| |||
| DBE GOAL FED | |||
| Lead Project: 713-53-0109 | |||
| Parish: TANGIPAHOA | |||
| Routes: | |||
| Description: CITY OF HAMMOND,E.CHURCH ST. BRIDGE OVER PONCHATULA CREEK | |||
| Type Const:
grading, drainage structures, superpave asphaltic concrete overlay, pavement widening, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $525,679.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $671,490.00 |
| 2 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $722,609.85 |
| 3 | 00755 | L & A CONTRACTING CO. | $2,487,358.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - CERES ENVIRONMENTAL SERVICES,INC. |
- 3 - L & A CONTRACTING CO. |
|
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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 | 30,000.00 | 30,000.00 | 16,250.00 | 16,250.00 | 100,000.00 | 100,000.00 | ||
| 202-02-A-01 | removal of bridge(sta.105+00,22.40' wide x 57.21'long timber bridge) |
1 | EACH | 20,000.00 | 20,000.00 | 13,125.00 | 13,125.00 | 150,000.00 | 150,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 145.8 | SQYD | 25.00 | 3,645.00 | 3.13 | 456.35 | 65.00 | 9,477.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 28,500.00 | 28,500.00 | 10,400.00 | 10,400.00 | 185,000.00 | 185,000.00 | ||
| 204-02 | temporary hay or straw bales | 6 | EACH | 100.00 | 600.00 | 7.50 | 45.00 | 285.00 | 1,710.00 | ||
| 204-03 | temporary slope drains | 160 | LNFT | 10.00 | 1,600.00 | 37.50 | 6,000.00 | 168.00 | 26,880.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 100.00 | 400.00 | 250.00 | 1,000.00 | 265.00 | 1,060.00 | ||
| 204-06 | temporary silt fencing | 325 | LNFT | 5.00 | 1,625.00 | 4.38 | 1,423.50 | 9.75 | 3,168.75 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | CUYD | 125.00 | 500.00 | 87.50 | 350.00 | 420.00 | 1,680.00 | ||
| 502-01 | superpave asphaltic concrete | 118.7 | TON | 350.00 | 41,545.00 | 287.50 | 34,126.25 | 310.00 | 36,797.00 | ||
| 510-02 | pavement widening | 166.2 | SQYD | 210.00 | 34,902.00 | 175.00 | 29,085.00 | 155.00 | 25,761.00 | ||
| 701-05-G-01 | side drain pipe (18")(erosion) | 156 | LNFT | 60.00 | 9,360.00 | 18.75 | 2,925.00 | 125.00 | 19,500.00 | ||
| 701-05-K-01 | side drain pipe (30")(erosion) | 140 | LNFT | 95.00 | 13,300.00 | 31.25 | 4,375.00 | 252.00 | 35,280.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 75.00 | 5,625.00 | 78.75 | 5,906.25 | 125.00 | 9,375.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 50.00 | 3,750.00 | 70.00 | 5,250.00 | 180.00 | 13,500.00 | ||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 5,000.00 | 5,000.00 | 2,625.00 | 2,625.00 | 6,000.00 | 6,000.00 | ||
| 705-08-A | 20-foot double gates for chain link fence (4-foot height) |
2 | DBGT | 750.00 | 1,500.00 | 1,562.50 | 3,125.00 | 3,500.00 | 7,000.00 | ||
| 712-03 | stone revetment | 424 | SQYD | 85.00 | 36,040.00 | 55.00 | 23,320.00 | 155.00 | 65,720.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 9,462.50 | 9,462.50 | 75,000.00 | 75,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.3 | TON | 10,000.00 | 3,000.00 | 5,000.00 | 1,500.00 | 7,500.00 | 2,250.00 | ||
| 717-01 | seeding | 7 | LB | 50.00 | 350.00 | 37.50 | 262.50 | 150.00 | 1,050.00 | ||
| 718-01 | fertilizer | 147 | LB | 4.00 | 588.00 | 5.00 | 735.00 | 50.00 | 7,350.00 | ||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 185,375.00 | 185,375.00 | 500,000.00 | 500,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 125.00 | 875.00 | 93.75 | 656.25 | 200.00 | 1,400.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 175,000.00 | 175,000.00 | ||
| 804-01-C | precast concrete piles (16") | 1,416 | LNFT | 74.00 | 104,784.00 | 98.75 | 139,830.00 | 150.00 | 212,400.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1.25 | 1.25 | 10,000.00 | 10,000.00 | ||
| 805-10-A | bridge superstructure & substructure (28'clear roadway; 60 degree crossing) (cast-in-place bents) |
5 | SPAN | 35,000.00 | 175,000.00 | 32,500.00 | 162,500.00 | 120,000.00 | 600,000.00 | ||
| S-001 | vibration monitoring | lump | LUMP | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | ||
| S-101 | concrete approach slabs( 28'clear roadway;60 degree crossing)(w/o asphalt) |
2 | EACH | 14,500.00 | 29,000.00 | 12,500.00 | 25,000.00 | 95,000.00 | 190,000.00 | ||
| CONTRACTOR TOTAL | 671,490.00 | 722,609.85 | 2,487,358.75 | ||||||||