| |||
| DBE GOAL FED | |||
| Lead Project: 132-03-0013 | |||
| Parish: VERNON | |||
| Routes: LA 111 | |||
| Description: E. JCT. LA 8 - 4.3 MI. NORTH | |||
| Type Const:
grading, cold planing asphaltic concrete, lime treatment, cement treated base course, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,220,770.18 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,223,607.76 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,234,808.61 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,261,278.96 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - PRAIRIE CONTRACTORS INC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 4,000.00 | 4,000.00 | 25,000.00 | 25,000.00 |
| 202-02-H | removal of guard rail | 798 | LNFT | 3.00 | 2,394.00 | 5.00 | 3,990.00 | 6.00 | 4,788.00 | 4.00 | 3,192.00 |
| 203-08 | borrow (vehicular measurement) | 5,332 | CUYD | 8.00 | 42,656.00 | 12.00 | 63,984.00 | 8.00 | 42,656.00 | 9.00 | 47,988.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 250 | CUYD | 8.00 | 2,000.00 | 16.00 | 4,000.00 | 8.00 | 2,000.00 | 9.00 | 2,250.00 |
| 303-02 | removal of existing patches | 50 | SQYD | 50.00 | 2,500.00 | 50.00 | 2,500.00 | 55.00 | 2,750.00 | 25.00 | 1,250.00 |
| 304-01 | lime | 245.19 | TON | 125.00 | 30,648.75 | 25.00 | 6,129.75 | 126.00 | 30,893.94 | 120.00 | 29,422.80 |
| 304-04-B | lime treatment (type d) (8 1/2" thick) | 24,420 | SQYD | 1.90 | 46,398.00 | 0.10 | 2,442.00 | 1.90 | 46,398.00 | 1.90 | 46,398.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,805 | CUYD | 32.00 | 57,760.00 | 40.00 | 72,200.00 | 25.00 | 45,125.00 | 32.00 | 57,760.00 |
| 502-01 | superpave asphaltic concrete | 9,877.3 | TON | 46.00 | 454,355.80 | 55.00 | 543,251.50 | 62.00 | 612,392.60 | 46.20 | 456,331.26 |
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
650.1 | TON | 75.00 | 48,757.50 | 75.00 | 48,757.50 | 35.00 | 22,753.50 | 75.00 | 48,757.50 |
| 509-01 | cold planing asphaltic pavement | 11,311 | SQYD | 1.20 | 13,573.20 | 1.75 | 19,794.25 | 1.40 | 15,835.40 | 3.25 | 36,760.75 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 236 | CUYD | 0.01 | - 2.36 | 1.00 | - 236.00 | 0.01 | - 2.36 | 0.10 | - 23.60 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 84 | LNFT | 80.00 | 6,720.00 | 100.00 | 8,400.00 | 100.00 | 8,400.00 | 90.00 | 7,560.00 |
| 701-08 | relaying pipe | 28 | LNFT | 75.00 | 2,100.00 | 100.00 | 2,800.00 | 114.00 | 3,192.00 | 90.00 | 2,520.00 |
| 701-15 | concrete collar | 4 | EACH | 800.00 | 3,200.00 | 2,200.00 | 8,800.00 | 800.00 | 3,200.00 | 900.00 | 3,600.00 |
| 704-03 | blocked out guard rail | 150.0 | LNFT | 16.00 | 2,400.00 | 18.00 | 2,700.00 | 16.00 | 2,400.00 | 18.00 | 2,700.00 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 150.0 | LNFT | 25.00 | 3,750.00 | 28.00 | 4,200.00 | 36.00 | 5,400.00 | 28.00 | 4,200.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 35.00 | 10,500.00 | 40.00 | 12,000.00 | 44.00 | 13,200.00 | 39.00 | 11,700.00 |
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 1,750.00 | 21,000.00 | 2,000.00 | 24,000.00 | 1,900.00 | 22,800.00 | 2,000.00 | 24,000.00 |
| 711-01-C | riprap (30 lb, 12" thick) | 78 | SQYD | 40.00 | 3,120.00 | 55.00 | 4,290.00 | 35.00 | 2,730.00 | 45.00 | 3,510.00 |
| 711-02-C | riprap (30 lb) | 214 | CUYD | 110.00 | 23,540.00 | 100.00 | 21,400.00 | 110.00 | 23,540.00 | 123.00 | 26,322.00 |
| 711-04 | geotextile fabric | 494 | SQYD | 2.50 | 1,235.00 | 2.50 | 1,235.00 | 3.00 | 1,482.00 | 2.50 | 1,235.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 16,000.00 | 16,000.00 | 5,500.00 | 5,500.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 14 | LNFT | 8.40 | 117.60 | 0.70 | 9.80 | 1.00 | 14.00 | 1.00 | 14.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.598 | MILE | 250.00 | 2,149.50 | 400.00 | 3,439.20 | 300.00 | 2,579.40 | 150.00 | 1,289.70 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.617 | MILE | 1.00 | 6.61 | 275.00 | 1,819.67 | 1.00 | 6.61 | 280.00 | 1,852.76 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 25.030 | MILE | 1.00 | 25.03 | 450.00 | 11,263.50 | 1.00 | 25.03 | 444.00 | 11,113.32 |
| 717-01 | seeding | 267 | LB | 6.00 | 1,602.00 | 7.00 | 1,869.00 | 7.00 | 1,869.00 | 10.00 | 2,670.00 |
| 718-01 | fertilizer | 5,700 | LB | 0.30 | 1,710.00 | 0.35 | 1,995.00 | 0.40 | 2,280.00 | 0.22 | 1,254.00 |
| 720-01-A | erosion control system, slope protection (type a) | 145 | SQYD | 1.50 | 217.50 | 1.75 | 253.75 | 2.00 | 290.00 | 3.30 | 478.50 |
| 721-01 | asphalt mulch | 13,794 | GAL | 1.50 | 20,691.00 | 1.56 | 21,518.64 | 1.78 | 24,553.32 | 1.78 | 24,553.32 |
| 722-01 | project site laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 13,500.00 | 13,500.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 20 | SQYD | 65.00 | 1,300.00 | 145.00 | 2,900.00 | 200.00 | 4,000.00 | 250.00 | 5,000.00 |
| 726-01 | bedding material | 24.0 | CUYD | 75.00 | 1,800.00 | 75.00 | 1,800.00 | 80.00 | 1,920.00 | 84.00 | 2,016.00 |
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 35,000.00 | 35,000.00 | 9,000.00 | 9,000.00 | 50,000.00 | 50,000.00 |
| 729-16-B | object marker assembly (type 2) | 18 | EACH | 55.00 | 990.00 | 65.00 | 1,170.00 | 60.00 | 1,080.00 | 62.00 | 1,116.00 |
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 65.00 | 780.00 | 70.00 | 840.00 | 78.00 | 936.00 | 72.00 | 864.00 |
| 731-02 | reflectorized raised pavement markers | 566 | EACH | 4.50 | 2,547.00 | 5.00 | 2,830.00 | 5.00 | 2,830.00 | 5.00 | 2,830.00 |
| 732-01-E | plastic pavement striping (24" width) | 14 | LNFT | 2.40 | 33.60 | 2.75 | 38.50 | 3.00 | 42.00 | 2.67 | 37.38 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.714 | MILE | 2,000.00 | 25,428.00 | 1,900.00 | 24,156.60 | 1,900.00 | 24,156.60 | 1,950.00 | 24,792.30 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.308 | MILE | 1,000.00 | 3,308.00 | 700.00 | 2,315.60 | 750.00 | 2,481.00 | 723.00 | 2,391.68 |
| 735-01 | mailboxes | 21 | EACH | 1.00 | 21.00 | 25.00 | 525.00 | 2.00 | 42.00 | 15.00 | 315.00 |
| 735-02 | mailbox supports (single) | 11 | EACH | 170.00 | 1,870.00 | 150.00 | 1,650.00 | 175.00 | 1,925.00 | 150.00 | 1,650.00 |
| 735-03 | mailbox supports (double) | 4 | EACH | 175.00 | 700.00 | 250.00 | 1,000.00 | 180.00 | 720.00 | 210.00 | 840.00 |
| 735-04 | mailbox supports (multiple) | 2 | EACH | 325.00 | 650.00 | 400.00 | 800.00 | 400.00 | 800.00 | 350.00 | 700.00 |
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 200.00 | 200.00 | 10,000.00 | 10,000.00 |
| S-001 | cement treated base course (12 in depth) | 48,839 | SQYD | 4.55 | 222,217.45 | 4.50 | 219,775.50 | 4.63 | 226,124.57 | 5.11 | 249,567.29 |
| CONTRACTOR TOTAL | 1,220,770.18 | 1,223,607.76 | 1,234,808.61 | 1,261,278.96 | |||||||