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| DBE GOAL FED | |||
| Lead Project: 450-17-0028 | |||
| Parish: ORLEANS, ST TAMMANY | |||
| Routes: I-10 | |||
| Description: I-10 BRIDGE OVER LAKE PONTCHARTRAIN | |||
| Type Const:
construction layout, signs, treated timber piles,alt a-1 pre cast prestressed concrete girders(bt-78)alt a-2 segmentalbox c-i-p substructure alt a3 segmental box precast substructure | |||
| Estimated Construction Cost: $174,512,285.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01029 | TRAYLOR/KIEWITSOUTH/MASSMAN JT VENT | $166,698,939.00 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $183,838,734.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - TRAYLOR/KIEWITSOUTH/MASSMAN JT VENT |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 727-01 | mobilization | lump | LUMP | 25,000,000.00 | 25,000,000.00 | 27,500,000.00 | 27,500,000.00 | ||||
| 729-05 | sign (type e) | 20.0 | SQFT | 28.00 | 560.00 | 30.00 | 600.00 | ||||
| 729-06 | sign (overhead mounted) | 120.0 | SQFT | 28.00 | 3,360.00 | 30.00 | 3,600.00 | ||||
| 729-10 | mounting (overhead truss)(structure mounted) | 1 | EACH | 75,000.00 | 75,000.00 | 80,000.00 | 80,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 1,750,000.00 | 1,750,000.00 | 1,500,000.00 | 1,500,000.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 325,000.00 | 325,000.00 | 490,000.00 | 490,000.00 | ||||
| 804-13-H | precast concrete indicator pile (36") | 1 | EACH | 100,000.00 | 100,000.00 | 105,000.00 | 105,000.00 | ||||
| 804-17 | dynamic monitoring | 42 | EACH | 4,000.00 | 168,000.00 | 9,900.00 | 415,800.00 | ||||
| S-103 | clearance gauge | lump | LUMP | 60,000.00 | 60,000.00 | 20,000.00 | 20,000.00 | ||||
| S-118 | bucket dredging | 15,000.0 | CUYD | 10.00 | 150,000.00 | 25.00 | 375,000.00 | ||||
| S-119 | loading permanent pile (statnamic) | 1 | EACH | 165,000.00 | 165,000.00 | 200,000.00 | 200,000.00 | ||||
| S-120 | temporary navigational lighting | lump | LUMP | 180,000.00 | 180,000.00 | 175,000.00 | 175,000.00 | ||||
| S-132 | closed circuit television/radar vehicle detector(rvd) support |
2 | EACH | 16,000.00 | 32,000.00 | 15,000.00 | 30,000.00 | ||||
| SUBTOTAL GENERAL | 28,008,920.00 | 30,895,000.00 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | prestressed and steel girder | ||||||||||
| 804-01-H | precast concrete piles (36") | 128,678 | LNFT | 260.00 | 33,456,280.00 | 232.00 | 29,853,296.00 | ||||
| 805-02-D | class a(m) concrete (footings)(hpc) | 14,142.04 | CUYD | 1,500.00 | 21,213,060.00 | 2,000.00 | 28,284,080.00 | ||||
| 805-02-E | class a(m) concrete (piers)(hpc) | 12,263.08 | CUYD | 1,500.00 | 18,394,620.00 | 2,000.00 | 24,526,160.00 | ||||
| 805-02-F | class a(m) concrete (bents)(hpc) | 2,398.62 | CUYD | 2,200.00 | 5,276,964.00 | 2,300.00 | 5,516,826.00 | ||||
| 805-02-I | class a(m) concrete (pile fill) | 336.24 | CUYD | 2,500.00 | 840,600.00 | 2,000.00 | 672,480.00 | ||||
| 805-04 | class aa(m) concrete (hpc) | 24,899.92 | CUYD | 950.00 | 23,654,924.00 | 1,000.00 | 24,899,920.00 | ||||
| 805-08-I | precast-prestressed concrete girders (type bt-78)(hpc) | 61,348.0 | LNFT | 230.00 | 14,110,040.00 | 275.00 | 16,870,700.00 | ||||
| 806-01 | deformed reinforcing steel | 9,768,790 | LB | 0.90 | 8,791,911.00 | 0.80 | 7,815,032.00 | ||||
| 807-06 | structural metalwork | lump | LUMP | 6,343,000.00 | 6,343,000.00 | 8,500,000.00 | 8,500,000.00 | ||||
| 810-01 | concrete railing (barrier) | 192.00 | LNFT | 160.00 | 30,720.00 | 50.00 | 9,600.00 | ||||
| 810-04 | steel and concrete railing | 22,928.00 | LNFT | 150.00 | 3,439,200.00 | 130.00 | 2,980,640.00 | ||||
| S-102 | pier access ladder and landing | 4 | each | 75,000.00 | 300,000.00 | 30,000.00 | 120,000.00 | ||||
| S-104 | finger joints | 1,077.0 | LNFT | 1,300.00 | 1,400,100.00 | 1,000.00 | 1,077,000.00 | ||||
| S-105 | deck draingage system | lump | lump | 75,000.00 | 75,000.00 | 150,000.00 | 150,000.00 | ||||
| S-117 | bent armoring system | lump | lump | 400,000.00 | 400,000.00 | 300,000.00 | 300,000.00 | ||||
| S-121 | elastomeric bearing pads (bt-78) | 912 | EACH | 500.00 | 456,000.00 | 500.00 | 456,000.00 | ||||
| S-123 | channel guide fender | lump | lump | 450,000.00 | 450,000.00 | 864,000.00 | 864,000.00 | ||||
| S-124 | elastomeric bearing pads (steel girders) | 48 | EACH | 1,200.00 | 57,600.00 | 1,000.00 | 48,000.00 | ||||
| SUBTOTAL ALT A1 | 138,690,019.00 | 152,943,734.00 | |||||||||
| ALTERNATE A2 | segmental box w/cast-in-place substructure | ||||||||||
| 730-09-A | electrical system (maintenance eletrical) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 804-01-H | precast concrete piles (36") | 107,212 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-D | class a(m) concrete (footings)(hpc) | 25,835.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-F | class a(m) concrete (bents)(hpc) | 16,809.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-I | class a(m) concrete (pipe fill) | 39.84 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-04 | class aa(m) concrete (hpc) | 36.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01 | deformed reinforcing steel | 15,549,220 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06 | structural metalwork | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-04 | steel and concrete railing | 22,960.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-104 | finger joints | 1,200.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-106 | class p(m)(hpc) concrete (precast segmental superstructure) |
46,753.0 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-107 | elastomeric bearing pads (type i) | 40 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-108 | elastomeric bearing pads (type ii) | 64 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-109 | elastomeric bearing pads (type iii) | 72 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-110 | elastomeric bearing pads (type iii) post-tensioning steel strand (superstructure-longitudinal) |
2,136,900 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111 | post-tensioning steel strand (superstructure transverse) |
1,073,079 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-112 | post-tensioning steel bars (superstructure) | 170,655 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-114 | elastomeric bearing pads (type iv) | 8 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-117 | bent armoring system | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-123 | channel guide fender | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-126 | material and installation of electrical conduits | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE A3 | segmental box w/precast substructure | ||||||||||
| 730-09-A | electrical system (maintenance eletrical) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 804-01-H | precast concrete piles (36") | 107,436 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-D | class a(m) concrete (footings)(hpc) | 24,419.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-F | class a(m) concrete (bents)(hpc) | 4,248.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-I | class a(m) concrete (pipe fill) | 39.84 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-04 | class aa(m) concrete (hpc) | 36.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01 | deformed reinforcing steel | 16,017,444 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06 | sturctural metalwork | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-04 | steele and concrete railing | 22,960.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-104 | finger joints | 1,200.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-106 | class p(m)(hpc) concrete (precast segmental superstructure) |
46,753.0 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-107 | elastomeric bearing pads (type i) | 40 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-108 | elastomeric bearing pads (type ii) | 64 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-109 | elastomeric bearing pads (type iii) | 72 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-110 | post-tensioning steel strand (superstructure longitudinal) |
2,136,900 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111 | post-tensioning steel strand (superstructure transverse) |
1,073,079 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-112 | post-tensioning steel bars (superstructure) | 170,655 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-113 | class p(m)(hpc) concrete (piers) | 8,464.0 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-114 | elastomeric bearing pads (type iv) | 8 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-115 | post-tensioning steel strand (substructure) | 342,344 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-116 | post-tensioning steel bars (substructure) | 66,084 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-117 | bent armoring system | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-123 | channel guide fender | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-126 | material and installation of electrical conduits | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| CONTRACTOR TOTAL | 166,698,939.00 | 183,838,734.00 | |||||||||