| |||
| Lead Project: 386-03-0006 | |||
| Parish: ACADIA, ST LANDRY | |||
| Routes: LA 367 | |||
| Description: LA 367 ST. LANDRY PARISH LINE TO JCT. US 190 | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching. in-place cement stabilized base course, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $3,012,676.12 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,895,213.91 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,918,361.48 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $2,943,379.68 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $3,011,178.40 |
| 5 | 04089 | H & S CONSTRUCTION CO., INC. | $3,626,339.02 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - W. E. MCDONALD & SON, LLC. |
- 4 - PRAIRIE CONTRACTORS 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 | 95 | SQYD | 20.00 | 1,900.00 | 50.00 | 4,750.00 | 25.00 | 2,375.00 | 50.00 | 4,750.00 |
| 203-07 | borrow (vehicular measurement) | 710 | CUYD | 19.50 | 13,845.00 | 26.00 | 18,460.00 | 18.00 | 12,780.00 | 20.00 | 14,200.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 653 | CUYD | 18.00 | 11,754.00 | 22.00 | 14,366.00 | 18.00 | 11,754.00 | 20.00 | 13,060.00 |
| 204-05-A | temporary sediment check dams (hay) | 39 | EACH | 250.00 | 9,750.00 | 180.00 | 7,020.00 | 1.00 | 39.00 | 300.00 | 11,700.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 75,041 | SQYD | 7.00 | 525,287.00 | 5.35 | 401,469.35 | 6.45 | 484,014.45 | 6.00 | 450,246.00 |
| 303-02 | removal of existing patches | 1,596 | SQYD | 4.00 | 6,384.00 | 20.00 | 31,920.00 | 5.00 | 7,980.00 | 1.00 | 1,596.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,911 | CUYD | 40.00 | 116,440.00 | 23.00 | 66,953.00 | 19.00 | 55,309.00 | 19.00 | 55,309.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 85.00 | 8,500.00 | 43.00 | 4,300.00 | 50.00 | 5,000.00 | 150.00 | 15,000.00 |
| 502-01 | superpave asphaltic concrete | 14,150.5 | TON | 90.00 | 1,273,545.00 | 96.00 | 1,358,448.00 | 98.00 | 1,386,749.00 | 106.25 | 1,503,490.63 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,094.2 | TON | 125.00 | 136,775.00 | 160.00 | 175,072.00 | 150.00 | 164,130.00 | 150.00 | 164,130.00 |
| 507-01 | asphaltic material (type e) | 49,986 | GAL | 3.75 | 187,447.50 | 3.50 | 174,951.00 | 3.25 | 162,454.50 | 3.50 | 174,951.00 |
| 507-02-B | aggregate (s2) | 73,509 | SQYD | 1.35 | 99,237.15 | 1.30 | 95,561.70 | 1.21 | 88,945.89 | 1.25 | 91,886.25 |
| 507-02-C | aggregate (s3) | 73,509 | SQYD | 1.20 | 88,210.80 | 1.15 | 84,535.35 | 1.05 | 77,184.45 | 1.10 | 80,859.90 |
| 509-01 | cold planing asphaltic pavement | 66,970 | SQYD | 1.28 | 85,721.60 | 1.35 | 90,409.50 | 2.00 | 133,940.00 | 0.25 | 16,742.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,278 | CUYD | 0.10 | - 327.80 | 0.10 | - 327.80 | 0.01 | - 32.78 | 0.01 | - 32.78 |
| 510-01-B | pavement patching (12" minimum thickness) | 54 | SQYD | 200.00 | 10,800.00 | 200.00 | 10,800.00 | 175.00 | 9,450.00 | 150.00 | 8,100.00 |
| 706-02-A | concrete drive (4" thick) | 39.1 | SQYD | 80.00 | 3,128.00 | 96.00 | 3,753.60 | 260.00 | 10,166.00 | 105.00 | 4,105.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 5,990.00 | 5,990.00 | 60,000.00 | 60,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 24 | LNFT | 1.00 | 24.00 | 0.65 | 15.60 | 0.90 | 21.60 | 0.01 | 0.24 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.228 | MILE | 350.00 | 3,579.80 | 130.00 | 1,329.64 | 400.00 | 4,091.20 | 400.00 | 4,091.20 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.100 | MILE | 10.00 | 71.00 | 320.00 | 2,272.00 | 325.00 | 2,307.50 | 1.00 | 7.10 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 26.841 | MILE | 10.00 | 268.41 | 640.00 | 17,178.24 | 585.00 | 15,701.99 | 1.00 | 26.84 |
| 713-06 | temporary reflectorized raised pavement markers | 677 | EACH | 5.50 | 3,723.50 | 5.00 | 3,385.00 | 0.01 | 6.77 | 0.01 | 6.77 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,425 | EACH | 1.10 | 1,567.50 | 1.65 | 2,351.25 | 0.01 | 14.25 | 1.50 | 2,137.50 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 9,500.00 | 9,500.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 727-01 | mobilization | lump | LUMP | 125,000.00 | 125,000.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | 190,000.00 | 190,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 55.00 | 220.00 | 150.00 | 600.00 | 60.00 | 240.00 |
| 731-02 | reflectorized raised pavement markers | 677 | EACH | 5.50 | 3,723.50 | 5.00 | 3,385.00 | 4.90 | 3,317.30 | 5.00 | 3,385.00 |
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 4.40 | 52.80 | 3.25 | 39.00 | 3.95 | 47.40 | 3.00 | 36.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.421 | MILE | 2,800.00 | 37,578.80 | 2,600.00 | 34,894.60 | 2,410.00 | 32,344.61 | 3,000.00 | 40,263.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.550 | MILE | 800.00 | 2,840.00 | 750.00 | 2,662.50 | 680.00 | 2,414.00 | 700.00 | 2,485.00 |
| 735-01 | mailboxes | 38 | EACH | 1.20 | 45.60 | 1.00 | 38.00 | 1.00 | 38.00 | 1.00 | 38.00 |
| 735-02 | mailbox supports (single) | 57 | EACH | 115.00 | 6,555.00 | 115.00 | 6,555.00 | 125.00 | 7,125.00 | 125.00 | 7,125.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 150.00 | 150.00 | 135.00 | 135.00 | 175.00 | 175.00 | 200.00 | 200.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 250.00 | 250.00 | 250.00 | 250.00 | 325.00 | 325.00 | 300.00 | 300.00 |
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 |
| S-001 | cement treatment (10" thick) | 14,848.5 | SQYD | 5.50 | 81,666.75 | 6.70 | 99,484.95 | 5.97 | 88,645.55 | 5.50 | 81,666.75 |
| S-002 | full depth sawcutting of existing portland cement concrete drives |
992 | INFT | 2.50 | 2,480.00 | 3.25 | 3,224.00 | 3.00 | 2,976.00 | 3.00 | 2,976.00 |
| CONTRACTOR TOTAL | 2,895,213.91 | 2,918,361.48 | 2,943,379.68 | 3,011,178.40 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - 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 | 95 | SQYD | 28.00 | 2,660.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 710 | CUYD | 20.00 | 14,200.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 653 | CUYD | 20.00 | 13,060.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 39 | EACH | 250.00 | 9,750.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 75,041 | SQYD | 7.25 | 544,047.25 | ||||||
| 303-02 | removal of existing patches | 1,596 | SQYD | 25.00 | 39,900.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,911 | CUYD | 60.00 | 174,660.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 75.00 | 7,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 14,150.5 | TON | 105.00 | 1,485,802.50 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,094.2 | TON | 135.00 | 147,717.00 | ||||||
| 507-01 | asphaltic material (type e) | 49,986 | GAL | 3.60 | 179,949.60 | ||||||
| 507-02-B | aggregate (s2) | 73,509 | SQYD | 2.25 | 165,395.25 | ||||||
| 507-02-C | aggregate (s3) | 73,509 | SQYD | 1.75 | 128,640.75 | ||||||
| 509-01 | cold planing asphaltic pavement | 66,970 | SQYD | 2.50 | 167,425.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,278 | CUYD | 0.01 | - 32.78 | ||||||
| 510-01-B | pavement patching (12" minimum thickness) | 54 | SQYD | 140.00 | 7,560.00 | ||||||
| 706-02-A | concrete drive (4" thick) | 39.1 | SQYD | 190.00 | 7,429.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 24 | LNFT | 1.10 | 26.40 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.228 | MILE | 540.00 | 5,523.12 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.100 | MILE | 390.00 | 2,769.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 26.841 | MILE | 700.00 | 18,788.70 | ||||||
| 713-06 | temporary reflectorized raised pavement markers | 677 | EACH | 5.90 | 3,994.30 | ||||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,425 | EACH | 1.95 | 2,778.75 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,500.00 | 8,500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 275,000.00 | 275,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 677 | EACH | 5.90 | 3,994.30 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 4.75 | 57.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.421 | MILE | 2,875.00 | 38,585.38 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.550 | MILE | 810.00 | 2,875.50 | ||||||
| 735-01 | mailboxes | 38 | EACH | 1.25 | 47.50 | ||||||
| 735-02 | mailbox supports (single) | 57 | EACH | 120.00 | 6,840.00 | ||||||
| 735-03 | mailbox supports (double) | 1 | EACH | 155.00 | 155.00 | ||||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 270.00 | 270.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 9,500.00 | 9,500.00 | ||||||
| S-001 | cement treatment (10" thick) | 14,848.5 | SQYD | 5.00 | 74,242.50 | ||||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
992 | INFT | 1.50 | 1,488.00 | ||||||
| CONTRACTOR TOTAL | 3,626,339.02 | ||||||||||