| |||
| DBE GOAL FED | |||
| Lead Project: 451-09-0023 | |||
| Parish: MADISON | |||
| Routes: I-20 | |||
| Description: I-20 MISSISSIPPI RIVER BRIDGE AT VICKSBURG | |||
| Type Const: bridge modifications for 24" movement and related work. | |||
| Estimated Construction Cost: $11,062,748.00 | |||
| Maximum Number of Days Allowed for Construction: 500 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 26435 | C.E.C., INC. | $13,735,666.00 | 450 | $15,085,666.00 |
| 2 | 47347 | KIEWIT LOUISIANA CO | $18,322,504.00 | 492 | $19,798,504.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C.E.C., INC. |
- 2 - KIEWIT LOUISIANA CO |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 400,000.00 | 400,000.00 | 740,000.00 | 740,000.00 | ||||
| 713-08 | temporary precast concrete barrier (department furnished) |
230 | EACH | 1,800.00 | 414,000.00 | 1,000.00 | 230,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,200,000.00 | 1,200,000.00 | 1,832,000.00 | 1,832,000.00 | ||||
| 805-01-F | class a concrete (bents) | 395.90 | CUYD | 4,500.00 | 1,781,550.00 | 7,000.00 | 2,771,300.00 | ||||
| 805-03 | class aa concrete | 9.68 | CUYD | 20,000.00 | 193,600.00 | 47,000.00 | 454,960.00 | ||||
| 806-01 | deformed reinforcing steel | 51,172 | LB | 3.00 | 153,516.00 | 2.00 | 102,344.00 | ||||
| 807-08 | structural metalwork | lump | LUMP | 8,500,000.00 | 8,500,000.00 | 7,500,000.00 | 7,500,000.00 | ||||
| 810-03 | pipe railing | 180.00 | LNFT | 350.00 | 63,000.00 | 455.00 | 81,900.00 | ||||
| S-101 | required jacking operation for adjustment of false chords at panel point 15 |
lump | LUMP | 50,000.00 | 50,000.00 | 443,000.00 | 443,000.00 | ||||
| S-102 | required jacking operation for shortening stringers between l15'-l14' |
lump | LUMP | 200,000.00 | 200,000.00 | 1,400,000.00 | 1,400,000.00 | ||||
| S-103 | required jacking operation for modification of false chords l15-l14' |
lump | LUMP | 150,000.00 | 150,000.00 | 1,100,000.00 | 1,100,000.00 | ||||
| S-104 | required jacking operation for bearing replacement at pier e2 |
lump | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||||
| S-105 | required jacking operation for bearing replacement at pier e3 |
lump | LUMP | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 | ||||
| S-106 | bearings at pier e2 | lump | LUMP | 150,000.00 | 150,000.00 | 600,000.00 | 600,000.00 | ||||
| S-107 | bearings at pier e3 | lump | LUMP | 200,000.00 | 200,000.00 | 600,000.00 | 600,000.00 | ||||
| S-108 | removal of piertop concrete at pier e1 | lump | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | ||||
| S-109 | variable message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | 35,000.00 | 70,000.00 | ||||
| S-110 | clearance gauge | lump | LUMP | 10,000.00 | 10,000.00 | 37,000.00 | 37,000.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 13,735,666.00 | 18,322,504.00 | |||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,350,000.00 | 1,476,000.00 | |||||||||
| TOTAL BID | 15,085,666.00 | 19,798,504.00 | |||||||||