| |||
| Lead Project: 077-03-0015 | |||
| Parish: ASCENSION | |||
| Routes: LA 73 | |||
| Description: LA 73 NEAR WELSH GULLY LATERAL | |||
| Type Const:
drainage structures, class ii base course, superpave asphaltic concrete pavement and related work | |||
| Estimated Construction Cost: $386,905.09 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 25088 | RCS CONTRACTORS, INC. | $349,078.30 |
| 2 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $505,398.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - RCS CONTRACTORS, INC. |
- 2 - CERES ENVIRONMENTAL SERVICES,INC. |
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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 | 4,500.00 | 4,500.00 | 45,000.00 | 45,000.00 | ||||
| 202-02-B-01 | removal of concrete box culvert (sta 10+85;5'x3'x30') | 1 | EACH | 4,000.00 | 4,000.00 | 29,000.00 | 29,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 166.2 | SQYD | 5.50 | 914.10 | 12.00 | 1,994.40 | ||||
| 202-02-01 | removal of metal pipe (sta 10+80;30" cmp x 35') | 1 | EACH | 1,000.00 | 1,000.00 | 1,800.00 | 1,800.00 | ||||
| 202-02-02 | removal of concrete pipe (sta 10+76;24" equiv. rcpa x 35') |
1 | EACH | 1,000.00 | 1,000.00 | 1,800.00 | 1,800.00 | ||||
| 203-02 | drainage excavation | 47 | CUYD | 10.00 | 470.00 | 38.00 | 1,786.00 | ||||
| 203-08 | borrow (vehicular measurement) | 423 | CUYD | 20.00 | 8,460.00 | 32.00 | 13,536.00 | ||||
| 204-02 | temporary hay or straw bales | 7 | EACH | 20.00 | 140.00 | 16.00 | 112.00 | ||||
| 204-06 | temporary silt fencing | 400 | LNFT | 1.00 | 400.00 | 4.00 | 1,600.00 | ||||
| 302-02-D-01 | class ii base course (12" thick)(stone or recycled pcc only) |
170.0 | SQYD | 57.75 | 9,817.50 | 36.00 | 6,120.00 | ||||
| 401-01 | aggregate surface course (net section) | 10.1 | CUYD | 87.00 | 878.70 | 80.00 | 808.00 | ||||
| 502-01 | superpave asphaltic concrete | 32.0 | TON | 440.00 | 14,080.00 | 285.00 | 9,120.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
4.9 | TON | 440.00 | 2,156.00 | 355.00 | 1,739.50 | ||||
| 701-05-I | side drain pipe (24" rcp) | 180 | LNFT | 64.00 | 11,520.00 | 120.00 | 21,600.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 18,500.00 | 18,500.00 | 11,000.00 | 11,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.039 | MILE | FREE | FREE | 7,100.00 | 276.90 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.039 | MILE | FREE | FREE | 5,900.00 | 230.10 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.116 | MILE | FREE | FREE | 55,400.00 | 6,426.40 | ||||
| 726-01 | bedding material | 201.1 | CUYD | 85.00 | 17,093.50 | 70.00 | 14,077.00 | ||||
| 727-01 | mobilization | lump | LUMP | 32,755.00 | 32,755.00 | 55,000.00 | 55,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 3 | EACH | 30.00 | 90.00 | 14.00 | 42.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.039 | MILE | 12,500.00 | 487.50 | 15,500.00 | 604.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.013 | MILE | 2,000.00 | 26.00 | 2,400.00 | 31.20 | ||||
| 739-01 | hydro-seeding | 0.07 | ACRE | 13,000.00 | 910.00 | 8,000.00 | 560.00 | ||||
| 740-01 | construction layout | lump | LUMP | 4,500.00 | 4,500.00 | 14,000.00 | 14,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,300.00 | 5,300.00 | 18,000.00 | 18,000.00 | ||||
| 805-12-H-01 | reinforced concrete box culverts (7'x 4')(precast only) | 234.0 | LNFT | 840.00 | 196,560.00 | 1,000.00 | 234,000.00 | ||||
| S-001 | dynamic message sign unit | 2 | EACH | 2,000.00 | 4,000.00 | 5,300.00 | 10,600.00 | ||||
| S-002 | cleaning existing ditches | 16 | LNFT | 50.00 | 800.00 | 40.00 | 640.00 | ||||
| S-003 | saw cutting asphaltic concrete pavement (6" deep) | 44 | LNFT | 5.00 | 220.00 | 46.00 | 2,024.00 | ||||
| S-004 | temporary base course (3 1/2" thick) | 170.0 | SQYD | 50.00 | 8,500.00 | 11.00 | 1,870.00 | ||||
| CONTRACTOR TOTAL | 349,078.30 | 505,398.00 | |||||||||