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| Lead Project: 026-02-0066 | |||
| Parish: CONCORDIA | |||
| Routes: US 84 | |||
| Description: AIRPORT ROAD - DELAWARE STREET | |||
| Type Const: class ii base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $1,113,247.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 21982 | FORBY CONTRACTING, INC. | $730,527.00 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $938,134.70 |
| 3 | 46547 | INTERSTATE IMPROVEMENT, INC. | $947,188.20 |
| 4 | 02214 | W. E. BLAIN & SONS, INC. | $1,110,323.42 |
| 5 | 44289 | JEFF MERCER LLC | $1,221,386.06 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - FORBY CONTRACTING, INC. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - INTERSTATE IMPROVEMENT, INC. |
- 4 - W. E. BLAIN & SONS, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-G | removal of surfacing & stabilized base | 4,437.6 | SQYD | 7.00 | 31,063.20 | 7.00 | 31,063.20 | 7.00 | 31,063.20 | 11.50 | 51,032.40 |
| 302-01 | class ii base course | 115.6 | CUYD | 80.00 | 9,248.00 | 80.00 | 9,248.00 | 40.00 | 4,624.00 | 100.00 | 11,560.00 |
| 502-01 | superpave asphaltic concrete | 1,464.4 | TON | 125.00 | 183,050.00 | 125.00 | 183,050.00 | 125.00 | 183,050.00 | 132.00 | 193,300.80 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
26,564 | LNFT | 1.25 | 33,205.00 | 1.75 | 46,487.00 | 1.50 | 39,846.00 | 1.55 | 41,174.20 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
27,844 | LNFT | 1.50 | 41,766.00 | 2.00 | 55,688.00 | 1.75 | 48,727.00 | 1.88 | 52,346.72 |
| 602-03 | cleaning and sealing cracks | 4,000 | LNFT | 2.50 | 10,000.00 | 3.00 | 12,000.00 | 2.50 | 10,000.00 | 3.10 | 12,400.00 |
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
731.6 | SQYD | 160.00 | 117,056.00 | 200.00 | 146,320.00 | 225.00 | 164,610.00 | 200.00 | 146,320.00 |
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
457.3 | SQYD | 150.00 | 68,595.00 | 195.00 | 89,173.50 | 200.00 | 91,460.00 | 187.00 | 85,515.10 |
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
544.7 | SQYD | 120.00 | 65,364.00 | 165.00 | 89,875.50 | 200.00 | 108,940.00 | 150.00 | 81,705.00 |
| 602-10 | longitudinal shoulder joints | 31,098 | LNFT | 1.25 | 38,872.50 | 2.50 | 77,745.00 | 1.25 | 38,872.50 | 1.55 | 48,201.90 |
| 707-01 | concrete curb | 110.0 | LNFT | 18.00 | 1,980.00 | 50.00 | 5,500.00 | 30.00 | 3,300.00 | 22.00 | 2,420.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 150,000.00 | 150,000.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.748 | MILE | 800.00 | 598.40 | 500.00 | 374.00 | 500.00 | 374.00 | 800.00 | 598.40 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 | 135,000.00 | 135,000.00 | 158,000.00 | 158,000.00 |
| 731-02 | reflectorized raised pavement markers | 721 | EACH | 4.50 | 3,244.50 | 6.00 | 4,326.00 | 6.00 | 4,326.00 | 4.50 | 3,244.50 |
| 732-01-C | plastic pavement striping (8" width) | 800 | LNFT | 1.00 | 800.00 | 4.00 | 3,200.00 | 4.00 | 3,200.00 | 1.00 | 800.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.778 | MILE | 2,500.00 | 21,945.00 | 3,000.00 | 26,334.00 | 2,600.00 | 22,822.80 | 2,500.00 | 21,945.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.389 | MILE | 600.00 | 2,633.40 | 1,200.00 | 5,266.80 | 1,100.00 | 4,827.90 | 600.00 | 2,633.40 |
| 732-05 | removal of existing markings | 4.389 | MILE | 4,000.00 | 17,556.00 | 3,300.00 | 14,483.70 | 3,200.00 | 14,044.80 | 4,000.00 | 17,556.00 |
| 735-01 | mailboxes | 4 | EACH | 50.00 | 200.00 | 25.00 | 100.00 | 500.00 | 2,000.00 | 118.00 | 472.00 |
| 735-02 | mailbox supports (single) | 4 | EACH | 50.00 | 200.00 | 125.00 | 500.00 | 200.00 | 800.00 | 132.00 | 528.00 |
| 740-01 | construction layout | lump | LUMP | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| S-001 | routing, cleaning and sealing random cracks | 200 | LNFT | 3.50 | 700.00 | 12.00 | 2,400.00 | 2.00 | 400.00 | 4.35 | 870.00 |
| S-002 | rumble strips (ground-in) | 0.9 | MILE | 5,500.00 | 4,950.00 | 10,000.00 | 9,000.00 | 5,444.44 | 4,900.00 | 3,000.00 | 2,700.00 |
| CONTRACTOR TOTAL | 730,527.00 | 938,134.70 | 947,188.20 | 1,110,323.42 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JEFF MERCER LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-G | removal of surfacing & stabilized base | 4,437.6 | SQYD | 8.00 | 35,500.80 | ||||||
| 302-01 | class ii base course | 115.6 | CUYD | 300.00 | 34,680.00 | ||||||
| 502-01 | superpave asphaltic concrete | 1,464.4 | TON | 185.00 | 270,914.00 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
26,564 | LNFT | 2.50 | 66,410.00 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
27,844 | LNFT | 2.50 | 69,610.00 | ||||||
| 602-03 | cleaning and sealing cracks | 4,000 | LNFT | 2.50 | 10,000.00 | ||||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
731.6 | SQYD | 195.00 | 142,662.00 | ||||||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
457.3 | SQYD | 185.00 | 84,600.50 | ||||||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
544.7 | SQYD | 165.00 | 89,875.50 | ||||||
| 602-10 | longitudinal shoulder joints | 31,098 | LNFT | 2.65 | 82,409.70 | ||||||
| 707-01 | concrete curb | 110.0 | LNFT | 80.00 | 8,800.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.748 | MILE | 3,370.00 | 2,520.76 | ||||||
| 727-01 | mobilization | lump | LUMP | 145,000.00 | 145,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 721 | EACH | 6.00 | 4,326.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 800 | LNFT | 1.50 | 1,200.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.778 | MILE | 3,200.00 | 28,089.60 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.389 | MILE | 1,000.00 | 4,389.00 | ||||||
| 732-05 | removal of existing markings | 4.389 | MILE | 3,800.00 | 16,678.20 | ||||||
| 735-01 | mailboxes | 4 | EACH | 50.00 | 200.00 | ||||||
| 735-02 | mailbox supports (single) | 4 | EACH | 250.00 | 1,000.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-001 | routing, cleaning and sealing random cracks | 200 | LNFT | 25.00 | 5,000.00 | ||||||
| S-002 | rumble strips (ground-in) | 0.9 | MILE | 52,800.00 | 47,520.00 | ||||||
| CONTRACTOR TOTAL | 1,221,386.06 | ||||||||||