| |||
| Lead Project: 205-03-0016 | |||
| Parish: AVOYELLES | |||
| Routes: LA 29 | |||
| Description: JCT. LA 106 - JCT. US 71 | |||
| Type Const:
grading, pavement patching, lime treatment, cold planing asphaltic concrete pavement, class ii base course, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $5,586,050.02 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $5,836,044.94 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $6,646,535.65 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $8,722,183.77 |
| 4 | 08815 | W. E. MCDONALD & SON, LLC. | $8,995,580.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - W. E. MCDONALD & SON, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 67,729 | SQYD | 3.50 | 237,051.50 | 6.00 | 406,374.00 | 6.00 | 406,374.00 | 16.00 | 1,083,664.00 |
| 202-02-D | removal of concrete walks & drives | 57 | SQYD | 13.00 | 741.00 | 45.00 | 2,565.00 | 25.00 | 1,425.00 | 100.00 | 5,700.00 |
| 202-02-H | removal of guard rail | 880 | LNFT | 10.00 | 8,800.00 | 18.00 | 15,840.00 | 7.00 | 6,160.00 | 5.00 | 4,400.00 |
| 202-02-I | removal of asphaltic concrete | 13,567 | SQYD | 5.00 | 67,835.00 | 4.50 | 61,051.50 | 6.00 | 81,402.00 | 5.00 | 67,835.00 |
| 203-01 | general excavation | 10,034 | CUYD | 6.50 | 65,221.00 | 9.00 | 90,306.00 | 12.00 | 120,408.00 | 10.00 | 100,340.00 |
| 203-07 | borrow (vehicular measurement) | 1,150 | CUYD | 20.00 | 23,000.00 | 20.00 | 23,000.00 | 20.00 | 23,000.00 | 14.00 | 16,100.00 |
| 302-02-A | class ii base course (4" thick) | 84,956.2 | SQYD | 10.20 | 866,553.24 | 13.50 | 1,146,908.70 | 14.00 | 1,189,386.80 | 14.00 | 1,189,386.80 |
| 302-02-D | class ii base course (8.5" thick) | 84,956.2 | SQYD | 10.75 | 913,279.15 | 10.00 | 849,562.00 | 17.00 | 1,444,255.40 | 16.00 | 1,359,299.20 |
| 304-01 | lime | 1,605.67 | TON | 155.00 | 248,878.85 | 175.00 | 280,992.25 | 145.00 | 232,822.15 | 145.00 | 232,822.15 |
| 304-04-D | lime treatment (type d) (12" thick) | 67,965 | SQYD | 1.00 | 67,965.00 | 4.00 | 271,860.00 | 11.00 | 747,615.00 | 10.00 | 679,650.00 |
| 304-04-E | lime treatment (type d) (24" thick) | 16,991 | SQYD | 2.50 | 42,477.50 | 6.50 | 110,441.50 | 17.00 | 288,847.00 | 16.00 | 271,856.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,200 | CUYD | 42.00 | 92,400.00 | 18.50 | 40,700.00 | 24.00 | 52,800.00 | 30.00 | 66,000.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | CUYD | 60.00 | 150,000.00 | 18.50 | 46,250.00 | 35.00 | 87,500.00 | 100.00 | 250,000.00 |
| 502-01 | superpave asphaltic concrete | 20,441.9 | TON | 70.00 | 1,430,933.00 | 78.00 | 1,594,468.20 | 96.00 | 1,962,422.40 | 96.00 | 1,962,422.40 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,057.3 | TON | 150.00 | 158,595.00 | 195.00 | 206,173.50 | 166.00 | 175,511.80 | 96.00 | 101,500.80 |
| 509-01 | cold planing asphaltic pavement | 95,075 | SQYD | 1.45 | 137,858.75 | 2.50 | 237,687.50 | 3.00 | 285,225.00 | 2.00 | 190,150.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 9,800 | CUYD | 0.01 | - 98.00 | 0.10 | - 980.00 | 0.01 | - 98.00 | 0.01 | - 98.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 140.00 | 35,000.00 | 115.00 | 28,750.00 | 160.00 | 40,000.00 | 175.00 | 43,750.00 |
| 510-03 | pavement joint repair | 50.0 | TON | 250.00 | 12,500.00 | 225.00 | 11,250.00 | 250.00 | 12,500.00 | 275.00 | 13,750.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
2,908 | LNFT | 1.90 | 5,525.20 | 2.25 | 6,543.00 | 4.50 | 13,086.00 | 2.00 | 5,816.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
3,974 | LNFT | 2.20 | 8,742.80 | 2.50 | 9,935.00 | 4.25 | 16,889.50 | 2.25 | 8,941.50 |
| 702-04-A | adjusting manholes | 5 | EACH | 1,200.00 | 6,000.00 | 2,525.00 | 12,625.00 | 1,600.00 | 8,000.00 | 1,000.00 | 5,000.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 760.0 | LNFT | 35.00 | 26,600.00 | 35.00 | 26,600.00 | 33.00 | 25,080.00 | 35.00 | 26,600.00 |
| 704-03 | blocked out guard rail | 231.3 | LNFT | 20.00 | 4,626.00 | 20.00 | 4,626.00 | 19.00 | 4,394.70 | 20.00 | 4,626.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 283.3 | LNFT | 55.00 | 15,581.50 | 55.00 | 15,581.50 | 52.00 | 14,731.60 | 55.00 | 15,581.50 |
| 704-11-A | guard rail end treatment (flared) | 9 | EACH | 2,100.00 | 18,900.00 | 2,350.00 | 21,150.00 | 2,000.00 | 18,000.00 | 2,200.00 | 19,800.00 |
| 707-04 | asphaltic curb | 120.0 | LNFT | 90.00 | 10,800.00 | 65.00 | 7,800.00 | 100.00 | 12,000.00 | 100.00 | 12,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 435,000.00 | 435,000.00 | 87,000.00 | 87,000.00 | 555,000.00 | 555,000.00 | 135,000.00 | 135,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
31.300 | MILE | 300.00 | 9,390.00 | 150.00 | 4,695.00 | 150.00 | 4,695.00 | 400.00 | 12,520.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
26.630 | MILE | 430.00 | 11,450.90 | 300.00 | 7,989.00 | 250.00 | 6,657.50 | 120.00 | 3,195.60 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 90.850 | MILE | 760.00 | 69,046.00 | 600.00 | 54,510.00 | 1.00 | 90.85 | 170.00 | 15,444.50 |
| 716-01-A | mulch (vegetative) | 0.4 | TON | 3,250.00 | 1,300.00 | 3,500.00 | 1,400.00 | 1,500.00 | 600.00 | 3,000.00 | 1,200.00 |
| 717-01 | seeding | 6 | LB | 27.00 | 162.00 | 30.00 | 180.00 | 18.00 | 108.00 | 25.00 | 150.00 |
| 718-01 | fertilizer | 207 | LB | 2.25 | 465.75 | 2.25 | 465.75 | 2.01 | 416.07 | 2.00 | 414.00 |
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 16,000.00 | 16,000.00 | 4,000.00 | 4,000.00 |
| 727-01 | mobilization | lump | LUMP | 475,000.00 | 475,000.00 | 650,000.00 | 650,000.00 | 600,000.00 | 600,000.00 | 900,000.00 | 900,000.00 |
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 75.00 | 900.00 | 95.00 | 1,140.00 | 69.00 | 828.00 |
| 731-02 | reflectorized raised pavement markers | 1,043 | EACH | 5.50 | 5,736.50 | 5.00 | 5,215.00 | 9.00 | 9,387.00 | 9.00 | 9,387.00 |
| 732-01-D | plastic pavement striping (12" width) | 150 | LNFT | 1.90 | 285.00 | 1.75 | 262.50 | 12.00 | 1,800.00 | 14.00 | 2,100.00 |
| 732-01-E | plastic pavement striping (24" width) | 84 | LNFT | 3.50 | 294.00 | 3.50 | 294.00 | 16.00 | 1,344.00 | 18.00 | 1,512.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.580 | MILE | 2,900.00 | 53,882.00 | 2,500.00 | 46,450.00 | 3,000.00 | 55,740.00 | 3,200.00 | 59,456.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.353 | MILE | 750.00 | 4,014.75 | 750.00 | 4,014.75 | 2,000.00 | 10,706.00 | 2,200.00 | 11,776.60 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 460.00 | 920.00 | 450.00 | 900.00 | 1,600.00 | 3,200.00 | 2,000.00 | 4,000.00 |
| 735-01 | mailboxes | 22 | EACH | 100.00 | 2,200.00 | 1.00 | 22.00 | 1.00 | 22.00 | 1.00 | 22.00 |
| 735-02 | mailbox supports (single) | 21 | EACH | 130.00 | 2,730.00 | 125.00 | 2,625.00 | 160.00 | 3,360.00 | 150.00 | 3,150.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 190.00 | 190.00 | 200.00 | 200.00 | 400.00 | 400.00 | 200.00 | 200.00 |
| 740-01 | construction layout | lump | LUMP | 45,000.00 | 45,000.00 | 165,000.00 | 165,000.00 | 140,000.00 | 140,000.00 | 50,000.00 | 50,000.00 |
| 741-11 | adjusting water valve and meter box | 5 | EACH | 600.00 | 3,000.00 | 1,500.00 | 7,500.00 | 750.00 | 3,750.00 | 1,000.00 | 5,000.00 |
| S-001 | saw cutting | 7,500 | INFT | 1.00 | 7,500.00 | 2.50 | 18,750.00 | 1.00 | 7,500.00 | 1.25 | 9,375.00 |
| S-002 | sawcuts in asphaltic concrete lifts | 13,765 | LNFT | 0.85 | 11,700.25 | 1.00 | 13,765.00 | 1.00 | 13,765.00 | 1.00 | 13,765.00 |
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
2,908 | LNFT | 1.50 | 4,362.00 | 1.75 | 5,089.00 | 2.00 | 5,816.00 | 1.70 | 4,943.60 |
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
3,974 | LNFT | 1.95 | 7,749.30 | 2.00 | 7,948.00 | 2.00 | 7,948.00 | 2.00 | 7,948.00 |
| S-101 | special anchor section | 3 | EACH | 1,000.00 | 3,000.00 | 1,100.00 | 3,300.00 | 1,000.00 | 3,000.00 | 1,100.00 | 3,300.00 |
| CONTRACTOR TOTAL | 5,836,044.94 | 6,646,535.65 | 8,722,183.77 | 8,995,580.65 | |||||||