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| Lead Project: 338-01-0014 | |||
| Parish: E CARROLL | |||
| Routes: LA 581 | |||
| Description: JCT. LA 134 - JCT. LA 881 | |||
| Type Const:
grading, cement treated base course, in-place stabilized base course, cold planing asphaltic concrete, drainage structures, ashpatic surface treatment, and related work. | |||
| Estimated Construction Cost: $2,632,081.70 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02268 | SOIL STABILIZERS, INC. | $2,914,049.90 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $3,025,202.33 |
| 3 | 05635 | DREHER CONTRACTING, INC. | $3,231,004.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SOIL STABILIZERS, INC. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - DREHER CONTRACTING, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 28 | SQYD | 40.00 | 1,120.00 | 16.00 | 448.00 | 42.00 | 1,176.00 | ||
| 203-01 | general excavation | 1,792 | CUYD | 18.00 | 32,256.00 | 8.00 | 14,336.00 | 19.00 | 34,048.00 | ||
| 203-07 | borrow (vehicular measurement) | 7,506 | CUYD | 20.00 | 150,120.00 | 22.00 | 165,132.00 | 22.00 | 165,132.00 | ||
| 203-07-A | borrow (vehicular meas.) (selected soils) | 4,199 | CUYD | 20.00 | 83,980.00 | 22.00 | 92,378.00 | 22.50 | 94,477.50 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 13,835 | SQYD | 12.00 | 166,020.00 | 15.25 | 210,983.75 | 17.00 | 235,195.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 247.9 | CUYD | 40.00 | 9,916.00 | 12.00 | 2,974.80 | 42.00 | 10,411.80 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 70,072 | GAL | 2.75 | 192,698.00 | 0.01 | 700.72 | 3.00 | 210,216.00 | ||
| 507-02-A | aggregate (s1) | 64,882 | SQYD | 2.10 | 136,252.20 | 3.35 | 217,354.70 | 1.75 | 113,543.50 | ||
| 507-02-B | aggregate (s2) | 64,882 | SQYD | 2.10 | 136,252.20 | 3.35 | 217,354.70 | 1.75 | 113,543.50 | ||
| 507-02-C | aggregate (s3) | 64,882 | SQYD | 2.10 | 136,252.20 | 3.35 | 217,354.70 | 1.75 | 113,543.50 | ||
| 509-01 | cold planing asphaltic pavement | 11,079 | SQYD | 3.00 | 33,237.00 | 3.00 | 33,237.00 | 3.10 | 34,344.90 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 463 | CUYD | 1.00 | - 463.00 | 0.01 | - 4.63 | 50.00 | - 23,150.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 244 | LNFT | 210.00 | 51,240.00 | 200.00 | 48,800.00 | 37.00 | 9,028.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 134 | LNFT | 235.00 | 31,490.00 | 210.00 | 28,140.00 | 50.00 | 6,700.00 | ||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 132 | LNFT | 252.00 | 33,264.00 | 225.00 | 29,700.00 | 80.00 | 10,560.00 | ||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 76 | LNFT | 270.00 | 20,520.00 | 250.00 | 19,000.00 | 75.00 | 5,700.00 | ||
| 701-05-G | side drain pipe (18") | 40 | LNFT | 70.00 | 2,800.00 | 60.00 | 2,400.00 | 16.00 | 640.00 | ||
| 701-10-M | reinforced concrete pipe (extension) (36") | 4 | LNFT | 250.00 | 1,000.00 | 210.00 | 840.00 | 500.00 | 2,000.00 | ||
| 701-12-I | corrugated metal pipe (extension) (24") | 36 | LNFT | 180.00 | 6,480.00 | 135.00 | 4,860.00 | 32.00 | 1,152.00 | ||
| 701-12-K | corrugated metal pipe (extension) (30") | 22 | LNFT | 210.00 | 4,620.00 | 135.00 | 2,970.00 | 42.00 | 924.00 | ||
| 701-12-M | corrugated metal pipe (extension) (36") | 18 | LNFT | 240.00 | 4,320.00 | 150.00 | 2,700.00 | 50.00 | 900.00 | ||
| 701-12-N | corrugated metal pipe (extension) (42") | 18 | LNFT | 260.00 | 4,680.00 | 165.00 | 2,970.00 | 52.00 | 936.00 | ||
| 701-12-O | corrugated metal pipe (extension) (48") | 32 | LNFT | 300.00 | 9,600.00 | 185.00 | 5,920.00 | 65.00 | 2,080.00 | ||
| 701-12-P | corrugated metal pipe (extension) (54") | 12 | LNFT | 350.00 | 4,200.00 | 210.00 | 2,520.00 | 70.00 | 840.00 | ||
| 701-15 | concrete collar | 20 | EACH | 600.00 | 12,000.00 | 600.00 | 12,000.00 | 450.00 | 9,000.00 | ||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 3,600.00 | 3,600.00 | 3,500.00 | 3,500.00 | 2,500.00 | 2,500.00 | ||
| 706-02-C | concrete drive (6" thick) | 20.3 | SQYD | 75.00 | 1,522.50 | 65.00 | 1,319.50 | 200.00 | 4,060.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 | 25,000.00 | 25,000.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,216 | EACH | 3.00 | 3,648.00 | 1.00 | 1,216.00 | 2.25 | 2,736.00 | ||
| 716-01-A | mulch (vegetative) | 17.8 | TON | 1,000.00 | 17,800.00 | 610.00 | 10,858.00 | 1,500.00 | 26,700.00 | ||
| 717-01 | seeding | 401 | LB | 9.00 | 3,609.00 | 7.00 | 2,807.00 | 20.00 | 8,020.00 | ||
| 718-01 | fertilizer | 8,920 | LB | 0.60 | 5,352.00 | 0.40 | 3,568.00 | 1.00 | 8,920.00 | ||
| 726-01 | bedding material | 342.6 | CUYD | 95.00 | 32,547.00 | 90.00 | 30,834.00 | 5.00 | 1,713.00 | ||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 275,000.00 | 275,000.00 | 55,000.00 | 55,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 37 | EACH | 120.00 | 4,440.00 | 60.00 | 2,220.00 | 5,000.00 | 185,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 608 | EACH | 6.00 | 3,648.00 | 6.25 | 3,800.00 | 10.00 | 6,080.00 | ||
| 732-02-A-03 | plast pvmt striping (solid line) (4" width) hot appl thermo (40 mil thickness) |
11.775 | MILE | 1,100.00 | 12,952.50 | 1,110.00 | 13,070.25 | 2,500.00 | 29,437.50 | ||
| 732-03-A-03 | plastic pvmt striping (broken line) (4" width) hot appl thermo (40 mil thick) |
4.177 | MILE | 900.00 | 3,759.30 | 905.00 | 3,780.19 | 1,200.00 | 5,012.40 | ||
| 735-01 | mailboxes | 8 | EACH | 1.00 | 8.00 | 1.00 | 8.00 | 10.00 | 80.00 | ||
| 735-02 | mailbox supports (single) | 8 | EACH | 300.00 | 2,400.00 | 255.00 | 2,040.00 | 500.00 | 4,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 65,000.00 | 65,000.00 | ||
| S-001 | recycled asphaltic pavement (rap) (dotd furnished) | 1,792 | CUYD | 20.00 | 35,840.00 | 35.00 | 62,720.00 | 22.00 | 39,424.00 | ||
| S-002 | in-place asphalt treated base course (8" thick) | 53,747 | SQYD | 9.50 | 510,596.50 | 9.75 | 524,033.25 | 12.00 | 644,964.00 | ||
| S-003 | cleaning existing ditches | 2,775 | LNFT | 23.00 | 63,825.00 | 11.00 | 30,525.00 | 22.00 | 61,050.00 | ||
| S-004 | asphalt emulsion | 191,859 | GAL | 2.50 | 479,647.50 | 2.60 | 498,833.40 | 4.50 | 863,365.50 | ||
| CONTRACTOR TOTAL | 2,914,049.90 | 3,025,202.33 | 3,231,004.10 | ||||||||