| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 157-03-0019 | |||
| Parish: LINCOLN | |||
| Routes: LA 145 | |||
| Description: LA 145 INTERCHANGE (BRIDGE WIDENING AND REDECKING) | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, bridge widening and related work. | |||
| Estimated Construction Cost: $1,889,642.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,403,946.00 |
| 2 | 09476 | KEY CONSTRUCTORS, INC. | $2,558,608.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - KEY CONSTRUCTORS, INC. |
|
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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 | 53,500.00 | 53,500.00 | 110,000.00 | 110,000.00 | ||||
| 202-02-A-01 | removal of existing bridge deck (including 2" overlay), rail and portions of abutment |
lump | lump | 135,000.00 | 135,000.00 | 105,000.00 | 105,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 125.0 | SQYD | 20.00 | 2,500.00 | 20.00 | 2,500.00 | ||||
| 202-02-H | removal of guard rail | 400 | LNFT | 5.00 | 2,000.00 | 4.00 | 1,600.00 | ||||
| 202-02-01 | removal of existing approach slabs | 125.0 | SQYD | 150.00 | 18,750.00 | 45.00 | 5,625.00 | ||||
| 202-02-02 | removal of existing concrete revetment | 1,163.0 | SQYD | 8.00 | 9,304.00 | 25.00 | 29,075.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 | ||||
| 204-02 | temporary hay or straw bales | 16 | EACH | 15.00 | 240.00 | 10.00 | 160.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 2 | EACH | 150.00 | 300.00 | 250.00 | 500.00 | ||||
| 204-06 | temporary silt fencing | 1,500 | LNFT | 3.00 | 4,500.00 | 3.50 | 5,250.00 | ||||
| 502-01 | superpave asphaltic concrete | 961.0 | TON | 133.00 | 127,813.00 | 135.00 | 129,735.00 | ||||
| 509-01 | cold planing asphaltic pavement | 1,427 | SQYD | 7.00 | 9,989.00 | 6.30 | 8,990.10 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 40 | CUYD | 0.10 | - 4.00 | 10.00 | - 400.00 | ||||
| 701-05-G | side drain pipe (18") | 150 | LNFT | 45.00 | 6,750.00 | 45.00 | 6,750.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 8,000.00 | 16,000.00 | 3,700.00 | 7,400.00 | ||||
| 704-03 | blocked out guard rail | 437.5 | LNFT | 19.00 | 8,312.50 | 17.50 | 7,656.25 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 55.00 | 5,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,449 | SQYD | 42.00 | 60,858.00 | 42.00 | 60,858.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 38,350.00 | 38,350.00 | 35,000.00 | 35,000.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.500 | MILE | 2,000.00 | 3,000.00 | 1,350.00 | 2,025.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
185 | EACH | 300.00 | 55,500.00 | 300.00 | 55,500.00 | ||||
| 716-01-A | mulch (vegetative) | 2.00 | ACRE | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | ||||
| 717-01 | seeding | 60 | LB | 30.00 | 1,800.00 | 7.00 | 420.00 | ||||
| 718-01 | fertilizer | 2,000 | LB | 1.00 | 2,000.00 | 0.50 | 1,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 230,000.00 | 230,000.00 | 250,000.00 | 250,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 75.00 | 300.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 132 | EACH | 15.00 | 1,980.00 | 13.00 | 1,716.00 | ||||
| 731-02 | reflectorized raised pavement markers | 85 | EACH | 15.00 | 1,275.00 | 11.00 | 935.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.833 | MILE | 3,500.00 | 2,915.50 | 2,950.00 | 2,457.35 | ||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 70,000.00 | 70,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 320 | LNFT | 105.00 | 33,600.00 | 60.00 | 19,200.00 | ||||
| 804-01-D | precast concrete piles (18") | 170 | LNFT | 110.00 | 18,700.00 | 90.00 | 15,300.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | ||||
| 805-01-F | class a concrete (bents) | 59.19 | CUYD | 1,300.00 | 76,947.00 | 920.00 | 54,454.80 | ||||
| 805-01-J | class a concrete (crashwall) | 14.22 | CUYD | 1,500.00 | 21,330.00 | 1,120.00 | 15,926.40 | ||||
| 805-03 | class aa concrete | 343.45 | CUYD | 780.00 | 267,891.00 | 820.00 | 281,629.00 | ||||
| 805-11 | strip seal joints | 303.87 | LNFT | 125.00 | 37,983.75 | 210.00 | 63,812.70 | ||||
| 806-01 | deformed reinforcing steel | 70,711 | LB | 1.05 | 74,246.55 | 0.90 | 63,639.90 | ||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 48,239 | LB | 1.10 | 53,062.90 | 1.10 | 53,062.90 | ||||
| 807-06 | structural metalwork | lump | LUMP | 400,000.00 | 400,000.00 | 415,000.00 | 415,000.00 | ||||
| 810-01 | concrete railing (barrier) | 743.00 | LNFT | 40.00 | 29,720.00 | 55.00 | 40,865.00 | ||||
| 813-01 | concrete approach slabs | 356.66 | SQYD | 230.00 | 82,031.80 | 220.00 | 78,465.20 | ||||
| 814-01-E | drilled shaft (48") | 150.0 | LNFT | 680.00 | 102,000.00 | 900.00 | 135,000.00 | ||||
| 814-02-E | test hole (48") | 25.0 | LNFT | 800.00 | 20,000.00 | 900.00 | 22,500.00 | ||||
| 814-04-E | crosshole sonic logging (48") | 6 | EACH | 5,000.00 | 30,000.00 | 3,700.00 | 22,200.00 | ||||
| S-001 | temporary traffic signal (solar operated) | 2 | ea | 30,000.00 | 60,000.00 | 45,000.00 | 90,000.00 | ||||
| S-002 | impact attenuator (construction zone) | 7 | ea | 20,000.00 | 140,000.00 | 20,000.00 | 140,000.00 | ||||
| CONTRACTOR TOTAL | 2,403,946.00 | 2,558,608.60 | |||||||||