| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 713-35-0113 | |||
| Parish: NATCHITOCHES | |||
| Routes: | |||
| Description: BELLWOOD CHURCH BRIDGE | |||
| Type Const:
grading, class ii base course, superpave asphaltic conc pavement, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $251,010.95 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $374,893.60 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $395,068.16 |
| 3 | 00060 | F. MILLER CONSTRUCTION LLC | $396,285.08 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - F. MILLER CONSTRUCTION LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 3+000-6.18m x 11.89m timber bridge with conc. deck & wingwalls) |
1 | ea | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | ||
| 203-06 | excavation & embankment | lump | lump | 25,000.00 | 25,000.00 | 19,000.00 | 19,000.00 | 6,800.00 | 6,800.00 | ||
| 204-02 | temporary hay or straw bales | 90 | ea | 0.00 | 0.00 | 10.00 | 900.00 | 38.00 | 3,420.00 | ||
| 204-03 | temporary slope drains | 20 | ln m | 0.00 | 0.00 | 30.00 | 600.00 | 114.00 | 2,280.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 0.00 | 0.00 | 125.00 | 500.00 | 132.00 | 528.00 | ||
| 204-06 | temporary silt fencing | 25 | ln m | 0.00 | 0.00 | 10.00 | 250.00 | 60.00 | 1,500.00 | ||
| 302-01 | class ii base course | 149.2 | cu m | 110.00 | 16,412.00 | 110.00 | 16,412.00 | 53.00 | 7,907.60 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
12 | cu m | 100.00 | 1,200.00 | 120.00 | 1,440.00 | 228.00 | 2,736.00 | ||
| 502-01 | superpave asphaltic concrete | 136.4 | Mg | 275.00 | 37,510.00 | 225.00 | 30,690.00 | 391.00 | 53,332.40 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 195.00 | 5,943.60 | 200.00 | 6,096.00 | 257.00 | 7,833.36 | ||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 100.00 | 3,048.00 | 100.00 | 3,048.00 | 129.00 | 3,931.92 | ||
| 711-01-C | riprap (15 kg, 360mm) | 255 | sq m | 75.00 | 19,125.00 | 85.00 | 21,675.00 | 95.00 | 24,225.00 | ||
| 711-04 | geotextile fabric | 255 | sq m | 5.00 | 1,275.00 | 4.50 | 1,147.50 | 4.00 | 1,020.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 17,482.00 | 17,482.00 | ||
| 716-01-A | mulch (vegetative) | 0.2 | hctr | 10,000.00 | 2,000.00 | 6,000.00 | 1,200.00 | 6,400.00 | 1,280.00 | ||
| 717-01 | seeding | 7 | kg | 25.00 | 175.00 | 60.00 | 420.00 | 64.00 | 448.00 | ||
| 718-01 | fertilizer | 168 | kg | 5.00 | 840.00 | 5.00 | 840.00 | 20.00 | 3,360.00 | ||
| 725-04 | low profile runaround | 1 | ea | 25,000.00 | 25,000.00 | 41,000.00 | 41,000.00 | 33,000.00 | 33,000.00 | ||
| 727-01 | mobilization | lump | lump | 36,000.00 | 36,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 100.00 | 800.00 | 90.00 | 720.00 | 140.00 | 1,120.00 | ||
| 740-01 | construction layout | lump | lump | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 | ||
| 744-01 | traffic control management | lump | lump | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | 26,000.00 | 26,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 244.8 | ln m | 180.00 | 44,064.00 | 272.18 | 66,629.66 | 196.00 | 47,980.80 | ||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 500.00 | 500.00 | 100.00 | 100.00 | ||
| 805-10-A | bridge superstructure & substructure (7.3m clr rdwy; 90 degree crossing) |
3 | span | 26,000.00 | 78,000.00 | 23,000.00 | 69,000.00 | 29,000.00 | 87,000.00 | ||
| S-101 | concrete approach slabs(7.3 m clear roadway;90 degree crossing) |
2 | ea | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 | ||
| CONTRACTOR TOTAL | 374,893.60 | 395,068.16 | 396,285.08 | ||||||||