| REBID |
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| DBE GOAL FED | |||
| Lead Project: 280-01-0010 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 36, LA 59 | |||
| Description: LA 36 @ LA 59 IN ABITA SPRINGS | |||
| Type Const:
grading, drainage structures, class ii bc, cold planing asph pvmt, superpave acp, pccp, pavement widening, permanent signing and related work. | |||
| Estimated Construction Cost: $768,145.79 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $872,220.20 |
| 2 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $879,760.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - CYCLE CONSTRUCTION CO. 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 | 5,000.00 | 5,000.00 | 3,800.00 | 3,800.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | 35,000.00 | 35,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 417 | SQYD | 10.00 | 4,170.00 | 10.00 | 4,170.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 606.3 | SQYD | 10.00 | 6,063.00 | 10.00 | 6,063.00 | ||||
| 202-02-I | removal of existing traffic signal | 1 | EACH | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | ||||
| 202-02-J | removal of wood frame building with awning (rt of sta 1102+50; 1065 sq ft on concrete slab) |
1 | EACH | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 | ||||
| 203-08 | borrow (vehicular measurement) | 150 | CUYD | 25.00 | 3,750.00 | 17.00 | 2,550.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 3 | EACH | 50.00 | 150.00 | 140.00 | 420.00 | ||||
| 204-06 | temporary silt fencing | 300 | LNFT | 2.50 | 750.00 | 3.25 | 975.00 | ||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
1,285.5 | SQYD | 35.00 | 44,992.50 | 27.00 | 34,708.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 50.00 | 5,000.00 | 60.00 | 6,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 1,612.1 | TON | 85.00 | 137,028.50 | 98.00 | 157,985.80 | ||||
| 509-01 | cold planing asphaltic pavement | 2,910 | SQYD | 4.00 | 11,640.00 | 5.00 | 14,550.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 60 | CUYD | 10.00 | - 600.00 | 10.00 | - 600.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 22 | LNFT | 180.00 | 3,960.00 | 275.00 | 6,050.00 | ||||
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 60 | LNFT | 200.00 | 12,000.00 | 220.00 | 13,200.00 | ||||
| 701-05-F | side drain pipe (15") | 68 | LNFT | 180.00 | 12,240.00 | 200.00 | 13,600.00 | ||||
| 701-07-A | yard drain pipe (4") | 80 | LNFT | 60.00 | 4,800.00 | 40.00 | 3,200.00 | ||||
| 701-15 | concrete collar | 2 | EACH | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 | ||||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 5,000.00 | 5,000.00 | 3,700.00 | 3,700.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 5,500.00 | 11,000.00 | 3,100.00 | 6,200.00 | ||||
| 702-04-B | adjusting catch basins | 1 | EACH | 750.00 | 750.00 | 600.00 | 600.00 | ||||
| 706-01-A | concrete walk (4" thick) | 276.7 | SQYD | 70.00 | 19,369.00 | 55.00 | 15,218.50 | ||||
| 706-02-C | concrete drive (6" thick) | 224.7 | SQYD | 75.00 | 16,852.50 | 67.00 | 15,054.90 | ||||
| 707-01 | concrete curb | 850.1 | LNFT | 32.00 | 27,203.20 | 30.00 | 25,503.00 | ||||
| 708-01 | right-of-way monument | 5 | EACH | 1,200.00 | 6,000.00 | 160.00 | 800.00 | ||||
| 708-02 | right-of-way monument witness post | 5 | EACH | 220.00 | 1,100.00 | 160.00 | 800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 125,000.00 | 125,000.00 | 28,000.00 | 28,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.077 | MILE | 400.00 | 30.80 | 11,000.00 | 847.00 | ||||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.025 | MILE | 3,000.00 | 75.00 | 27,000.00 | 675.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 3.550 | MILE | 800.00 | 2,840.00 | 950.00 | 3,372.50 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
1.775 | MILE | 10,000.00 | 17,750.00 | 18,000.00 | 31,950.00 | ||||
| 713-05-C-01 | temporary pavement markings (solid line)(8" width) (type i removable) |
0.025 | MILE | 30,000.00 | 750.00 | 45,000.00 | 1,125.00 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 26 | EACH | 50.00 | 1,300.00 | 57.00 | 1,482.00 | ||||
| 715-01 | topsoil | 370 | CUYD | 30.00 | 11,100.00 | 23.00 | 8,510.00 | ||||
| 724-02-A | pavement widening (6" thick) | 281.5 | SQYD | 50.00 | 14,075.00 | 51.00 | 14,356.50 | ||||
| 724-02-B | pavement widening (10" thick) | 1,285.5 | SQYD | 55.00 | 70,702.50 | 57.00 | 73,273.50 | ||||
| 725-02 | temporary detour roads | 930.3 | SQYD | 50.00 | 46,515.00 | 43.00 | 40,002.90 | ||||
| 726-01 | bedding material | 21.4 | CUYD | 100.00 | 2,140.00 | 67.00 | 1,433.80 | ||||
| 727-01 | mobilization | lump | LUMP | 85,000.00 | 85,000.00 | 145,000.00 | 145,000.00 | ||||
| 729-01 | sign (type a) | 116.0 | SQFT | 20.00 | 2,320.00 | 23.00 | 2,668.00 | ||||
| 729-21 | u-channel post | 30 | EACH | 85.00 | 2,550.00 | 98.00 | 2,940.00 | ||||
| 731-02 | reflectorized raised pavement markers | 10 | EACH | 7.00 | 70.00 | 7.00 | 70.00 | ||||
| 732-01-A | plastic pavement striping (broken line)(4" width) | 128 | LNFT | 0.65 | 83.20 | 0.65 | 83.20 | ||||
| 732-01-C | plastic pavement striping (8" width) | 60 | LNFT | 1.25 | 75.00 | 1.30 | 78.00 | ||||
| 732-01-D | plastic pavement striping (12" width) | 550 | LNFT | 2.00 | 1,100.00 | 2.00 | 1,100.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.750 | MILE | 3,000.00 | 2,250.00 | 3,000.00 | 2,250.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 200.00 | 800.00 | 175.00 | 700.00 | ||||
| 739-01 | hydro-seeding | 0.50 | ACRE | 2,000.00 | 1,000.00 | 2,300.00 | 1,150.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | ||||
| S-001 | metal bollards | 55 | EACH | 500.00 | 27,500.00 | 500.00 | 27,500.00 | ||||
| S-002 | incidental concrete paving (11.5" average thickness with special concrete applications) |
478.0 | SQYD | 150.00 | 71,700.00 | 153.00 | 73,134.00 | ||||
| S-003 | saw cutting of portland cement concrete pavement and/or asphaltic concrete pavement (full depth) |
135 | LNFT | 15.00 | 2,025.00 | 16.00 | 2,160.00 | ||||
| S-004 | detectable warning tiles | 150 | LNFT | 35.00 | 5,250.00 | 69.00 | 10,350.00 | ||||
| CONTRACTOR TOTAL | 872,220.20 | 879,760.10 | |||||||||