| |||
| Lead Project: 240-01-0005 | |||
| Parish: ST MARY | |||
| Routes: LA 83 | |||
| Description: JUNCTION OF ROUTE LA 319 - IBERIA PARISH LINE JUNCTION | |||
| Type Const:
class ii base course, pavement patching, pavement rehabilitation. solar powered temporary traffic signal, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 18943 | BULLIARD CONSTRUCTION CO. INC. | $142,349.07 |
| 2 | 02074 | CIRCLE, INC. | $156,792.98 |
| 04089 | H & S CONSTRUCTION CO., INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BULLIARD CONSTRUCTION CO. INC. |
- 2 - CIRCLE, INC. |
H & S CONSTRUCTION CO., INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 302-02-C | class ii base course (10" thick) | 70.2 | SQYD | 27.41 | 1,924.18 | 29.00 | 2,035.80 | 50.00 | 3,510.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
574 | CUYD | 66.39 | 38,107.86 | 42.00 | 24,108.00 | 60.00 | 34,440.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
3,811 | LNFT | 1.52 | 5,792.72 | 3.30 | 12,576.30 | 12.00 | 45,732.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
5,590 | LNFT | 2.15 | 12,018.50 | 2.80 | 15,652.00 | 12.00 | 67,080.00 | ||
| 602-03 | cleaning and sealing random cracks | 15 | LNFT | 3.21 | 48.15 | 19.75 | 296.25 | 4.00 | 60.00 | ||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
107.2 | SQYD | 139.67 | 14,972.62 | 147.00 | 15,758.40 | 250.00 | 26,800.00 | ||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
50.1 | SQYD | 109.50 | 5,485.95 | 163.00 | 8,166.30 | 250.00 | 12,525.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 16,892.44 | 16,892.44 | 2,100.00 | 2,100.00 | 18,000.00 | 18,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line) (4" width) (type 1 removable) |
1.272 | MILE | 15,407.70 | 19,598.59 | 15,700.00 | 19,970.40 | 16,000.00 | 20,352.00 | ||
| 727-01 | mobilization | lump | LUMP | 9,804.90 | 9,804.90 | 38,500.00 | 38,500.00 | 20,000.00 | 20,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 332 | EACH | 6.07 | 2,015.24 | 6.20 | 2,058.40 | 6.25 | 2,075.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.110 | MILE | 2,462.90 | 2,733.81 | 2,500.00 | 2,775.00 | 2,532.00 | 2,810.52 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.143 | MILE | 770.39 | 880.55 | 785.00 | 897.25 | 702.00 | 802.38 | ||
| 732-05 | removal of existing markings | 0.419 | MILE | 6,303.15 | 2,641.01 | 6,441.25 | 2,698.88 | 6,480.00 | 2,715.12 | ||
| 740-01 | construction layout | lump | LUMP | 1,611.97 | 1,611.97 | 1,200.00 | 1,200.00 | 8,000.00 | 8,000.00 | ||
| S-001 | temporary traffic signal (solar powered) | lump | lump | 7,820.58 | 7,820.58 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | ||
| CONTRACTOR TOTAL | 142,349.07 | 156,792.98 | IRREGULAR | ||||||||