| |||
| Lead Project: 804-05-0010 | |||
| Parish: ASSUMPTION | |||
| Routes: LA 1016-1 | |||
| Description: LA 70 - 2.100 MILES EAST OF LA 70 & LA 70-END OF CONTROL | |||
| Type Const:
grading, cold planing asphaltic concrete, lime treatment, pavement patching, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $1,860,191.64 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,923,869.11 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $1,979,407.27 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,057,070.51 |
| 4 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,194,091.00 |
| 5 | 06487 | HUEY STOCKSTILL, INC. | $2,389,166.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - BARRIERE CONSTRUCTION CO., LLC |
- 3 - COASTAL BRIDGE CO., L.L.C. |
- 4 - BARBER BROS. CONTRACTING CO., L.L.C |
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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 | 121 | SQYD | 15.00 | 1,815.00 | 10.00 | 1,210.00 | 15.00 | 1,815.00 | 50.00 | 6,050.00 |
| 203-08 | borrow (vehicular measurement) | 500 | CUYD | 15.00 | 7,500.00 | 20.00 | 10,000.00 | 1.00 | 500.00 | 30.00 | 15,000.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 2,759 | CUYD | 10.00 | 27,590.00 | 5.00 | 13,795.00 | 1.00 | 2,759.00 | 20.00 | 55,180.00 |
| 204-05-A | temporary sediment check dams (hay) | 59 | EACH | 50.00 | 2,950.00 | 50.00 | 2,950.00 | 75.00 | 4,425.00 | 150.00 | 8,850.00 |
| 204-06 | temporary silt fencing | 2,081 | LNFT | 1.60 | 3,329.60 | 1.00 | 2,081.00 | 1.75 | 3,641.75 | 1.50 | 3,121.50 |
| 304-01 | lime | 20.82 | TON | 100.00 | 2,082.00 | 125.00 | 2,602.50 | 150.00 | 3,123.00 | 200.00 | 4,164.00 |
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 594 | SQYD | 5.00 | 2,970.00 | 3.00 | 1,782.00 | 2.00 | 1,188.00 | 5.00 | 2,970.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,188 | SQYD | 7.00 | 8,316.00 | 3.00 | 3,564.00 | 2.00 | 2,376.00 | 10.00 | 11,880.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 24,828 | SQYD | 7.00 | 173,796.00 | 9.50 | 235,866.00 | 6.90 | 171,313.20 | 9.00 | 223,452.00 |
| 308-02 | removal of existing patches | 500 | SQYD | 5.00 | 2,500.00 | 20.00 | 10,000.00 | 5.00 | 2,500.00 | 20.00 | 10,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,868 | CUYD | 5.00 | 14,340.00 | 60.00 | 172,080.00 | 5.00 | 14,340.00 | 70.00 | 200,760.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 20.00 | 10,000.00 | 40.00 | 20,000.00 | 1.00 | 500.00 | 50.00 | 25,000.00 |
| 502-01 | superpave asphaltic concrete | 10,491.9 | TON | 65.00 | 681,973.50 | 74.00 | 776,400.60 | 78.00 | 818,368.20 | 80.00 | 839,352.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,193.5 | TON | 120.00 | 263,220.00 | 74.00 | 162,319.00 | 5.00 | 10,967.50 | 100.00 | 219,350.00 |
| 509-01-A | cold planing asphaltic pavement (2" avg. depth) | 24,640 | SQYD | 1.00 | 24,640.00 | 2.50 | 61,600.00 | 2.00 | 49,280.00 | 2.50 | 61,600.00 |
| 509-01-B | cold planing asphaltic pavement (2" deep) | 21,589 | SQYD | 1.50 | 32,383.50 | 2.50 | 53,972.50 | 1.80 | 38,860.20 | 2.50 | 53,972.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,927 | CUYD | 0.01 | - 19.27 | 10.00 | - 19,270.00 | 0.01 | - 19.27 | 0.00 | 0.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 130,000.00 | 130,000.00 | 40,000.00 | 40,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 63 | LNFT | 0.50 | 31.50 | 0.10 | 6.30 | 1.00 | 63.00 | 2.00 | 126.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.964 | MILE | 500.00 | 2,982.00 | 55.00 | 328.02 | 400.00 | 2,385.60 | 450.00 | 2,683.80 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.964 | MILE | 10.00 | 59.64 | 0.10 | 0.60 | 275.00 | 1,640.10 | 350.00 | 2,087.40 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.464 | MILE | 10.00 | 234.64 | 0.10 | 2.35 | 425.00 | 9,972.20 | 500.00 | 11,732.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 2,860 | SQYD | 85.00 | 243,100.00 | 45.00 | 128,700.00 | 76.00 | 217,360.00 | 75.00 | 214,500.00 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 190,000.00 | 190,000.00 | 200,000.00 | 200,000.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 50.00 | 500.00 | 45.00 | 450.00 | 100.00 | 1,000.00 | 90.00 | 900.00 |
| 731-02 | reflectorized raised pavement markers | 522 | EACH | 7.00 | 3,654.00 | 5.00 | 2,610.00 | 5.20 | 2,714.40 | 7.00 | 3,654.00 |
| 732-01-E | plastic pavement striping (24" width) | 21 | LNFT | 5.00 | 105.00 | 3.00 | 63.00 | 3.25 | 68.25 | 5.00 | 105.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.048 | MILE | 3,000.00 | 27,144.00 | 2,500.00 | 22,620.00 | 2,510.00 | 22,710.48 | 2,850.00 | 25,786.80 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.988 | MILE | 1,000.00 | 1,988.00 | 800.00 | 1,590.40 | 800.00 | 1,590.40 | 1,000.00 | 1,988.00 |
| 740-01 | construction layout | lump | LUMP | 49,000.00 | 49,000.00 | 20,000.00 | 20,000.00 | 145,000.00 | 145,000.00 | 15,000.00 | 15,000.00 |
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 500.00 | 500.00 | 135,000.00 | 135,000.00 | 20,000.00 | 20,000.00 |
| S-001 | saw cutting driveways (6" deep) | 721 | LNFT | 4.00 | 2,884.00 | 4.00 | 2,884.00 | 8.50 | 6,128.50 | 6.00 | 4,326.00 |
| S-002 | saw cutting asphaltic concrete patches (12" deep) | 9,100 | LNFT | 8.00 | 72,800.00 | 2.00 | 18,200.00 | 5.00 | 45,500.00 | 5.00 | 45,500.00 |
| CONTRACTOR TOTAL | 1,923,869.11 | 1,979,407.27 | 2,057,070.51 | 2,194,091.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - HUEY STOCKSTILL, 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 | 121 | SQYD | 40.00 | 4,840.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 500 | CUYD | 34.00 | 17,000.00 | ||||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 2,759 | CUYD | 19.00 | 52,421.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 59 | EACH | 100.00 | 5,900.00 | ||||||
| 204-06 | temporary silt fencing | 2,081 | LNFT | 1.60 | 3,329.60 | ||||||
| 304-01 | lime | 20.82 | TON | 150.00 | 3,123.00 | ||||||
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 594 | SQYD | 3.00 | 1,782.00 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,188 | SQYD | 3.00 | 3,564.00 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 24,828 | SQYD | 9.00 | 223,452.00 | ||||||
| 308-02 | removal of existing patches | 500 | SQYD | 20.00 | 10,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,868 | CUYD | 55.00 | 157,740.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 55.00 | 27,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 10,491.9 | TON | 75.00 | 786,892.50 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,193.5 | TON | 120.00 | 263,220.00 | ||||||
| 509-01-A | cold planing asphaltic pavement (2" avg. depth) | 24,640 | SQYD | 3.00 | 73,920.00 | ||||||
| 509-01-B | cold planing asphaltic pavement (2" deep) | 21,589 | SQYD | 3.00 | 64,767.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,927 | CUYD | 1.00 | - 1,927.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 713-03-E | temporary pavement markings (24" width) | 63 | LNFT | 1.00 | 63.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.964 | MILE | 400.00 | 2,385.60 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.964 | MILE | 400.00 | 2,385.60 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.464 | MILE | 650.00 | 15,251.60 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,000.00 | 8,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 2,860 | SQYD | 80.00 | 228,800.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 220,000.00 | 220,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 60.00 | 600.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 522 | EACH | 5.50 | 2,871.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 21 | LNFT | 3.00 | 63.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.048 | MILE | 2,500.00 | 22,620.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.988 | MILE | 1,000.00 | 1,988.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 18,000.00 | 18,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| S-001 | saw cutting driveways (6" deep) | 721 | LNFT | 15.00 | 10,815.00 | ||||||
| S-002 | saw cutting asphaltic concrete patches (12" deep) | 9,100 | LNFT | 8.00 | 72,800.00 | ||||||
| CONTRACTOR TOTAL | 2,389,166.90 | ||||||||||