| |||
| Lead Project: 820-03-0011 | |||
| Parish: EVANGELINE | |||
| Routes: LA 748 | |||
| Description: LA 1169 - ST. LANDRY PARISH LINE | |||
| Type Const:
cold planing asphaltic concrete pavement, pavement patching, in-place cement stabilized base course, asphaltic surface treatment, superpave asph. conc. overlay, and related work. | |||
| Estimated Construction Cost: $1,534,949.31 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,029,819.56 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $1,039,560.52 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,082,703.53 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,117,429.59 |
| 5 | 13086 | M. MATT DURAND, LLC | $1,193,083.45 |
| 6 | 04089 | H & S CONSTRUCTION CO., INC. | $1,498,931.54 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 20 | SQYD | 50.00 | 1,000.00 | 8.00 | 160.00 | 6.50 | 130.00 | 35.00 | 700.00 |
| 202-02-H | removal of guard rail | 345 | LNFT | 5.00 | 1,725.00 | 15.00 | 5,175.00 | 10.00 | 3,450.00 | 15.00 | 5,175.00 |
| 202-02-I | removal of existing drainage pipe | 248 | LNFT | 5.00 | 1,240.00 | 7.00 | 1,736.00 | 5.50 | 1,364.00 | 10.00 | 2,480.00 |
| 203-07 | borrow (vehicular measurement) | 200 | CUYD | 10.00 | 2,000.00 | 15.00 | 3,000.00 | 10.25 | 2,050.00 | 18.00 | 3,600.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 10.00 | 5,000.00 | 15.00 | 7,500.00 | 10.25 | 5,125.00 | 23.00 | 11,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 15 | EACH | 250.00 | 3,750.00 | 200.00 | 3,000.00 | 150.00 | 2,250.00 | 150.00 | 2,250.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 30,809 | SQYD | 5.20 | 160,206.80 | 5.19 | 159,898.71 | 5.25 | 161,747.25 | 6.50 | 200,258.50 |
| 303-02 | removal of existing patches | 250 | SQYD | 15.00 | 3,750.00 | 15.00 | 3,750.00 | 15.25 | 3,812.50 | 5.00 | 1,250.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
100 | CUYD | 50.00 | 5,000.00 | 75.00 | 7,500.00 | 52.00 | 5,200.00 | 100.00 | 10,000.00 |
| 502-01 | superpave asphaltic concrete | 5,490.6 | TON | 90.00 | 494,154.00 | 94.90 | 521,057.94 | 79.00 | 433,757.40 | 81.00 | 444,738.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
665.0 | TON | 70.00 | 46,550.00 | 30.00 | 19,950.00 | 140.00 | 93,100.00 | 120.00 | 79,800.00 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 19,836 | GAL | 3.75 | 74,385.00 | 1.63 | 32,332.68 | 4.20 | 83,311.20 | 3.20 | 63,475.20 |
| 507-02-B | aggregate (s2) | 29,171 | SQYD | 1.30 | 37,922.30 | 1.10 | 32,088.10 | 1.10 | 32,088.10 | 1.90 | 55,424.90 |
| 507-02-C | aggregate (s3) | 29,171 | SQYD | 1.30 | 37,922.30 | 1.10 | 32,088.10 | 1.10 | 32,088.10 | 1.40 | 40,839.40 |
| 509-01 | cold planing asphaltic pavement | 26,931 | SQYD | 0.50 | 13,465.50 | 2.25 | 60,594.75 | 2.30 | 61,941.30 | 1.00 | 26,931.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,244 | CUYD | 0.01 | - 22.44 | 0.01 | - 22.44 | 0.10 | - 224.40 | 0.01 | - 22.44 |
| 510-01-C | pavement patching (10" minimum thickness) | 45 | SQYD | 250.00 | 11,250.00 | 250.00 | 11,250.00 | 185.00 | 8,325.00 | 180.00 | 8,100.00 |
| 701-01-E | cross drain pipe (12" rcp) | 8 | LNFT | 200.00 | 1,600.00 | 70.00 | 560.00 | 62.00 | 496.00 | 280.00 | 2,240.00 |
| 701-05-K-01 | side drain pipe (30" cmp)(erosion) | 240 | LNFT | 35.00 | 8,400.00 | 100.00 | 24,000.00 | 85.00 | 20,400.00 | 75.00 | 18,000.00 |
| 701-15 | concrete collar | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 42.00 | 3,150.00 | 45.00 | 3,375.00 | 43.00 | 3,225.00 | 45.00 | 3,375.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 78.0 | LNFT | 62.00 | 4,836.00 | 66.00 | 5,148.00 | 64.00 | 4,992.00 | 65.00 | 5,070.00 |
| 704-03 | blocked out guard rail | 68.8 | LNFT | 22.00 | 1,513.60 | 25.00 | 1,720.00 | 23.00 | 1,582.40 | 24.00 | 1,651.20 |
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,100.00 | 2,100.00 | 2,300.00 | 2,300.00 | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 |
| 704-11-B | guard rail end treatment (tangent) | 3 | EACH | 2,500.00 | 7,500.00 | 2,600.00 | 7,800.00 | 2,600.00 | 7,800.00 | 2,500.00 | 7,500.00 |
| 706-02-A | concrete drive (4" thick) | 10.0 | SQYD | 125.00 | 1,250.00 | 80.00 | 800.00 | 72.00 | 720.00 | 200.00 | 2,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.870 | MILE | 300.00 | 1,461.00 | 400.00 | 1,948.00 | 150.00 | 730.50 | 350.00 | 1,704.50 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.528 | MILE | 300.00 | 1,058.40 | 0.01 | 0.04 | 1.00 | 3.53 | 150.00 | 529.20 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.953 | MILE | 600.00 | 8,371.80 | 0.01 | 0.14 | 1.00 | 13.95 | 425.00 | 5,930.03 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 645 | EACH | 2.00 | 1,290.00 | 0.50 | 322.50 | 1.00 | 645.00 | 2.00 | 1,290.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | 4,525.00 | 4,525.00 | 4,800.00 | 4,800.00 |
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 56,000.00 | 56,000.00 | 50,000.00 | 50,000.00 |
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 75.00 | 150.00 | 85.00 | 170.00 | 77.00 | 154.00 | 75.00 | 150.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 77.00 | 308.00 | 75.00 | 300.00 |
| 731-02 | reflectorized raised pavement markers | 325 | EACH | 4.50 | 1,462.50 | 5.00 | 1,625.00 | 4.75 | 1,543.75 | 5.50 | 1,787.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.976 | MILE | 2,500.00 | 17,440.00 | 2,800.00 | 19,532.80 | 2,550.00 | 17,788.80 | 2,600.00 | 18,137.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.764 | MILE | 700.00 | 1,234.80 | 800.00 | 1,411.20 | 725.00 | 1,278.90 | 850.00 | 1,499.40 |
| 735-01 | mailboxes | 53 | EACH | 1.00 | 53.00 | 8.00 | 424.00 | 6.25 | 331.25 | 5.00 | 265.00 |
| 735-02 | mailbox supports (single) | 44 | EACH | 125.00 | 5,500.00 | 100.00 | 4,400.00 | 100.00 | 4,400.00 | 100.00 | 4,400.00 |
| 735-03 | mailbox supports (double) | 3 | EACH | 175.00 | 525.00 | 200.00 | 600.00 | 180.00 | 540.00 | 175.00 | 525.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 325.00 | 325.00 | 300.00 | 300.00 | 285.00 | 285.00 | 275.00 | 275.00 |
| 740-01 | construction layout | lump | LUMP | 7,000.00 | 7,000.00 | 100.00 | 100.00 | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 |
| S-001 | saw cutting asphaltic concrete pavement | 500 | INFT | 2.00 | 1,000.00 | 1.25 | 625.00 | 2.85 | 1,425.00 | 3.00 | 1,500.00 |
| CONTRACTOR TOTAL | 1,029,819.56 | 1,039,560.52 | 1,082,703.53 | 1,117,429.59 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - M. MATT DURAND, LLC |
- 6 - H & S CONSTRUCTION CO., INC. |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 20 | SQYD | 18.00 | 360.00 | 61.42 | 1,228.40 | ||||
| 202-02-H | removal of guard rail | 345 | LNFT | 2.00 | 690.00 | 8.00 | 2,760.00 | ||||
| 202-02-I | removal of existing drainage pipe | 248 | LNFT | 8.00 | 1,984.00 | 28.00 | 6,944.00 | ||||
| 203-07 | borrow (vehicular measurement) | 200 | CUYD | 10.00 | 2,000.00 | 12.00 | 2,400.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 12.00 | 6,000.00 | 14.00 | 7,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 15 | EACH | 60.00 | 900.00 | 145.00 | 2,175.00 | ||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 30,809 | SQYD | 5.90 | 181,773.10 | 7.53 | 231,991.77 | ||||
| 303-02 | removal of existing patches | 250 | SQYD | 10.00 | 2,500.00 | 18.00 | 4,500.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
100 | CUYD | 36.50 | 3,650.00 | 95.00 | 9,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,490.6 | TON | 100.00 | 549,060.00 | 108.00 | 592,984.80 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
665.0 | TON | 130.00 | 86,450.00 | 150.00 | 99,750.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 19,836 | GAL | 3.50 | 69,426.00 | 3.22 | 63,871.92 | ||||
| 507-02-B | aggregate (s2) | 29,171 | SQYD | 2.10 | 61,259.10 | 2.12 | 61,842.52 | ||||
| 507-02-C | aggregate (s3) | 29,171 | SQYD | 1.50 | 43,756.50 | 1.54 | 44,923.34 | ||||
| 509-01 | cold planing asphaltic pavement | 26,931 | SQYD | 0.85 | 22,891.35 | 3.90 | 105,030.90 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,244 | CUYD | 0.12 | - 269.28 | 0.01 | - 22.44 | ||||
| 510-01-C | pavement patching (10" minimum thickness) | 45 | SQYD | 104.00 | 4,680.00 | 188.00 | 8,460.00 | ||||
| 701-01-E | cross drain pipe (12" rcp) | 8 | LNFT | 112.00 | 896.00 | 210.00 | 1,680.00 | ||||
| 701-05-K-01 | side drain pipe (30" cmp)(erosion) | 240 | LNFT | 61.00 | 14,640.00 | 89.00 | 21,360.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 1,800.00 | 1,800.00 | 2,700.00 | 2,700.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 65.00 | 4,875.00 | 46.20 | 3,465.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 78.0 | LNFT | 71.00 | 5,538.00 | 68.20 | 5,319.60 | ||||
| 704-03 | blocked out guard rail | 68.8 | LNFT | 26.00 | 1,788.80 | 24.20 | 1,664.96 | ||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,700.00 | 2,700.00 | 2,310.00 | 2,310.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 3 | EACH | 3,200.00 | 9,600.00 | 2,750.00 | 8,250.00 | ||||
| 706-02-A | concrete drive (4" thick) | 10.0 | SQYD | 104.00 | 1,040.00 | 179.00 | 1,790.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 19,500.00 | 19,500.00 | 45,500.00 | 45,500.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.870 | MILE | 450.00 | 2,191.50 | 850.00 | 4,139.50 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.528 | MILE | 530.00 | 1,869.84 | 363.00 | 1,280.66 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.953 | MILE | 700.00 | 9,767.10 | 797.50 | 11,127.52 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 645 | EACH | 2.40 | 1,548.00 | 1.20 | 774.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 9,000.00 | 9,000.00 | 6,500.00 | 6,500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 23,000.00 | 23,000.00 | 95,000.00 | 95,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 59.00 | 118.00 | 82.50 | 165.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 94.50 | 378.00 | 82.50 | 330.00 | ||||
| 731-02 | reflectorized raised pavement markers | 325 | EACH | 7.00 | 2,275.00 | 5.61 | 1,823.25 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.976 | MILE | 4,000.00 | 27,904.00 | 3,194.40 | 22,284.13 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.764 | MILE | 1,060.00 | 1,869.84 | 841.50 | 1,484.41 | ||||
| 735-01 | mailboxes | 53 | EACH | 1.20 | 63.60 | 1.10 | 58.30 | ||||
| 735-02 | mailbox supports (single) | 44 | EACH | 130.00 | 5,720.00 | 137.50 | 6,050.00 | ||||
| 735-03 | mailbox supports (double) | 3 | EACH | 165.00 | 495.00 | 192.50 | 577.50 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 295.00 | 295.00 | 357.50 | 357.50 | ||||
| 740-01 | construction layout | lump | LUMP | 6,500.00 | 6,500.00 | 6,850.00 | 6,850.00 | ||||
| S-001 | saw cutting asphaltic concrete pavement | 500 | INFT | 1.20 | 600.00 | 1.50 | 750.00 | ||||
| CONTRACTOR TOTAL | 1,193,083.45 | 1,498,931.54 | |||||||||