| |||
| Lead Project: 820-29-0003 | |||
| Parish: EVANGELINE | |||
| Routes: LA 1161 | |||
| Description: JCT. LA 104 - JCT. LA 29 | |||
| Type Const:
cold planing asphaltic concrete, lime treatment, in-place cement stabilized base course, asphaltic surface treatment, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $4,341,099.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $4,174,260.17 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,240,019.90 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $4,436,838.85 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,908,578.68 |
| 5 | 04089 | H & S CONSTRUCTION CO., INC. | $4,995,789.74 |
| 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 | ||||
| 202-02-D | removal of concrete walks & drives | 300 | SQYD | 20.00 | 6,000.00 | 16.00 | 4,800.00 | 30.00 | 9,000.00 | 23.00 | 6,900.00 |
| 203-07 | borrow (vehicular measurement) | 900 | CUYD | 12.00 | 10,800.00 | 21.00 | 18,900.00 | 12.00 | 10,800.00 | 23.00 | 20,700.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 12.00 | 6,000.00 | 21.00 | 10,500.00 | 12.00 | 6,000.00 | 27.00 | 13,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 90 | EACH | 200.00 | 18,000.00 | 160.00 | 14,400.00 | 250.00 | 22,500.00 | 225.00 | 20,250.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 113,050 | SQYD | 9.00 | 1,017,450.00 | 9.00 | 1,017,450.00 | 9.25 | 1,045,712.50 | 12.00 | 1,356,600.00 |
| 303-02 | removal of existing patches | 500 | SQYD | 15.00 | 7,500.00 | 5.00 | 2,500.00 | 18.00 | 9,000.00 | 25.00 | 12,500.00 |
| 304-05 | lime treatment (type e) | 250.00 | TON | 425.00 | 106,250.00 | 300.00 | 75,000.00 | 450.00 | 112,500.00 | 435.00 | 108,750.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
150 | CUYD | 100.00 | 15,000.00 | 120.00 | 18,000.00 | 80.00 | 12,000.00 | 94.00 | 14,100.00 |
| 502-01 | superpave asphaltic concrete | 20,798.5 | TON | 95.00 | 1,975,857.50 | 85.00 | 1,767,872.50 | 96.00 | 1,996,656.00 | 83.25 | 1,731,475.13 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
890.0 | TON | 70.00 | 62,300.00 | 140.00 | 124,600.00 | 70.00 | 62,300.00 | 175.00 | 155,750.00 |
| 507-01 | asphaltic material | 73,470 | GAL | 2.30 | 168,981.00 | 2.50 | 183,675.00 | 2.50 | 183,675.00 | 2.50 | 183,675.00 |
| 507-02-B | aggregate (s2) | 108,044 | SQYD | 1.15 | 124,250.60 | 1.30 | 140,457.20 | 1.20 | 129,652.80 | 1.25 | 135,055.00 |
| 507-02-C | aggregate (s3) | 108,044 | SQYD | 0.92 | 99,400.48 | 1.00 | 108,044.00 | 1.00 | 108,044.00 | 1.00 | 108,044.00 |
| 509-01 | cold planing asphaltic pavement | 84,251 | SQYD | 0.98 | 82,565.98 | 1.00 | 84,251.00 | 0.48 | 40,440.48 | 2.50 | 210,627.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,388 | CUYD | 0.01 | - 43.88 | 0.10 | - 438.80 | 0.01 | - 43.88 | 0.10 | - 438.80 |
| 510-01-C | pavement patching (10" minimum thickness) | 120 | SQYD | 150.00 | 18,000.00 | 200.00 | 24,000.00 | 150.00 | 18,000.00 | 135.00 | 16,200.00 |
| 701-05-P-01 | side drain pipe (54" cmp)(erosion) | 130 | LNFT | 140.00 | 18,200.00 | 175.00 | 22,750.00 | 150.00 | 19,500.00 | 200.00 | 26,000.00 |
| 701-08 | relaying pipe | 16 | LNFT | 180.00 | 2,880.00 | 70.00 | 1,120.00 | 150.00 | 2,400.00 | 200.00 | 3,200.00 |
| 701-15 | concrete collar | 2 | EACH | 1,000.00 | 2,000.00 | 900.00 | 1,800.00 | 600.00 | 1,200.00 | 1,300.00 | 2,600.00 |
| 706-02-A | concrete drive (4" thick) | 15.0 | SQYD | 200.00 | 3,000.00 | 180.00 | 2,700.00 | 150.00 | 2,250.00 | 100.00 | 1,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.242 | MILE | 400.00 | 5,696.80 | 200.00 | 2,848.40 | 400.00 | 5,696.80 | 150.00 | 2,136.30 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.827 | MILE | 275.00 | 2,977.43 | 1.00 | 10.83 | 1.00 | 10.83 | 300.00 | 3,248.10 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 42.365 | MILE | 495.00 | 20,970.68 | 1.00 | 42.37 | 1.00 | 42.37 | 550.00 | 23,300.75 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,881 | EACH | 1.50 | 2,821.50 | 2.00 | 3,762.00 | 2.00 | 3,762.00 | 1.75 | 3,291.75 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 | 17,500.00 | 17,500.00 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 175,000.00 | 175,000.00 | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 |
| 729-16-B | object marker assembly (type 2) | 52 | EACH | 60.00 | 3,120.00 | 55.00 | 2,860.00 | 60.00 | 3,120.00 | 55.00 | 2,860.00 |
| 731-02 | reflectorized raised pavement markers | 941 | EACH | 4.90 | 4,610.90 | 5.50 | 5,175.50 | 5.00 | 4,705.00 | 5.00 | 4,705.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.183 | MILE | 2,350.00 | 49,780.05 | 2,600.00 | 55,075.80 | 2,500.00 | 52,957.50 | 2,500.00 | 52,957.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.413 | MILE | 625.00 | 3,383.13 | 700.00 | 3,789.10 | 650.00 | 3,518.45 | 650.00 | 3,518.45 |
| 735-01 | mailboxes | 73 | EACH | 1.00 | 73.00 | 10.00 | 730.00 | 1.00 | 73.00 | 1.00 | 73.00 |
| 735-02 | mailbox supports (single) | 57 | EACH | 115.00 | 6,555.00 | 110.00 | 6,270.00 | 125.00 | 7,125.00 | 100.00 | 5,700.00 |
| 735-03 | mailbox supports (double) | 7 | EACH | 165.00 | 1,155.00 | 135.00 | 945.00 | 200.00 | 1,400.00 | 125.00 | 875.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 325.00 | 325.00 | 230.00 | 230.00 | 400.00 | 400.00 | 225.00 | 225.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 1.00 | 1.00 | 20,000.00 | 20,000.00 |
| S-001 | cement treatment (12" thick) | 40,000.0 | SQYD | 5.65 | 226,000.00 | 5.35 | 214,000.00 | 5.90 | 236,000.00 | 6.60 | 264,000.00 |
| S-002 | full depth sawcutting of existing portland cement concrete drives |
3,200 | INFT | 2.00 | 6,400.00 | 2.00 | 6,400.00 | 1.70 | 5,440.00 | 2.25 | 7,200.00 |
| S-003 | selected clearing | lump | LUMP | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | 39,500.00 | 39,500.00 |
| S-004 | reshaping ditch | lump | LUMP | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 |
| CONTRACTOR TOTAL | 4,174,260.17 | 4,240,019.90 | 4,436,838.85 | 4,908,578.68 | |||||||
| 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 | 300 | SQYD | 15.00 | 4,500.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 900 | CUYD | 20.00 | 18,000.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 20.00 | 10,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 90 | EACH | 150.00 | 13,500.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 113,050 | SQYD | 9.50 | 1,073,975.00 | ||||||
| 303-02 | removal of existing patches | 500 | SQYD | 25.00 | 12,500.00 | ||||||
| 304-05 | lime treatment (type e) | 250.00 | TON | 350.00 | 87,500.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
150 | CUYD | 75.00 | 11,250.00 | ||||||
| 502-01 | superpave asphaltic concrete | 20,798.5 | TON | 99.75 | 2,074,650.38 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
890.0 | TON | 126.00 | 112,140.00 | ||||||
| 507-01 | asphaltic material | 73,470 | GAL | 3.00 | 220,410.00 | ||||||
| 507-02-B | aggregate (s2) | 108,044 | SQYD | 1.95 | 210,685.80 | ||||||
| 507-02-C | aggregate (s3) | 108,044 | SQYD | 1.75 | 189,077.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 84,251 | SQYD | 2.00 | 168,502.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,388 | CUYD | 0.01 | - 43.88 | ||||||
| 510-01-C | pavement patching (10" minimum thickness) | 120 | SQYD | 125.00 | 15,000.00 | ||||||
| 701-05-P-01 | side drain pipe (54" cmp)(erosion) | 130 | LNFT | 225.00 | 29,250.00 | ||||||
| 701-08 | relaying pipe | 16 | LNFT | 180.00 | 2,880.00 | ||||||
| 701-15 | concrete collar | 2 | EACH | 750.00 | 1,500.00 | ||||||
| 706-02-A | concrete drive (4" thick) | 15.0 | SQYD | 190.00 | 2,850.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.242 | MILE | 550.00 | 7,833.10 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.827 | MILE | 328.00 | 3,551.26 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 42.365 | MILE | 589.00 | 24,952.99 | ||||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,881 | EACH | 2.25 | 4,232.25 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 350,000.00 | 350,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 52 | EACH | 72.00 | 3,744.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 941 | EACH | 5.90 | 5,551.90 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.183 | MILE | 3,000.00 | 63,549.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.413 | MILE | 745.00 | 4,032.69 | ||||||
| 735-01 | mailboxes | 73 | EACH | 1.25 | 91.25 | ||||||
| 735-02 | mailbox supports (single) | 57 | EACH | 137.00 | 7,809.00 | ||||||
| 735-03 | mailbox supports (double) | 7 | EACH | 197.00 | 1,379.00 | ||||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 387.00 | 387.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | ||||||
| S-001 | cement treatment (12" thick) | 40,000.0 | SQYD | 4.25 | 170,000.00 | ||||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
3,200 | INFT | 1.50 | 4,800.00 | ||||||
| S-003 | selected clearing | lump | LUMP | 12,000.00 | 12,000.00 | ||||||
| S-004 | reshaping ditch | lump | LUMP | 5,750.00 | 5,750.00 | ||||||
| CONTRACTOR TOTAL | 4,995,789.74 | ||||||||||