| |||
| Lead Project: 850-05-0005 | |||
| Parish: ST MARTIN | |||
| Routes: LA 341, LA 354 | |||
| Description: LA HWY 31 - LA HWY 31 | |||
| Type Const:
grading, in-place cement stabilized bc, cold planing asphaltic pavement, superpave asphaltic concrete overlay and related work | |||
| Estimated Construction Cost: $2,839,641.82 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $2,527,319.12 |
| 2 | 13086 | M. MATT DURAND, LLC | $2,583,445.00 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $2,651,493.98 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $2,912,962.25 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,186,248.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - M. MATT DURAND, LLC |
- 3 - W. E. MCDONALD & SON, LLC. |
- 4 - PRAIRIE CONTRACTORS INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 100 | SQYD | 25.00 | 2,500.00 | 12.00 | 1,200.00 | 20.00 | 2,000.00 | 25.00 | 2,500.00 |
| 203-07 | borrow (vehicular measurement) | 4,440 | CUYD | 1.00 | 4,440.00 | 10.00 | 44,400.00 | 1.00 | 4,440.00 | 1.00 | 4,440.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 250 | CUYD | 1.00 | 250.00 | 11.00 | 2,750.00 | 1.00 | 250.00 | 1.00 | 250.00 |
| 204-02 | temporary hay or straw bales | 30 | EACH | 20.00 | 600.00 | 20.00 | 600.00 | 15.00 | 450.00 | 200.00 | 6,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 25 | EACH | 115.00 | 2,875.00 | 110.00 | 2,750.00 | 200.00 | 5,000.00 | 200.00 | 5,000.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 60,478 | SQYD | 4.96 | 299,970.88 | 5.80 | 350,772.40 | 6.00 | 362,868.00 | 6.00 | 362,868.00 |
| 303-02 | removal of existing patches | 100 | SQYD | 20.00 | 2,000.00 | 15.70 | 1,570.00 | 15.00 | 1,500.00 | 30.00 | 3,000.00 |
| 304-05 | lime treatment (type e) | 447.96 | TON | 410.00 | 183,663.60 | 360.00 | 161,265.60 | 425.00 | 190,383.00 | 400.00 | 179,184.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,344 | CUYD | 50.00 | 117,200.00 | 77.20 | 180,956.80 | 35.00 | 82,040.00 | 76.25 | 178,730.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 60.00 | 3,000.00 | 60.00 | 3,000.00 | 100.00 | 5,000.00 | 76.25 | 3,812.50 |
| 502-01 | superpave asphaltic concrete | 12,970.6 | TON | 78.00 | 1,011,706.80 | 79.50 | 1,031,162.70 | 87.00 | 1,128,442.20 | 85.00 | 1,102,501.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
971.9 | TON | 120.00 | 116,628.00 | 95.00 | 92,330.50 | 115.00 | 111,768.50 | 125.00 | 121,487.50 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 40,091 | GAL | 4.00 | 160,364.00 | 2.65 | 106,241.15 | 2.25 | 90,204.75 | 3.00 | 120,273.00 |
| 507-02-B | aggregate (s2) | 58,957 | SQYD | 1.30 | 76,644.10 | 1.00 | 58,957.00 | 1.25 | 73,696.25 | 1.50 | 88,435.50 |
| 507-02-C | aggregate (s3) | 58,957 | SQYD | 1.30 | 76,644.10 | 0.80 | 47,165.60 | 1.00 | 58,957.00 | 1.00 | 58,957.00 |
| 509-01 | cold planing asphaltic pavement | 51,250 | SQYD | 3.40 | 174,250.00 | 4.10 | 210,125.00 | 5.00 | 256,250.00 | 5.75 | 294,687.50 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 225.00 | 1,800.00 | 160.00 | 1,280.00 | 500.00 | 4,000.00 | 400.00 | 3,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.573 | MILE | 460.00 | 5,783.58 | 350.00 | 4,400.55 | 400.00 | 5,029.20 | 400.00 | 5,029.20 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.433 | MILE | 358.00 | 871.01 | 400.00 | 973.20 | 250.00 | 608.25 | 0.01 | 0.02 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.333 | MILE | 655.00 | 8,733.12 | 700.00 | 9,333.10 | 550.00 | 7,333.15 | 0.01 | 0.13 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,800.00 | 8,800.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 |
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 80,000.00 | 80,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 |
| 729-16-B | object marker assembly (type 2) | 38 | EACH | 50.00 | 1,900.00 | 55.00 | 2,090.00 | 75.00 | 2,850.00 | 70.00 | 2,660.00 |
| 731-02 | reflectorized raised pavement markers | 556 | EACH | 5.75 | 3,197.00 | 6.00 | 3,336.00 | 5.00 | 2,780.00 | 7.00 | 3,892.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.333 | MILE | 2,850.00 | 37,999.05 | 3,000.00 | 39,999.00 | 2,275.00 | 30,332.58 | 2,500.00 | 33,332.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.433 | MILE | 760.00 | 1,849.08 | 800.00 | 1,946.40 | 700.00 | 1,703.10 | 800.00 | 1,946.40 |
| 735-01 | mailboxes | 78 | EACH | 1.10 | 85.80 | 60.00 | 4,680.00 | 1.00 | 78.00 | 2.00 | 156.00 |
| 735-02 | mailbox supports (single) | 50 | EACH | 116.00 | 5,800.00 | 250.00 | 12,500.00 | 125.00 | 6,250.00 | 150.00 | 7,500.00 |
| 735-03 | mailbox supports (double) | 10 | EACH | 176.00 | 1,760.00 | 350.00 | 3,500.00 | 175.00 | 1,750.00 | 200.00 | 2,000.00 |
| 735-04 | mailbox supports (multiple) | 2 | EACH | 352.00 | 704.00 | 500.00 | 1,000.00 | 325.00 | 650.00 | 400.00 | 800.00 |
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 41,000.00 | 41,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| S-002 | full depth sawcutting of existing portland cement concrete drives |
1,440 | INFT | 1.25 | 1,800.00 | 1.50 | 2,160.00 | 2.00 | 2,880.00 | 3.00 | 4,320.00 |
| CONTRACTOR TOTAL | 2,527,319.12 | 2,583,445.00 | 2,651,493.98 | 2,912,962.25 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - 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 | 100 | SQYD | 17.00 | 1,700.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 4,440 | CUYD | 22.00 | 97,680.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 250 | CUYD | 22.00 | 5,500.00 | ||||||
| 204-02 | temporary hay or straw bales | 30 | EACH | 20.00 | 600.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 25 | EACH | 200.00 | 5,000.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 60,478 | SQYD | 7.50 | 453,585.00 | ||||||
| 303-02 | removal of existing patches | 100 | SQYD | 5.00 | 500.00 | ||||||
| 304-05 | lime treatment (type e) | 447.96 | TON | 255.00 | 114,229.80 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,344 | CUYD | 92.00 | 215,648.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 60.00 | 3,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 12,970.6 | TON | 92.00 | 1,193,295.20 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
971.9 | TON | 150.00 | 145,785.00 | ||||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 40,091 | GAL | 2.40 | 96,218.40 | ||||||
| 507-02-B | aggregate (s2) | 58,957 | SQYD | 1.30 | 76,644.10 | ||||||
| 507-02-C | aggregate (s3) | 58,957 | SQYD | 1.30 | 76,644.10 | ||||||
| 509-01 | cold planing asphaltic pavement | 51,250 | SQYD | 4.50 | 230,625.00 | ||||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 350.00 | 2,800.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.573 | MILE | 450.00 | 5,657.85 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.433 | MILE | 350.00 | 851.55 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.333 | MILE | 700.00 | 9,333.10 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 38 | EACH | 50.00 | 1,900.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 556 | EACH | 6.00 | 3,336.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.333 | MILE | 3,000.00 | 39,999.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.433 | MILE | 800.00 | 1,946.40 | ||||||
| 735-01 | mailboxes | 78 | EACH | 75.00 | 5,850.00 | ||||||
| 735-02 | mailbox supports (single) | 50 | EACH | 120.00 | 6,000.00 | ||||||
| 735-03 | mailbox supports (double) | 10 | EACH | 190.00 | 1,900.00 | ||||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 350.00 | 700.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
1,440 | INFT | 3.00 | 4,320.00 | ||||||
| CONTRACTOR TOTAL | 3,186,248.50 | ||||||||||