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| Lead Project: 454-04-0064 | |||
| Parish: ST TAMMANY | |||
| Routes: I-12 | |||
| Description: I-12 EB - I-59 NB RAMP IMPROVEMENT | |||
| Type Const:
pavement rehabilitation,pavement patching,class ii bc, portland cement concrete pavement,superpave asph concrete ovly,superpave asph concrete pvmt(shoulders),and rel work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $669,669.55 |
| 02179 | BOH BROS. CONSTRUCTION CO., LLC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
BOH BROS. CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-C | removal of portland cement concrete pavement | 905 | SQYD | 10.00 | 9,050.00 | 10.00 | 9,050.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 1,346.2 | SQYD | 10.00 | 13,462.00 | 6.00 | 8,077.20 | ||||
| 202-02-I | removal of underdrain system | 182 | LNFT | 4.00 | 728.00 | 8.00 | 1,456.00 | ||||
| 202-02-J | removal of incidental pavement | 3 | SQYD | 10.00 | 30.00 | 100.00 | 300.00 | ||||
| 203-08 | borrow (vehicular measurement) | 700 | CUYD | 18.00 | 12,600.00 | 20.00 | 14,000.00 | ||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 12.00 | 120.00 | 20.00 | 200.00 | ||||
| 204-06 | temporary silt fencing | 1,050 | LNFT | 1.50 | 1,575.00 | 2.00 | 2,100.00 | ||||
| 502-01 | superpave asphaltic concrete | 1,026.1 | TON | 90.00 | 92,349.00 | 65.00 | 66,696.50 | ||||
| 601-01-I-T | portland cement concrete pavement (9" - 14 1/2" thick) | 992.0 | SQYD | 60.00 | 59,520.00 | 100.00 | 99,200.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
130 | LNFT | 1.70 | 221.00 | 6.00 | 780.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
430 | LNFT | 1.70 | 731.00 | 6.00 | 2,580.00 | ||||
| 602-03 | cleaning and sealing random cracks | 50 | LNFT | 2.70 | 135.00 | 9.00 | 450.00 | ||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9 in thk) (16.0 sq yds & under) |
10.7 | SQYD | 150.00 | 1,605.00 | 400.00 | 4,280.00 | ||||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10 in thk) (16.1-48.0 sq yds) |
21.3 | SQYD | 140.00 | 2,982.00 | 450.00 | 9,585.00 | ||||
| 602-10 | longitudinal shoulder joints | 780 | LNFT | 1.40 | 1,092.00 | 5.00 | 3,900.00 | ||||
| 602-12 | undersealing pavement | 33.2 | TON | 500.00 | 16,600.00 | 90.00 | 2,988.00 | ||||
| 602-13 | slabjacking pavement | 16.0 | TON | 1,100.00 | 17,600.00 | 1,400.00 | 22,400.00 | ||||
| 602-14 | holes | 132 | EACH | 220.00 | 29,040.00 | 65.00 | 8,580.00 | ||||
| 602-16 | cross-stitching random longitudinal cracks | 240 | LNFT | 24.00 | 5,760.00 | 20.00 | 4,800.00 | ||||
| 602-17 | dowel bar retrofit | 108 | EACH | 150.00 | 16,200.00 | 50.00 | 5,400.00 | ||||
| 703-01 | shoulder underdrain systems | 182 | LNFT | 7.00 | 1,274.00 | 25.00 | 4,550.00 | ||||
| 703-02 | shoulder outlet underdrains | 2 | EACH | 700.00 | 1,400.00 | 2,000.00 | 4,000.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 3 | SQYD | 50.00 | 150.00 | 300.00 | 900.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 840 | LNFT | 0.50 | 420.00 | 1.10 | 924.00 | ||||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.371 | MILE | 2,000.00 | 742.00 | 6,000.00 | 2,226.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.697 | MILE | 800.00 | 557.60 | 6,000.00 | 4,182.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
1.956 | MILE | 16,000.00 | 31,296.00 | 10,000.00 | 19,560.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
70 | EACH | 350.00 | 24,500.00 | 350.00 | 24,500.00 | ||||
| 716-01-A | mulch (vegetative) | 1.83 | ACRE | 800.00 | 1,464.00 | 800.00 | 1,464.00 | ||||
| 717-01 | seeding | 55 | LB | 20.00 | 1,100.00 | 20.00 | 1,100.00 | ||||
| 718-01 | fertilizer | 1,377 | LB | 0.65 | 895.05 | 0.60 | 826.20 | ||||
| 725-02 | temporary detour roads | 2,244.2 | SQYD | 42.00 | 94,256.40 | 60.00 | 134,652.00 | ||||
| 727-01 | mobilization | lump | LUMP | 60,000.00 | 60,000.00 | 56,000.00 | 56,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 342 | EACH | 6.00 | 2,052.00 | 6.00 | 2,052.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 836 | LNFT | 1.50 | 1,254.00 | 1.50 | 1,254.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 346 | LNFT | 4.50 | 1,557.00 | 4.50 | 1,557.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.935 | MILE | 2,000.00 | 3,870.00 | 2,000.00 | 3,870.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type) |
1.655 | MILE | 4,500.00 | 7,447.50 | 5,000.00 | 8,275.00 | ||||
| 740-01 | construction layout | lump | LUMP | 11,500.00 | 11,500.00 | 7,500.00 | 7,500.00 | ||||
| 805-06 | class r concrete | 15.08 | CUYD | 250.00 | 3,770.00 | 700.00 | 10,556.00 | ||||
| S-001 | impact attenuators (construction zone) | 2 | EACH | 25,000.00 | 50,000.00 | 22,000.00 | 44,000.00 | ||||
| S-002 | milling existing pccp | 159 | SQYD | 20.00 | 3,180.00 | 20.00 | 3,180.00 | ||||
| S-003 | full depth saw and sealing longitudinal joint in 10" pccp |
240 | LNFT | 13.00 | 3,120.00 | 22.00 | 5,280.00 | ||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
978 | LNFT | 1.40 | 1,369.20 | 3.50 | 3,423.00 | ||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
352 | LNFT | 1.40 | 492.80 | 5.00 | 1,760.00 | ||||
| S-927 | sawing and sealing lifts in asphaltic concrete overlay | 430 | LNFT | 1.40 | 602.00 | 5.00 | 2,150.00 | ||||
| CONTRACTOR TOTAL | 669,669.55 | IRREGULAR | |||||||||