150.00 | 12,720.00 | 125.00 | 10,600.00 | ||
| 701-05-G | side drain pipe (18") | 680 | LNFT | 45.00 | 30,600.00 | 39.50 | 26,860.00 | 45.00 | 30,600.00 | ||
| 704-03 | blocked out guard rail | 12.5 | LNFT | 25.00 | 312.50 | 30.00 | 375.00 | 20.00 | 250.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 53.00 | 5,300.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,800.00 | 11,200.00 | 2,000.00 | 8,000.00 | ||
| 705-01 | barbed wire fence | 1,020 | LNFT | 10.00 | 10,200.00 | 8.00 | 8,160.00 | 6.00 | 6,120.00 | ||
| 705-02 | combination mesh & barbed wire fence | 603 | LNFT | 15.00 | 9,045.00 | 12.00 | 7,236.00 | 10.00 | 6,030.00 | ||
| 705-04 | single swinging driveway gates | 1 | EACH | 350.00 | 350.00 | 350.00 | 350.00 | 800.00 | 800.00 | ||
| 708-01 | right-of-way monument | 19 | EACH | 200.00 | 3,800.00 | 100.00 | 1,900.00 | 150.00 | 2,850.00 | ||
| 708-02 | right-of-way monument witness post | 19 | EACH | 200.00 | 3,800.00 | 140.00 | 2,660.00 | 50.00 | 950.00 | ||
| 711-01-E | riprap (130 lb, 24" thick) | 1,147 | SQYD | 75.00 | 86,025.00 | 60.00 | 68,820.00 | 75.00 | 86,025.00 | ||
| 711-04 | geotextile fabric | 1,649 | SQYD | 2.50 | 4,122.50 | 1.75 | 2,885.75 | 2.50 | 4,122.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 23,000.00 | 23,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | ||
| 717-01 | seeding | 34 | LB | 20.00 | 680.00 | 12.00 | 408.00 | 25.00 | 850.00 | ||
| 718-01 | fertilizer | 1,128 | LB | 1.00 | 1,128.00 | 0.35 | 394.80 | 0.50 | 564.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 45,000.00 | 45,000.00 | 5,000.00 | 5,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 140,000.00 | 140,000.00 | 165,000.00 | 165,000.00 | 190,000.00 | 190,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 75.00 | 300.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 30 | EACH | 20.00 | 600.00 | 18.00 | 540.00 | 15.00 | 450.00 | ||
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 10.00 | 630.00 | 8.00 | 504.00 | 10.00 | 630.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.429 | MILE | 3,000.00 | 1,287.00 | 4,500.00 | 1,930.50 | 6,000.00 | 2,574.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.189 | MILE | 1,000.00 | 189.00 | 1,500.00 | 283.50 | 2,000.00 | 378.00 | ||
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | ||
| 805-01-F | class a concrete (bents) | 91.81 | CUYD | 800.00 | 73,448.00 | 1,000.00 | 91,810.00 | 2,000.00 | 183,620.00 | ||
| 805-03 | class aa concrete | 254.08 | CUYD | 730.00 | 185,478.40 | 750.00 | 190,560.00 | 1,150.00 | 292,192.00 | ||
| 805-08-D | precast-prestressed concrete girder (type iv) | 1,074.0 | LNFT | 175.00 | 187,950.00 | 175.00 | 187,950.00 | 250.00 | 268,500.00 | ||
| 805-11 | strip seal joints | 60.00 | LNFT | 150.00 | 9,000.00 | 145.00 | 8,700.00 | 180.00 | 10,800.00 | ||
| 806-01 | deformed reinforcing steel | 88,520 | LB | 0.80 | 70,816.00 | 0.85 | 75,242.00 | 1.25 | 110,650.00 | ||
| 807-06 | structural metalwork | lump | LUMP | 7,500.00 | 7,500.00 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 | ||
| 810-01 | concrete railing (barrier) | 620.00 | LNFT | 55.00 | 34,100.00 | 65.00 | 40,300.00 | 75.00 | 46,500.00 | ||
| 813-01 | concrete approach slabs | 266.46 | SQYD | 195.00 | 51,959.70 | 165.00 | 43,965.90 | 200.00 | 53,292.00 | ||
| S-101 | dotd furnished 14" piles | 200.00 | LNFT | 35.00 | 7,000.00 | 40.00 | 8,000.00 | 120.00 | 24,000.00 | ||
| S-102 | dotd furnished 30" piles | 1,296.00 | LNFT | 105.00 | 136,080.00 | 240.00 | 311,040.00 | 200.00 | 259,200.00 | ||
| CONTRACTOR TOTAL | 1,414,058.60 | 1,675,403.95 | 1,982,368.65 | ||||||||