| |||
| Lead Project: 123-04-0021 | |||
| Parish: WINN | |||
| Routes: LA 34 | |||
| Description: JCT. LA 3136 - 6.7 MILES NORTH | |||
| Type Const:
grading, cold planing asphaltic concrete pavement, lime trea tment,cement treated base course,pavement patching,superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $3,146,417.31 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,771,345.54 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,908,725.37 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,262,696.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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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 | 2,000.00 | 2,000.00 | 1,600.00 | 1,600.00 | 15,000.00 | 15,000.00 | ||
| 203-07 | borrow (vehicular measurement) | 5,964 | CUYD | 12.35 | 73,655.40 | 13.50 | 80,514.00 | 16.00 | 95,424.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 923 | CUYD | 12.00 | 11,076.00 | 11.00 | 10,153.00 | 16.00 | 14,768.00 | ||
| 304-01 | lime | 487.19 | TON | 140.00 | 68,206.60 | 169.00 | 82,335.11 | 150.00 | 73,078.50 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 30,933 | SQYD | 2.00 | 61,866.00 | 2.50 | 77,332.50 | 1.25 | 38,666.25 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 31,149 | SQYD | 7.50 | 233,617.50 | 6.90 | 214,928.10 | 8.00 | 249,192.00 | ||
| 308-02 | removal of existing patches | 350 | SQYD | 10.00 | 3,500.00 | 18.00 | 6,300.00 | 25.00 | 8,750.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4,403 | CUYD | 56.50 | 248,769.50 | 16.00 | 70,448.00 | 58.00 | 255,374.00 | ||
| 502-01 | superpave asphaltic concrete | 20,693.4 | TON | 70.00 | 1,448,538.00 | 77.50 | 1,603,738.50 | 80.00 | 1,655,472.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
491.6 | TON | 40.00 | 19,664.00 | 159.00 | 78,164.40 | 200.00 | 98,320.00 | ||
| 507-01-A | asphaltic material (crs-2p cold applied emulsion) | 42,644 | GAL | 2.41 | 102,772.04 | 2.65 | 113,006.60 | 2.50 | 106,610.00 | ||
| 507-02-B | aggregate (s2) | 62,712 | SQYD | 1.19 | 74,627.28 | 1.25 | 78,390.00 | 1.15 | 72,118.80 | ||
| 507-02-C | aggregate (s3) | 62,712 | SQYD | 1.06 | 66,474.72 | 1.00 | 62,712.00 | 0.90 | 56,440.80 | ||
| 509-01 | cold planing asphaltic pavement | 27,290 | SQYD | 1.80 | 49,122.00 | 1.80 | 49,122.00 | 2.25 | 61,402.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,960 | CUYD | 0.10 | - 296.00 | 0.10 | - 296.00 | 0.01 | - 29.60 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 625 | SQYD | 63.25 | 39,531.25 | 95.00 | 59,375.00 | 100.00 | 62,500.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 24 | LNFT | 180.00 | 4,320.00 | 200.00 | 4,800.00 | 260.00 | 6,240.00 | ||
| 701-15 | concrete collar | 2 | EACH | 700.00 | 1,400.00 | 747.00 | 1,494.00 | 1,200.00 | 2,400.00 | ||
| 712-02 | sacked concrete revetment | 200 | SQYD | 70.00 | 14,000.00 | 78.00 | 15,600.00 | 85.00 | 17,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 67,000.00 | 67,000.00 | 15,500.00 | 15,500.00 | 10,000.00 | 10,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.846 | MILE | 325.00 | 6,124.95 | 135.00 | 2,544.21 | 350.00 | 6,596.10 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.559 | MILE | 1.00 | 8.56 | 305.00 | 2,610.50 | 1.00 | 8.56 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 63.340 | MILE | 1.00 | 63.34 | 595.00 | 37,687.30 | 1.00 | 63.34 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,176 | EACH | 1.25 | 1,470.00 | 1.75 | 2,058.00 | 1.50 | 1,764.00 | ||
| 716-01-A | mulch (vegetative) | 13.0 | TON | 600.00 | 7,800.00 | 339.00 | 4,407.00 | 350.00 | 4,550.00 | ||
| 717-01 | seeding | 195 | LB | 8.00 | 1,560.00 | 8.62 | 1,680.90 | 10.00 | 1,950.00 | ||
| 718-01 | fertilizer | 6,484 | LB | 0.50 | 3,242.00 | 0.42 | 2,723.28 | 0.45 | 2,917.80 | ||
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 726-01 | bedding material | 7.6 | CUYD | 100.00 | 760.00 | 90.00 | 684.00 | 115.00 | 874.00 | ||
| 727-01 | mobilization | lump | LUMP | 67,000.00 | 67,000.00 | 125,000.00 | 125,000.00 | 165,000.00 | 165,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 84.00 | 336.00 | 70.00 | 280.00 | ||
| 731-02 | reflectorized raised pavement markers | 881 | EACH | 4.50 | 3,964.50 | 5.00 | 4,405.00 | 6.00 | 5,286.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 48 | LNFT | 3.00 | 144.00 | 3.25 | 156.00 | 3.60 | 172.80 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 20.924 | MILE | 2,300.00 | 48,125.20 | 2,400.00 | 50,217.60 | 3,000.00 | 62,772.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.281 | MILE | 700.00 | 2,996.70 | 754.00 | 3,227.87 | 800.00 | 3,424.80 | ||
| 735-01 | mailboxes | 7 | EACH | 1.00 | 7.00 | 1.00 | 7.00 | 5.00 | 35.00 | ||
| 735-02 | mailbox supports (single) | 5 | EACH | 185.00 | 925.00 | 185.00 | 925.00 | 175.00 | 875.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 195.00 | 390.00 | 195.00 | 390.00 | 300.00 | 600.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,500.00 | 15,500.00 | 15,000.00 | 15,000.00 | ||
| 805-12-Y-01 | reinforced concrete box culverts (3'x 3')(extension) | 22.3 | LNFT | 800.00 | 17,840.00 | 445.00 | 9,923.50 | 1,000.00 | 22,300.00 | ||
| S-002 | general excavation (vehicular measurement) | 100 | CUYD | 10.00 | 1,000.00 | 18.25 | 1,825.00 | 45.00 | 4,500.00 | ||
| S-003 | saw cutting | 18,000 | INFT | 0.01 | 180.00 | 0.40 | 7,200.00 | 2.50 | 45,000.00 | ||
| CONTRACTOR TOTAL | 2,771,345.54 | 2,908,725.37 | 3,262,696.65 | ||||||||