| |||
| Lead Project: 370-01-0006 | |||
| Parish: AVOYELLES | |||
| Routes: LA 454 | |||
| Description: JCT. LA 115 - RAPIDES PARISH LINE | |||
| Type Const:
grading,drainage struct,cold planing asph conc, pvmt patch, lime treatment, in-place cement treated bc, superpave asph conc pvmt, and related work | |||
| Estimated Construction Cost: $2,331,234.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,918,408.16 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $2,098,409.49 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,152,275.93 |
| 4 | 05789 | D & J CONSTRUCTION CO., INC. | $2,659,320.96 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - D & J CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| 202-02-D | removal of concrete walks & drives | 15 | SQYD | 25.00 | 375.00 | 150.00 | 2,250.00 | 225.00 | 3,375.00 | 30.00 | 450.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 11,000 | CUYD | 12.50 | 137,500.00 | 4.50 | 49,500.00 | 13.00 | 143,000.00 | 20.00 | 220,000.00 |
| 304-05 | lime treatment (type e) | 396.90 | TON | 300.00 | 119,070.00 | 450.00 | 178,605.00 | 385.00 | 152,806.50 | 450.00 | 178,605.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 82,058 | SQYD | 6.00 | 492,348.00 | 8.15 | 668,772.70 | 7.00 | 574,406.00 | 7.50 | 615,435.00 |
| 308-02 | removal of existing patches | 600 | SQYD | 5.00 | 3,000.00 | 10.00 | 6,000.00 | 20.00 | 12,000.00 | 10.00 | 6,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,811 | CUYD | 45.00 | 126,495.00 | 20.00 | 56,220.00 | 23.00 | 64,653.00 | 25.00 | 70,275.00 |
| 502-01 | superpave asphaltic concrete | 8,828.8 | TON | 80.50 | 710,718.40 | 89.00 | 785,763.20 | 78.00 | 688,646.40 | 109.00 | 962,339.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
200.0 | TON | 165.00 | 33,000.00 | 200.00 | 40,000.00 | 210.00 | 42,000.00 | 250.00 | 50,000.00 |
| 509-01 | cold planing asphaltic pavement | 80,427 | SQYD | 0.95 | 76,405.65 | 1.50 | 120,640.50 | 1.50 | 120,640.50 | 3.00 | 241,281.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 8,241 | CUYD | 0.10 | - 824.10 | 0.01 | - 82.41 | 0.10 | - 824.10 | 0.10 | - 824.10 |
| 510-01-B | pavement patching (12" minimum thickness) | 50 | SQYD | 190.00 | 9,500.00 | 175.00 | 8,750.00 | 200.00 | 10,000.00 | 300.00 | 15,000.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 300.00 | 2,400.00 | 500.00 | 4,000.00 | 400.00 | 3,200.00 | 500.00 | 4,000.00 |
| 701-15 | concrete collar | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,250.00 | 1,250.00 | 2,000.00 | 2,000.00 |
| 711-04 | geotextile fabric | 35 | SQYD | 1.00 | 35.00 | 10.00 | 350.00 | 2.50 | 87.50 | 10.00 | 350.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 8,900.00 | 8,900.00 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
20.486 | MILE | 200.00 | 4,097.20 | 400.00 | 8,194.40 | 130.00 | 2,663.18 | 226.00 | 4,629.84 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
17.336 | MILE | 1.00 | 17.34 | 200.00 | 3,467.20 | 325.00 | 5,634.20 | 250.00 | 4,334.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 54.524 | MILE | 1.00 | 54.52 | 250.00 | 13,631.00 | 625.00 | 34,077.50 | 1.00 | 54.52 |
| 716-01-A | mulch (vegetative) | 0.3 | TON | 3,200.00 | 960.00 | 3,000.00 | 900.00 | 3,200.00 | 960.00 | 3,000.00 | 900.00 |
| 717-01 | seeding | 5 | LB | 25.00 | 125.00 | 20.00 | 100.00 | 20.00 | 100.00 | 100.00 | 500.00 |
| 718-01 | fertilizer | 100 | LB | 2.25 | 225.00 | 2.00 | 200.00 | 2.00 | 200.00 | 5.00 | 500.00 |
| 722-01 | project site laboratory | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 6,000.00 | 6,000.00 |
| 726-01 | bedding material | 9.3 | CUYD | 135.00 | 1,255.50 | 100.00 | 930.00 | 83.00 | 771.90 | 100.00 | 930.00 |
| 727-01 | mobilization | lump | LUMP | 90,000.00 | 90,000.00 | 45,000.00 | 45,000.00 | 193,000.00 | 193,000.00 | 150,000.00 | 150,000.00 |
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 85.00 | 170.00 | 500.00 | 1,000.00 | 85.00 | 170.00 | 100.00 | 200.00 |
| 731-02 | reflectorized raised pavement markers | 901 | EACH | 5.50 | 4,955.50 | 6.50 | 5,856.50 | 5.00 | 4,505.00 | 8.00 | 7,208.00 |
| 732-01-E | plastic pavement striping (24" width) | 20 | LNFT | 4.40 | 88.00 | 35.00 | 700.00 | 3.25 | 65.00 | 15.00 | 300.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.175 | MILE | 3,000.00 | 54,525.00 | 2,700.00 | 49,072.50 | 2,600.00 | 47,255.00 | 3,200.00 | 58,160.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.779 | MILE | 850.00 | 4,912.15 | 1,100.00 | 6,356.90 | 650.00 | 3,756.35 | 1,500.00 | 8,668.50 |
| 735-01 | mailboxes | 57 | EACH | 10.00 | 570.00 | 1.00 | 57.00 | 1.00 | 57.00 | 25.00 | 1,425.00 |
| 735-02 | mailbox supports (single) | 54 | EACH | 120.00 | 6,480.00 | 125.00 | 6,750.00 | 105.00 | 5,670.00 | 125.00 | 6,750.00 |
| 735-03 | mailbox supports (double) | 3 | EACH | 150.00 | 450.00 | 175.00 | 525.00 | 150.00 | 450.00 | 200.00 | 600.00 |
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 8,500.00 | 8,500.00 | 14,500.00 | 14,500.00 | 20,000.00 | 20,000.00 |
| S-001 | sack concrete headwall | 3.0 | CUYD | 500.00 | 1,500.00 | 1,000.00 | 3,000.00 | 400.00 | 1,200.00 | 1,250.00 | 3,750.00 |
| S-002 | saw cutting | 500 | INFT | 3.00 | 1,500.00 | 5.00 | 2,500.00 | 3.00 | 1,500.00 | 1.00 | 500.00 |
| CONTRACTOR TOTAL | 1,918,408.16 | 2,098,409.49 | 2,152,275.93 | 2,659,320.96 | |||||||