| |||
| Lead Project: 713-26-0105 | |||
| Parish: JEFFERSON | |||
| Routes: | |||
| Description: 26TH STREET BRIDGE OVER CANAL NO. 17 (BUTLER CANAL) | |||
| Type Const:
grading, drainage structures, steel sheet piling, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $1,335,770.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,116,881.00 |
| 2 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $1,427,288.00 |
| 3 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $1,898,949.00 |
| 4 | 00935 | FLEMING CONSTRUCTION CO., INC. | $2,047,710.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 3 - CYCLE CONSTRUCTION CO. L.L.C. |
- 4 - FLEMING CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,275.00 | 5,275.00 | 3,500.00 | 3,500.00 | 1,200.00 | 1,200.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge(sta.100+18.19;27.1'w x 57' l concrete structure on wooden piling w/sidewalk) |
1 | EACH | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 44,000.00 | 44,000.00 | 80,000.00 | 80,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 224 | SQYD | 77.00 | 17,248.00 | 95.00 | 21,280.00 | 15.00 | 3,360.00 | 80.00 | 17,920.00 |
| 203-05 | excavation and embankment | lump | LUMP | 10,000.00 | 10,000.00 | 38,000.00 | 38,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 701-03-J | storm drain pipe ( 27" cmp)(outfall) | 22 | LNFT | 640.00 | 14,080.00 | 185.00 | 4,070.00 | 200.00 | 4,400.00 | 350.00 | 7,700.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 716-01-A | mulch (vegetative) | 0.4 | TON | 600.00 | 240.00 | 650.00 | 260.00 | 500.00 | 200.00 | 1,800.00 | 720.00 |
| 717-01 | seeding | 6 | LB | 6.00 | 36.00 | 12.00 | 72.00 | 60.00 | 360.00 | 60.00 | 360.00 |
| 718-01 | fertilizer | 200 | LB | 0.25 | 50.00 | 1.25 | 250.00 | 1.00 | 200.00 | 3.00 | 600.00 |
| 727-01 | mobilization | lump | LUMP | 80,000.00 | 80,000.00 | 125,000.00 | 125,000.00 | 411,000.00 | 411,000.00 | 350,000.00 | 350,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 600.00 | 4,800.00 | 95.00 | 760.00 | 86.00 | 688.00 | 145.00 | 1,160.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 803-03 | steel sheet pile wall | 6,966 | SQFT | 65.00 | 452,790.00 | 53.00 | 369,198.00 | 60.00 | 417,960.00 | 70.00 | 487,620.00 |
| 804-01-D | precast concrete piles (18") | 2,218 | LNFT | 75.00 | 166,350.00 | 146.00 | 323,828.00 | 92.00 | 204,056.00 | 185.00 | 410,330.00 |
| 804-12 | loading permanent piles | 1 | EACH | 50,000.00 | 50,000.00 | 2,500.00 | 2,500.00 | 1,800.00 | 1,800.00 | 110,000.00 | 110,000.00 |
| 805-10-A | bridge superstructure & substructure(minimum 28'clear roadway @ 90 degree with special end bents,cast-in-place) |
3 | SPAN | 50,000.00 | 150,000.00 | 107,500.00 | 322,500.00 | 190,000.00 | 570,000.00 | 85,000.00 | 255,000.00 |
| S-001 | saw cutting concrete pavement (full depth) | 115 | lf | 8.80 | 1,012.00 | 18.00 | 2,070.00 | 15.00 | 1,725.00 | 20.00 | 2,300.00 |
| S-101 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 | 18,000.00 | 18,000.00 | 8,000.00 | 8,000.00 |
| S-102 | concrete approach slab(28' clear roadway,with tapered concrete barrier railing @ 90 degree crossing(west side) |
1 | EACH | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 90,000.00 | 90,000.00 | 104,000.00 | 104,000.00 |
| S-103 | concrete approach slab(28' clear roadway,with tapered concrete barrier railing @ 90 degree crossing(east side) |
1 | EACH | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 85,000.00 | 85,000.00 | 104,000.00 | 104,000.00 |
| crossing(east side) | |||||||||||
| CONTRACTOR TOTAL | 1,116,881.00 | 1,427,288.00 | 1,898,949.00 | 2,047,710.00 | |||||||