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| DBE GOAL FED | |||
| Lead Project: 055-30-0011 | |||
| Parish: VERMILION | |||
| Routes: LA 14-B | |||
| Description: CONTINUOUS LEFT TURN LANE | |||
| Type Const:
grading, drainage structures, cold planing asph pvmt, superpave asph conc overlay, cleaning and resealing pvmt joints, pvmt patching, pvmt widening and related work. | |||
| Estimated Construction Cost: $2,644,491.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $2,780,336.54 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,569,441.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - GILCHRIST 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 | 100 | SQYD | 23.00 | 2,300.00 | 35.00 | 3,500.00 | ||||
| 202-02-E | removal of concrete curbs | 103.0 | LNFT | 21.50 | 2,214.50 | 5.00 | 515.00 | ||||
| 203-08 | borrow (vehicular measurement) | 1,820 | CUYD | 15.00 | 27,300.00 | 24.00 | 43,680.00 | ||||
| 204-02 | temporary hay or straw bales | 50 | EACH | 15.00 | 750.00 | 20.00 | 1,000.00 | ||||
| 204-06 | temporary silt fencing | 512 | LNFT | 2.50 | 1,280.00 | 3.00 | 1,536.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,351 | CUYD | 42.00 | 56,742.00 | 100.00 | 135,100.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 35.00 | 3,500.00 | 80.00 | 8,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,678.7 | TON | 82.00 | 1,039,653.40 | 115.00 | 1,458,050.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,002.0 | TON | 115.00 | 115,230.00 | 180.00 | 180,360.00 | ||||
| 509-01 | cold planing asphaltic pavement | 778 | SQYD | 18.00 | 14,004.00 | 10.00 | 7,780.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 16 | CUYD | 0.01 | - 0.16 | 0.50 | - 8.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
23,421 | LNFT | 2.09 | 48,949.89 | 6.00 | 140,526.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
19,159 | LNFT | 2.09 | 40,042.31 | 7.00 | 134,113.00 | ||||
| 602-03 | cleaning and sealing random cracks | 542 | LNFT | 3.85 | 2,086.70 | 7.00 | 3,794.00 | ||||
| 701-12-G | corrugated metal pipe (extension)(18") | 8 | LNFT | 150.00 | 1,200.00 | 200.00 | 1,600.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 1,500.00 | 1,500.00 | 1,400.00 | 1,400.00 | ||||
| 702-04-B | adjusting catch basins | 3 | EACH | 300.00 | 900.00 | 1,300.00 | 3,900.00 | ||||
| 707-01 | concrete curb | 43.0 | LNFT | 35.00 | 1,505.00 | 47.00 | 2,021.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 195,000.00 | 195,000.00 | 125,000.00 | 125,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 600 | LNFT | 0.53 | 318.00 | 1.00 | 600.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 586 | LNFT | 1.58 | 925.88 | 2.00 | 1,172.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.155 | MILE | 220.30 | 1,355.95 | 450.00 | 2,769.75 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.311 | MILE | 458.66 | 5,646.56 | 550.00 | 6,771.05 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 12.311 | MILE | 916.23 | 11,279.71 | 1,000.00 | 12,311.00 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 44 | EACH | 55.00 | 2,420.00 | 65.00 | 2,860.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 8 | EACH | 60.50 | 484.00 | 70.00 | 560.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,500.00 | 8,500.00 | 18,000.00 | 18,000.00 | ||||
| 724-01-C | pavement patching (15" minimum thickness) | 610 | SQYD | 160.00 | 97,600.00 | 145.00 | 88,450.00 | ||||
| 724-02 | pavement widening | 6,809.1 | SQYD | 72.00 | 490,255.20 | 65.00 | 442,591.50 | ||||
| 727-01 | mobilization | lump | LUMP | 230,000.00 | 230,000.00 | 330,000.00 | 330,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 15 | EACH | 66.00 | 990.00 | 100.00 | 1,500.00 | ||||
| 731-02 | reflectorized raised pavement markers | 985 | EACH | 5.72 | 5,634.20 | 6.80 | 6,698.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 300 | LNFT | 1.06 | 318.00 | 1.20 | 360.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 293 | LNFT | 356.40 | 104,425.20 | 4.50 | 1,318.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.155 | MILE | 2,580.70 | 15,884.21 | 3,000.00 | 18,465.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.155 | MILE | 760.58 | 4,681.37 | 900.00 | 5,539.50 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 22 | EACH | 214.50 | 4,719.00 | 250.00 | 5,500.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 225.50 | 902.00 | 260.00 | 1,040.00 | ||||
| 732-05 | removal of existing markings | 0.057 | MILE | 5,500.00 | 313.50 | 7,800.00 | 444.60 | ||||
| 735-01 | mailboxes | 5 | EACH | 1.10 | 5.50 | 10.00 | 50.00 | ||||
| 735-02 | mailbox supports (single) | 5 | EACH | 170.50 | 852.50 | 200.00 | 1,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 27,000.00 | 27,000.00 | 30,000.00 | 30,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 42,000.00 | 42,000.00 | 130,000.00 | 130,000.00 | ||||
| S-004 | concrete milling | 1,207 | SQYD | 21.00 | 25,347.00 | 9.00 | 10,863.00 | ||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
39,035 | LNFT | 1.54 | 60,113.90 | 2.00 | 78,070.00 | ||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
19,159 | LNFT | 1.54 | 29,504.86 | 2.50 | 47,897.50 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 58,194 | LNFT | 0.94 | 54,702.36 | 1.25 | 72,742.50 | ||||
| CONTRACTOR TOTAL | 2,780,336.54 | 3,569,441.40 | |||||||||