| READV |
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| Lead Project: 450-92-0044 | |||
| Parish: E BATON ROUGE | |||
| Routes: I-110 | |||
| Description: I-10 - S. END OF ELEVATED ROADWAY | |||
| Type Const:
superpave acp, cleaning and resealing joints, cleaning and sealing random cracks, full depth patching, sawing and sealing joints in acp and related work. | |||
| Estimated Construction Cost: $1,390,123.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 46547 | KNISH CORPORATION | $1,779,059.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KNISH CORPORATION |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 502-01 | superpave asphaltic concrete | 586.5 | TON | 200.00 | 117,300.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 5,331 | SQYD | 11.00 | 58,641.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 148 | CUYD | 1.00 | - 148.00 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
1,500 | LNFT | 4.50 | 6,750.00 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
3,000 | LNFT | 4.50 | 13,500.00 | ||||||
| 602-03 | cleaning and sealing random cracks | 1,500 | LNFT | 5.50 | 8,250.00 | ||||||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
1,911.0 | SQYD | 325.00 | 621,075.00 | ||||||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
869.6 | SQYD | 290.00 | 252,184.00 | ||||||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
986.6 | SQYD | 270.00 | 266,382.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.250 | MILE | 5,000.00 | 1,250.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.250 | MILE | 5,000.00 | 1,250.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.500 | MILE | 6,000.00 | 3,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 160,000.00 | 160,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 25 | EACH | 15.00 | 375.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.500 | MILE | 5,500.00 | 2,750.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.250 | MILE | 4,000.00 | 1,000.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| S-001 | dynamic message sign unit | 4 | each | 3,500.00 | 14,000.00 | ||||||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
3,000 | LNFT | 4.00 | 12,000.00 | ||||||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
3,000 | LNFT | 4.00 | 12,000.00 | ||||||
| S-004 | sawcuts in asphaltic concrete lifts | 3,000 | LNFT | 4.50 | 13,500.00 | ||||||
| S-005 | cleaning and filling logitudinal joints | 2,000 | LNFT | 2.00 | 4,000.00 | ||||||
| CONTRACTOR TOTAL | 1,779,059.00 | ||||||||||