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| DBE GOAL FED | |||
| Lead Project: 713-06-0121 | |||
| Parish: BEAUREGARD | |||
| Routes: | |||
| Description: MAUL RD. BRIDGE AND KING ROAD BRIDGE | |||
| Type Const:
grading, class ii base course, aggregate surface course, superpave asphaltic concrete pavement, precast concrete span bridges, and related work | |||
| Estimated Construction Cost: $365,294.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00060 | F. MILLER & SONS, LLC | $481,609.90 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $493,525.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. MILLER & SONS, LLC |
- 2 - GUINN BROTHERS, 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 | 24,600.00 | 24,600.00 | 22,000.00 | 22,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 15+00.28, 20.30' wide x 39.72' long; timber bridge) |
1 | EACH | 15,100.00 | 15,100.00 | 6,000.00 | 6,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 15+47.90, 19.10' wide x 52.25' long; timber bridge) |
1 | EACH | 22,700.00 | 22,700.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 223.4 | SQYD | 9.00 | 2,010.60 | 6.00 | 1,340.40 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 42,100.00 | 42,100.00 | 30,000.00 | 30,000.00 | ||||
| 204-02 | temporary hay or straw bales | 16 | EACH | 9.00 | 144.00 | 10.00 | 160.00 | ||||
| 204-03 | temporary slope drains | 80 | LNFT | 13.00 | 1,040.00 | 10.00 | 800.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 162.00 | 1,296.00 | 100.00 | 800.00 | ||||
| 204-06 | temporary silt fencing | 980 | LNFT | 3.00 | 2,940.00 | 3.00 | 2,940.00 | ||||
| 302-01-A | class ii base course(stone or recycled pccp) | 133.3 | CUYD | 81.00 | 10,797.30 | 125.00 | 16,662.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5 | CUYD | 95.00 | 475.00 | 125.00 | 625.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 66.0 | CUYD | 70.00 | 4,620.00 | FREE | FREE | ||||
| 502-01 | superpave asphaltic concrete | 103.9 | TON | 390.00 | 40,521.00 | 340.00 | 35,326.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 57.00 | 11,400.00 | 60.00 | 12,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 26.00 | 5,200.00 | 32.00 | 6,400.00 | ||||
| 712-04 | flexible revetment | 271 | SQYD | 58.00 | 15,718.00 | 90.00 | 24,390.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,100.00 | 30,100.00 | 25,000.00 | 25,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 71.00 | 1,136.00 | 100.00 | 1,600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 1,536 | LNFT | 47.00 | 72,192.00 | 55.00 | 84,480.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 100.00 | 200.00 | 1.00 | 2.00 | ||||
| 805-10-A | bridge superstructure & substructure (24' clear roadway;90 degree crossing; precast) |
5 | SPAN | 18,200.00 | 91,000.00 | 23,000.00 | 115,000.00 | ||||
| S-101 | concrete approach slabs(24'clear roadway;90 degree crossing)(w/out asphalt) |
4 | EACH | 8,080.00 | 32,320.00 | 8,500.00 | 34,000.00 | ||||
| CONTRACTOR TOTAL | 481,609.90 | 493,525.90 | |||||||||