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| Lead Project: 388-03-0010 | |||
| Parish: ACADIA | |||
| Routes: LA 370 | |||
| Description: SOUTH JUNCTION LA 1105 - LA 35 | |||
| Type Const:
grading, drainage structures, lime treatment, in-place cement stabilized base course, cold planing asph pvmt, pavement patching, superpave ac ovly and related work. | |||
| Estimated Construction Cost: $3,828,823.82 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $2,719,488.74 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $2,779,770.11 |
| 3 | 13086 | M. MATT DURAND, LLC | $3,192,019.75 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $3,423,425.24 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,599,024.95 |
| 6 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,732,880.45 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - M. MATT DURAND, 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 | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 35,000.00 | 35,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 202-02-D | removal of concrete walks & drives | 50 | SQYD | 10.00 | 500.00 | 20.00 | 1,000.00 | 12.00 | 600.00 | 30.00 | 1,500.00 |
| 202-02-H | removal of guard rail | 173 | LNFT | 6.00 | 1,038.00 | 2.00 | 346.00 | 20.00 | 3,460.00 | 15.00 | 2,595.00 |
| 202-02-I | removal of existing cross drains | 880 | LNFT | 16.50 | 14,520.00 | 12.00 | 10,560.00 | 25.00 | 22,000.00 | 10.00 | 8,800.00 |
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 10.00 | 5,000.00 | 10.00 | 5,000.00 | 10.00 | 5,000.00 | 15.00 | 7,500.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 10.00 | 5,000.00 | 0.01 | 5.00 | 11.00 | 5,500.00 | 15.00 | 7,500.00 |
| 204-02 | temporary hay or straw bales | 133 | EACH | 8.00 | 1,064.00 | 5.00 | 665.00 | 20.00 | 2,660.00 | 20.00 | 2,660.00 |
| 204-05-A | temporary sediment check dams (hay) | 32 | EACH | 75.00 | 2,400.00 | 250.00 | 8,000.00 | 120.00 | 3,840.00 | 500.00 | 16,000.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 85,979 | SQYD | 4.75 | 408,400.25 | 5.95 | 511,575.05 | 6.50 | 558,863.50 | 7.00 | 601,853.00 |
| 303-02 | removal of existing patches | 4,837 | SQYD | 2.00 | 9,674.00 | 0.01 | 48.37 | 6.00 | 29,022.00 | 5.00 | 24,185.00 |
| 304-01 | lime | 46.03 | TON | 155.00 | 7,134.65 | 200.00 | 9,206.00 | 150.00 | 6,904.50 | 200.00 | 9,206.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 4,586 | SQYD | 2.00 | 9,172.00 | 5.15 | 23,617.90 | 2.50 | 11,465.00 | 7.00 | 32,102.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,108 | CUYD | 21.00 | 44,268.00 | 20.00 | 42,160.00 | 76.00 | 160,208.00 | 30.00 | 63,240.00 |
| 502-01 | superpave asphaltic concrete | 19,870.0 | TON | 76.00 | 1,510,120.00 | 78.00 | 1,549,860.00 | 82.00 | 1,629,340.00 | 85.00 | 1,688,950.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,216.8 | TON | 120.00 | 146,016.00 | 115.00 | 139,932.00 | 95.00 | 115,596.00 | 115.00 | 139,932.00 |
| 509-01 | cold planing asphaltic pavement | 68,399 | SQYD | 1.00 | 68,399.00 | 1.15 | 78,658.85 | 1.70 | 116,278.30 | 2.00 | 136,798.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,494 | CUYD | 0.01 | - 24.94 | 0.01 | - 24.94 | 2.00 | - 4,988.00 | 0.01 | - 24.94 |
| 510-01-B | pavement patching (12" minimum thickness) | 60 | SQYD | 185.00 | 11,100.00 | 150.00 | 9,000.00 | 83.00 | 4,980.00 | 150.00 | 9,000.00 |
| 701-01-I | cross drain pipe (24" rcp) | 296 | LNFT | 139.70 | 41,351.20 | 117.00 | 34,632.00 | 60.00 | 17,760.00 | 100.00 | 29,600.00 |
| 701-01-M | cross drain pipe (36" rcp/bccsp) | 56 | LNFT | 168.30 | 9,424.80 | 141.00 | 7,896.00 | 100.00 | 5,600.00 | 150.00 | 8,400.00 |
| 701-01-O | cross drain pipe (48" rcp/bccsp) | 352 | LNFT | 216.70 | 76,278.40 | 181.00 | 63,712.00 | 142.00 | 49,984.00 | 250.00 | 88,000.00 |
| 701-01-P | cross drain pipe (54" rcp/bccsp) | 176 | LNFT | 232.10 | 40,849.60 | 195.00 | 34,320.00 | 210.00 | 36,960.00 | 300.00 | 52,800.00 |
| 701-08 | relaying pipe | 232 | LNFT | 176.00 | 40,832.00 | 150.00 | 34,800.00 | 50.00 | 11,600.00 | 150.00 | 34,800.00 |
| 704-03 | blocked out guard rail | 87.5 | LNFT | 20.90 | 1,828.75 | 19.00 | 1,662.50 | 25.00 | 2,187.50 | 25.00 | 2,187.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 60.50 | 4,537.50 | 55.00 | 4,125.00 | 66.00 | 4,950.00 | 60.00 | 4,500.00 |
| 704-11-B | guard rail end treatment (tangent) | 3 | EACH | 2,607.00 | 7,821.00 | 2,370.00 | 7,110.00 | 3,000.00 | 9,000.00 | 2,500.00 | 7,500.00 |
| 704-11-D | guard rail end treatment (bct) | 1 | EACH | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 |
| 712-02 | sacked concrete revetment | 316 | SQYD | 176.00 | 55,616.00 | 100.00 | 31,600.00 | 45.00 | 14,220.00 | 70.00 | 22,120.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 9,000.00 | 9,000.00 | 40,000.00 | 40,000.00 | 150,000.00 | 150,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
20.916 | MILE | 220.00 | 4,601.52 | 400.00 | 8,366.40 | 350.00 | 7,320.60 | 400.00 | 8,366.40 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
20.916 | MILE | 1.00 | 20.92 | 0.01 | 0.21 | 350.00 | 7,320.60 | 0.01 | 0.21 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 56.972 | MILE | 1.00 | 56.97 | 0.01 | 0.57 | 600.00 | 34,183.20 | 0.01 | 0.57 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 726-01 | bedding material | 275.0 | CUYD | 50.00 | 13,750.00 | 1.00 | 275.00 | 75.00 | 20,625.00 | 100.00 | 27,500.00 |
| 727-01 | mobilization | lump | LUMP | 42,500.00 | 42,500.00 | 83,000.00 | 83,000.00 | 120,000.00 | 120,000.00 | 150,000.00 | 150,000.00 |
| 729-16-B | object marker assembly (type 2) | 18 | EACH | 66.00 | 1,188.00 | 60.00 | 1,080.00 | 13.00 | 234.00 | 70.00 | 1,260.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 77.00 | 616.00 | 70.00 | 560.00 | 60.00 | 480.00 | 80.00 | 640.00 |
| 731-02 | reflectorized raised pavement markers | 760 | EACH | 5.72 | 4,347.20 | 4.50 | 3,420.00 | 6.00 | 4,560.00 | 6.00 | 4,560.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.243 | MILE | 2,871.00 | 40,891.65 | 2,300.00 | 32,758.90 | 3,000.00 | 42,729.00 | 2,500.00 | 35,607.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.299 | MILE | 869.00 | 4,604.83 | 700.00 | 3,709.30 | 950.00 | 5,034.05 | 1,000.00 | 5,299.00 |
| 732-05 | removal of existing markings | 0.036 | MILE | 6,490.00 | 233.64 | 10,000.00 | 360.00 | 7,000.00 | 252.00 | 12,000.00 | 432.00 |
| 735-01 | mailboxes | 43 | EACH | 1.10 | 47.30 | 1.00 | 43.00 | 60.00 | 2,580.00 | 2.00 | 86.00 |
| 735-02 | mailbox supports (single) | 33 | EACH | 121.00 | 3,993.00 | 125.00 | 4,125.00 | 150.00 | 4,950.00 | 150.00 | 4,950.00 |
| 735-03 | mailbox supports (double) | 5 | EACH | 176.00 | 880.00 | 185.00 | 925.00 | 210.00 | 1,050.00 | 300.00 | 1,500.00 |
| 740-01 | construction layout | lump | LUMP | 4,500.00 | 4,500.00 | 8,000.00 | 8,000.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 |
| S-001 | full depth sawcutting of concrete driveways | 85 | INFT | 27.50 | 2,337.50 | 8.00 | 680.00 | 1.30 | 110.50 | 12.00 | 1,020.00 |
| S-002 | cleaning existing ditches | 400 | LNFT | 10.00 | 4,000.00 | 10.00 | 4,000.00 | 3.50 | 1,400.00 | 15.00 | 6,000.00 |
| CONTRACTOR TOTAL | 2,719,488.74 | 2,779,770.11 | 3,192,019.75 | 3,423,425.24 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - DIAMOND B CONSTRUCTION CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 30,000.00 | 30,000.00 | 6,000.00 | 6,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 50 | SQYD | 9.00 | 450.00 | 65.00 | 3,250.00 | ||||
| 202-02-H | removal of guard rail | 173 | LNFT | 12.00 | 2,076.00 | 46.00 | 7,958.00 | ||||
| 202-02-I | removal of existing cross drains | 880 | LNFT | 8.10 | 7,128.00 | 20.00 | 17,600.00 | ||||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 30.00 | 15,000.00 | 13.00 | 6,500.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 500 | CUYD | 30.00 | 15,000.00 | 13.00 | 6,500.00 | ||||
| 204-02 | temporary hay or straw bales | 133 | EACH | 20.00 | 2,660.00 | 40.00 | 5,320.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 32 | EACH | 175.00 | 5,600.00 | 300.00 | 9,600.00 | ||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 85,979 | SQYD | 7.50 | 644,842.50 | 7.50 | 644,842.50 | ||||
| 303-02 | removal of existing patches | 4,837 | SQYD | 1.00 | 4,837.00 | 11.00 | 53,207.00 | ||||
| 304-01 | lime | 46.03 | TON | 150.00 | 6,904.50 | 150.00 | 6,904.50 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 4,586 | SQYD | 6.00 | 27,516.00 | 6.50 | 29,809.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,108 | CUYD | 58.00 | 122,264.00 | 26.00 | 54,808.00 | ||||
| 502-01 | superpave asphaltic concrete | 19,870.0 | TON | 90.00 | 1,788,300.00 | 97.00 | 1,927,390.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,216.8 | TON | 115.00 | 139,932.00 | 155.00 | 188,604.00 | ||||
| 509-01 | cold planing asphaltic pavement | 68,399 | SQYD | 1.50 | 102,598.50 | 1.40 | 95,758.60 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,494 | CUYD | 0.01 | - 24.94 | 0.10 | - 249.40 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 60 | SQYD | 200.00 | 12,000.00 | 230.00 | 13,800.00 | ||||
| 701-01-I | cross drain pipe (24" rcp) | 296 | LNFT | 180.00 | 53,280.00 | 130.00 | 38,480.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/bccsp) | 56 | LNFT | 260.00 | 14,560.00 | 160.00 | 8,960.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/bccsp) | 352 | LNFT | 280.00 | 98,560.00 | 200.00 | 70,400.00 | ||||
| 701-01-P | cross drain pipe (54" rcp/bccsp) | 176 | LNFT | 300.00 | 52,800.00 | 225.00 | 39,600.00 | ||||
| 701-08 | relaying pipe | 232 | LNFT | 135.00 | 31,320.00 | 180.00 | 41,760.00 | ||||
| 704-03 | blocked out guard rail | 87.5 | LNFT | 22.00 | 1,925.00 | 21.00 | 1,837.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 66.00 | 4,950.00 | 60.00 | 4,500.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 3 | EACH | 2,800.00 | 8,400.00 | 2,500.00 | 7,500.00 | ||||
| 704-11-D | guard rail end treatment (bct) | 1 | EACH | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | ||||
| 712-02 | sacked concrete revetment | 316 | SQYD | 80.00 | 25,280.00 | 200.00 | 63,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 16,000.00 | 16,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
20.916 | MILE | 400.00 | 8,366.40 | 150.00 | 3,137.40 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
20.916 | MILE | 1.00 | 20.92 | 300.00 | 6,274.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 56.972 | MILE | 1.00 | 56.97 | 550.00 | 31,334.60 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 12,000.00 | 12,000.00 | 6,500.00 | 6,500.00 | ||||
| 726-01 | bedding material | 275.0 | CUYD | 100.00 | 27,500.00 | 114.43 | 31,468.25 | ||||
| 727-01 | mobilization | lump | LUMP | 215,000.00 | 215,000.00 | 200,000.00 | 200,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 18 | EACH | 70.00 | 1,260.00 | 75.00 | 1,350.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 80.00 | 640.00 | ||||
| 731-02 | reflectorized raised pavement markers | 760 | EACH | 6.00 | 4,560.00 | 5.00 | 3,800.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.243 | MILE | 3,000.00 | 42,729.00 | 2,500.00 | 35,607.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.299 | MILE | 900.00 | 4,769.10 | 800.00 | 4,239.20 | ||||
| 732-05 | removal of existing markings | 0.036 | MILE | 6,500.00 | 234.00 | 11,000.00 | 396.00 | ||||
| 735-01 | mailboxes | 43 | EACH | 20.00 | 860.00 | 1.00 | 43.00 | ||||
| 735-02 | mailbox supports (single) | 33 | EACH | 140.00 | 4,620.00 | 150.00 | 4,950.00 | ||||
| 735-03 | mailbox supports (double) | 5 | EACH | 200.00 | 1,000.00 | 200.00 | 1,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 23,000.00 | 23,000.00 | ||||
| S-001 | full depth sawcutting of concrete driveways | 85 | INFT | 10.00 | 850.00 | 40.00 | 3,400.00 | ||||
| S-002 | cleaning existing ditches | 400 | LNFT | 13.00 | 5,200.00 | 12.00 | 4,800.00 | ||||
| CONTRACTOR TOTAL | 3,599,024.95 | 3,732,880.45 | |||||||||