| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 744-17-0015 | |||
| Parish: E BATON ROUGE | |||
| Routes: | |||
| Description: BICYCLE/PEDESTRIAN PATH IMPROVEMENTS - DALRYMPLE DRIVE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete bike path and related work. | |||
| Estimated Construction Cost: $414,317.27 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 43238 | ON GRADE CONSTRUCTION | $420,868.44 |
| 35436 | GULF STATES CONSTRUCTORS, L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - ON GRADE CONSTRUCTION |
GULF STATES CONSTRUCTORS, L.L.C. |
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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 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 10,800.00 | 10,800.00 | ||||
| 202-02-I | removal of existing path | 2,116 | SQYD | 4.50 | 9,522.00 | 9.60 | 20,313.60 | ||||
| 202-02-K | removal of existing rail | 663 | SQYD | 3.75 | 2,486.25 | 10.80 | 7,160.40 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 12,500.00 | 12,500.00 | 30,000.00 | 30,000.00 | ||||
| 203-08 | geotextile fabric | 132 | SQYD | 2.25 | 297.00 | 3.60 | 475.20 | ||||
| 204-06 | temporary silt fencing | 5,513 | LNFT | 1.65 | 9,096.45 | 1.80 | 9,923.40 | ||||
| 302-02-A-01 | class ii base course (6" thick)(stone) | 4,188.2 | SQYD | 30.00 | 125,646.00 | 31.20 | 130,671.84 | ||||
| 502-03 | superpave asphaltic concrete (2" thick) | 3,865 | SQYD | 26.00 | 100,490.00 | 40.80 | 157,692.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 56.3 | LNFT | 65.00 | 3,659.50 | 72.00 | 4,053.60 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 26.45 | 166.64 | 108.00 | 680.40 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,600.00 | 2,600.00 | 3,000.00 | 3,000.00 | ||||
| 706-01-A | concrete walk (4" thick) | 420.2 | SQYD | 28.00 | 11,765.60 | 66.00 | 27,733.20 | ||||
| 711-02-D | riprap (55 lb) | 1 | CUYD | 425.00 | 425.00 | 78.00 | 78.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 3,600.00 | 3,600.00 | ||||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 93,966.00 | 93,966.00 | ||||
| 729-01 | sign (type a) | 64.8 | SQFT | 18.00 | 1,166.40 | 24.00 | 1,555.20 | ||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 92.00 | 184.00 | 90.00 | 180.00 | ||||
| 729-21 | u-channel post | 19 | EACH | 80.50 | 1,529.50 | 96.00 | 1,824.00 | ||||
| 732-02-B | plastic pavement striping (solid line) (6" width) (white) |
0.664 | MILE | 6,000.00 | 3,984.00 | 9,120.00 | 6,055.68 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) (white) |
0.064 | MILE | 9,315.00 | 596.16 | 9,720.00 | 622.08 | ||||
| 732-02-D | plastic pavement striping (solid line) (12" width) (white) |
0.004 | MILE | 28,485.00 | 113.94 | 30,000.00 | 120.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 12 | EACH | 205.00 | 2,460.00 | 210.00 | 2,520.00 | ||||
| 732-04-F | plastic pavement legends & symbols (bicycle) | 16 | EACH | 288.00 | 4,608.00 | 300.00 | 4,800.00 | ||||
| 732-04-G | plastic pavement legends & symbols (pedestrian) | 6 | EACH | 288.00 | 1,728.00 | 300.00 | 1,800.00 | ||||
| 732-04-H | plastic pavement legends & symbols ("xing") | 6 | EACH | 288.00 | 1,728.00 | 300.00 | 1,800.00 | ||||
| 732-04-I | plastic pavement legends & symbols ("road") | 3 | EACH | 288.00 | 864.00 | 300.00 | 900.00 | ||||
| 732-04-K | plastic pavement legends & symbols ("stop") | 4 | EACH | 288.00 | 1,152.00 | 300.00 | 1,200.00 | ||||
| 739-01 | hydro-seeding | 2.00 | ACRE | 1,500.00 | 3,000.00 | 1,560.00 | 3,120.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 28,800.00 | 28,800.00 | ||||
| S-001 | railing type 1 (at golf course) | 663 | LNFT | 25.00 | 16,575.00 | 66.00 | 43,758.00 | ||||
| S-003 | trench drain | 54 | LNFT | 225.00 | 12,150.00 | 204.00 | 11,016.00 | ||||
| S-004 | adjust gas valve | 3 | EACH | 250.00 | 750.00 | 660.00 | 1,980.00 | ||||
| S-005 | stone | 25 | CUYD | 125.00 | 3,125.00 | 108.00 | 2,700.00 | ||||
| S-006 | extend existing box culvert and headwall | lump | LUMP | 15,000.00 | 15,000.00 | 66,000.00 | 66,000.00 | ||||
| CONTRACTOR TOTAL | 420,868.44 | IRREGULAR | |||||||||