| REBID |
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| 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: $905,782.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,438,735.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR 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 | 10,000.00 | 10,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 296 | SQYD | 8.00 | 2,368.00 | ||||||
| 202-02-I | removal of existing path | 6,837 | SQYD | 8.00 | 54,696.00 | ||||||
| 203-03 | muck excavation | 49 | CUYD | 50.00 | 2,450.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 190,000.00 | 190,000.00 | ||||||
| 203-09 | geotextile fabric | 396 | SQYD | 6.00 | 2,376.00 | ||||||
| 204-06 | temporary silt fencing | 16,540 | LNFT | 1.60 | 26,464.00 | ||||||
| 302-02-A-01 | class ii base course (6" thick)(stone) | 12,852.7 | SQYD | 38.00 | 488,402.60 | ||||||
| 502-03 | superpave asphaltic concrete (2" thick) | 11,995 | SQYD | 24.00 | 287,880.00 | ||||||
| 702-04-A | adjusting manholes | 3 | EACH | 700.00 | 2,100.00 | ||||||
| 702-04-B | adjusting catch basins | 4 | EACH | 700.00 | 2,800.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 93.8 | LNFT | 65.00 | 6,097.00 | ||||||
| 704-03 | blocked out guard rail | 87.5 | LNFT | 30.00 | 2,625.00 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
12.5 | LNFT | 100.00 | 1,250.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,500.00 | 5,000.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 827.5 | SQYD | 57.00 | 47,167.50 | ||||||
| 711-02-D | riprap (55 lb) | 11 | CUYD | 150.00 | 1,650.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 723-01 | granular material (net section) | 49 | CUYD | 50.00 | 2,450.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 27,000.00 | 27,000.00 | ||||||
| 729-01 | sign (type a) | 147.5 | SQFT | 20.00 | 2,950.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 110.00 | 440.00 | ||||||
| 729-21 | u-channel post | 44 | EACH | 90.00 | 3,960.00 | ||||||
| 732-02-B | plastic pavement striping (solid line) (6" width) (white) |
2.643 | MILE | 3,000.00 | 7,929.00 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) (white) |
0.076 | MILE | 5,000.00 | 380.00 | ||||||
| 732-02-D | plastic pavement striping (solid line) (12" width) (white) |
0.009 | MILE | 6,000.00 | 54.00 | ||||||
| 732-03-B-04 | plastic pavement striping (broken line)(6" width) (white) |
0.038 | MILE | 3,000.00 | 114.00 | ||||||
| 732-03-B-05 | plastic pavement striping (broken line)(6" width) (yellow) |
0.284 | MILE | 3,000.00 | 852.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 30 | EACH | 200.00 | 6,000.00 | ||||||
| 732-04-F | plastic pavement legends & symbols (bicycle) | 42 | EACH | 200.00 | 8,400.00 | ||||||
| 732-04-G | plastic pavement legends & symbols (pedestrian) | 12 | EACH | 200.00 | 2,400.00 | ||||||
| 732-04-H | plastic pavement legends & symbols ("xing") | 14 | EACH | 200.00 | 2,800.00 | ||||||
| 732-04-I | plastic pavement legends & symbols ("road") | 7 | EACH | 200.00 | 1,400.00 | ||||||
| 732-04-K | plastic pavement legends & symbols ("stop") | 2 | EACH | 200.00 | 400.00 | ||||||
| 739-01 | hydro-seeding | 0.71 | ACRE | 2,000.00 | 1,420.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 741-11 | adjusting water valve and meter box | 2 | EACH | 500.00 | 1,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| S-001 | railing type 1 (at golf course) | 756 | LNFT | 30.00 | 22,680.00 | ||||||
| S-003 | trench drain | 97 | LNFT | 240.00 | 23,280.00 | ||||||
| S-004 | adjust gas valve | 2 | EACH | 500.00 | 1,000.00 | ||||||
| S-005 | stone | 100 | CUYD | 75.00 | 7,500.00 | ||||||
| S-006 | extend existing box culvert and headwall | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| CONTRACTOR TOTAL | 1,438,735.10 | ||||||||||