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| DBE GOAL FED | |||
| Lead Project: 713-42-0128 | |||
| Parish: RICHLAND | |||
| Routes: | |||
| Description: COLLINS, LEGGINS AND SNIDER ROAD BRIDGES | |||
| Type Const:
removal of bridges, superpave asphaltic concrete pavement, slab span bridge and related work. | |||
| Estimated Construction Cost: $518,730.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $653,114.50 |
| 2 | 14788 | LOUISIANA BRIDGE, INC. | $747,305.07 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - LOUISIANA BRIDGE, 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 | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 15+00.00; 2 span,24.80' wide x 39.09' long timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 6,270.00 | 6,270.00 | ||||
| 202-02-A-02 | removal of bridge(sta. 15+00.00; 2 span,15.00' wide x 30.63' long timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | ||||
| 202-02-A-03 | removal of bridge(sta.15+00.00; 3 span,20.09' wide x 41.11' long timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | ||||
| 204-02 | temporary hay or straw bales | 72 | EACH | 12.00 | 864.00 | 1.00 | 72.00 | ||||
| 204-03 | temporary slope drains | 100 | LNFT | 12.00 | 1,200.00 | 1.00 | 100.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 150.00 | 1,800.00 | 1.00 | 12.00 | ||||
| 204-06 | temporary silt fencing | 1,322 | LNFT | 3.00 | 3,966.00 | 1.00 | 1,322.00 | ||||
| 302-01 | class ii base course | 287.3 | CUYD | 85.00 | 24,420.50 | 125.00 | 35,912.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
31 | CUYD | 90.00 | 2,790.00 | 126.00 | 3,906.00 | ||||
| 502-01 | superpave asphaltic concrete | 224.1 | TON | 200.00 | 44,820.00 | 200.00 | 44,820.00 | ||||
| 701-05-G | side drain pipe (18") | 96 | LNFT | 35.00 | 3,360.00 | 91.00 | 8,736.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 59.00 | 5,900.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 30.00 | 3,000.00 | 26.75 | 2,675.00 | ||||
| 711-01-C | riprap (30 lb,14" thick) | 239 | SQYD | 70.00 | 16,730.00 | 65.00 | 15,535.00 | ||||
| 711-04 | geotextile fabric | 239 | SQYD | 3.00 | 717.00 | 4.00 | 956.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.32 | ACRE | 1,500.00 | 480.00 | 1.00 | 0.32 | ||||
| 717-01 | seeding | 15 | LB | 30.00 | 450.00 | 1.00 | 15.00 | ||||
| 718-01 | fertilizer | 320 | LB | 1.00 | 320.00 | 1.00 | 320.00 | ||||
| 726-01 | bedding material | 236.0 | CUYD | 100.00 | 23,600.00 | 102.25 | 24,131.00 | ||||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 75,000.00 | 75,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 65.00 | 520.00 | 56.75 | 454.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 90.00 | 720.00 | 77.25 | 618.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 666 | LNFT | 80.00 | 53,280.00 | 59.00 | 39,294.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 250.00 | 250.00 | 1.00 | 1.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 43.60 | CUYD | 1,000.00 | 43,600.00 | 1,250.00 | 54,500.00 | ||||
| 805-10-A | bridge superstructure & substructure(28' clear roadway; 90 degree crossing) |
3 | SPAN | 22,000.00 | 66,000.00 | 28,000.00 | 84,000.00 | ||||
| 805-12-L | reinforced concrete box culverts (8'x 5') | 240.0 | LNFT | 750.00 | 180,000.00 | 880.00 | 211,200.00 | ||||
| 806-01 | deformed reinforcing steel | 3,909 | LB | 3.00 | 11,727.00 | 2.25 | 8,795.25 | ||||
| S-101 | concrete approach slabs(28' clear roadway; 90 degree crossing) (w/out asphalt) |
2 | EACH | 7,500.00 | 15,000.00 | 7,880.00 | 15,760.00 | ||||
| CONTRACTOR TOTAL | 653,114.50 | 747,305.07 | |||||||||