| |||
| Lead Project: 801-34-0003 | |||
| Parish: ACADIA | |||
| Routes: LA 1108 | |||
| Description: JCT LA 95 - JCT LA 358 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, in-place stabilized base course, superpave asphaltic concrete pavement and related work | |||
| Estimated Construction Cost: $1,283,226.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $947,011.55 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $956,953.98 |
| 3 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $1,009,351.87 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $1,043,256.85 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,164,810.67 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - H & S CONSTRUCTION CO., INC. |
- 3 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 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 | 41 | SQYD | 20.00 | 820.00 | 12.00 | 492.00 | 21.00 | 861.00 | 30.00 | 1,230.00 |
| 202-02-I | removal of cross drain pipe arch (24" equiv. cmpa) | 41 | LNFT | 50.00 | 2,050.00 | 23.00 | 943.00 | 37.00 | 1,517.00 | 50.00 | 2,050.00 |
| 202-02-J | removal of cross drain pipe arch (36" equiv. cmpa) | 82 | LNFT | 50.00 | 4,100.00 | 29.00 | 2,378.00 | 42.00 | 3,444.00 | 50.00 | 4,100.00 |
| 203-08 | borrow (vehicular measurement) | 200 | CUYD | 12.00 | 2,400.00 | 12.00 | 2,400.00 | 12.60 | 2,520.00 | 15.00 | 3,000.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 12.00 | 2,400.00 | 12.00 | 2,400.00 | 12.60 | 2,520.00 | 15.00 | 3,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 1.00 | 6.00 | 80.00 | 480.00 | 460.00 | 2,760.00 | 1,000.00 | 6,000.00 |
| 303-01-C | in-place cement stabilized base course (10" thick) | 35,817 | SQYD | 5.50 | 196,993.50 | 5.20 | 186,248.40 | 5.80 | 207,738.60 | 6.50 | 232,810.50 |
| 303-02 | removal of existing patches | 250 | SQYD | 1.00 | 250.00 | 15.00 | 3,750.00 | 12.50 | 3,125.00 | 15.00 | 3,750.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
739 | CUYD | 22.00 | 16,258.00 | 31.00 | 22,909.00 | 66.58 | 49,202.62 | 10.00 | 7,390.00 |
| 502-01 | superpave asphaltic concrete | 6,604.1 | TON | 85.00 | 561,348.50 | 76.00 | 501,911.60 | 85.00 | 561,348.50 | 85.00 | 561,348.50 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
400.0 | TON | 35.00 | 14,000.00 | 100.00 | 40,000.00 | 93.00 | 37,200.00 | 35.00 | 14,000.00 |
| 509-01 | cold planing asphaltic pavement | 27,954 | SQYD | 0.20 | 5,590.80 | 1.90 | 53,112.60 | 0.50 | 13,977.00 | 2.00 | 55,908.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,019 | CUYD | 0.01 | - 10.19 | 0.01 | - 10.19 | 2.15 | - 2,190.85 | 0.01 | - 10.19 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 150.00 | 6,000.00 | 108.00 | 4,320.00 | 157.50 | 6,300.00 | 150.00 | 6,000.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 80 | LNFT | 175.00 | 14,000.00 | 133.00 | 10,640.00 | 210.00 | 16,800.00 | 300.00 | 24,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 4,300.00 | 4,300.00 | 15,000.00 | 15,000.00 | 3,116.00 | 3,116.00 | 5,000.00 | 5,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.899 | MILE | 1.00 | 7.90 | 325.00 | 2,567.18 | 114.50 | 904.44 | 1.00 | 7.90 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.014 | MILE | 0.01 | 0.04 | 318.78 | 1,279.58 | 315.00 | 1,264.41 | 1.00 | 4.01 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.625 | MILE | 0.01 | 0.15 | 574.18 | 8,397.38 | 630.00 | 9,213.75 | 1.00 | 14.63 |
| 722-02 | project site laboratory(equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 3,675.00 | 3,675.00 | 4,000.00 | 4,000.00 |
| 726-01 | bedding material | 25.0 | CUYD | 75.00 | 1,875.00 | 78.00 | 1,950.00 | 105.00 | 2,625.00 | 100.00 | 2,500.00 |
| 727-01 | mobilization | lump | LUMP | 72,000.00 | 72,000.00 | 45,000.00 | 45,000.00 | 35,000.00 | 35,000.00 | 80,000.00 | 80,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 75.00 | 600.00 | 87.00 | 696.00 | 83.00 | 664.00 | 150.00 | 1,200.00 |
| 731-02 | reflectorized raised pavement markers | 352 | EACH | 4.50 | 1,584.00 | 5.92 | 2,083.84 | 4.75 | 1,672.00 | 5.00 | 1,760.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.313 | MILE | 2,150.00 | 15,722.95 | 2,563.34 | 18,745.71 | 2,257.50 | 16,509.10 | 2,300.00 | 16,819.90 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.007 | MILE | 700.00 | 1,404.90 | 942.39 | 1,891.38 | 735.00 | 1,475.15 | 800.00 | 1,605.60 |
| 735-01 | mailboxes | 25 | EACH | 1.00 | 25.00 | 11.60 | 290.00 | 1.05 | 26.25 | 1.00 | 25.00 |
| 735-02 | mailbox supports (single) | 25 | EACH | 119.00 | 2,975.00 | 145.04 | 3,626.00 | 124.95 | 3,123.75 | 200.00 | 5,000.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 2,148.00 | 2,148.00 | 100.00 | 100.00 |
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 20,242.00 | 20,242.00 | 100.00 | 100.00 |
| S-001 | full depth sawcutting of existing portland cement concrete drives |
181 | inFT | 10.00 | 1,810.00 | 2.50 | 452.50 | 3.15 | 570.15 | 3.00 | 543.00 |
| CONTRACTOR TOTAL | 947,011.55 | 956,953.98 | 1,009,351.87 | 1,043,256.85 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
|
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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 | 41 | SQYD | 35.00 | 1,435.00 | ||||||
| 202-02-I | removal of cross drain pipe arch (24" equiv. cmpa) | 41 | LNFT | 35.00 | 1,435.00 | ||||||
| 202-02-J | removal of cross drain pipe arch (36" equiv. cmpa) | 82 | LNFT | 20.00 | 1,640.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 200 | CUYD | 35.00 | 7,000.00 | ||||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 35.00 | 7,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 270.00 | 1,620.00 | ||||||
| 303-01-C | in-place cement stabilized base course (10" thick) | 35,817 | SQYD | 5.89 | 210,962.13 | ||||||
| 303-02 | removal of existing patches | 250 | SQYD | 7.00 | 1,750.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
739 | CUYD | 65.00 | 48,035.00 | ||||||
| 502-01 | superpave asphaltic concrete | 6,604.1 | TON | 85.00 | 561,348.50 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
400.0 | TON | 180.00 | 72,000.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 27,954 | SQYD | 1.75 | 48,919.50 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,019 | CUYD | 0.01 | - 10.19 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 220.00 | 8,800.00 | ||||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 80 | LNFT | 225.00 | 18,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.899 | MILE | 325.00 | 2,567.18 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.014 | MILE | 300.00 | 1,204.20 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.625 | MILE | 500.00 | 7,312.50 | ||||||
| 722-02 | project site laboratory(equipped) | 1 | EACH | 7,500.00 | 7,500.00 | ||||||
| 726-01 | bedding material | 25.0 | CUYD | 100.00 | 2,500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 65.00 | 520.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 352 | EACH | 5.50 | 1,936.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.313 | MILE | 2,300.00 | 16,819.90 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.007 | MILE | 850.00 | 1,705.95 | ||||||
| 735-01 | mailboxes | 25 | EACH | 50.00 | 1,250.00 | ||||||
| 735-02 | mailbox supports (single) | 25 | EACH | 150.00 | 3,750.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| S-001 | full depth sawcutting of existing portland cement concrete drives |
181 | inFT | 10.00 | 1,810.00 | ||||||
| CONTRACTOR TOTAL | 1,164,810.67 | ||||||||||