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| DBE GOAL FED | |||
| Lead Project: 012-06-0047 | |||
| Parish: ALLEN | |||
| Routes: US 190 | |||
| Description: CALCASIEU RIVER BRIDGE - 8TH STREET | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching and related work. | |||
| Estimated Construction Cost: $1,650,695.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14096 | BESSETTE DEVELOPMENT CORP. | $1,520,727.83 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,721,509.32 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,775,394.22 |
| 4 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $1,888,643.61 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BESSETTE DEVELOPMENT CORP. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - PRAIRIE CONTRACTORS INC. |
- 4 - R. E. HEIDT 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-H | removal of guard rail | 802 | LNFT | 3.80 | 3,047.60 | 4.00 | 3,208.00 | 7.00 | 5,614.00 | 3.68 | 2,951.36 |
| 203-08 | borrow (vehicular measurement) | 210 | CUYD | 33.75 | 7,087.50 | 28.00 | 5,880.00 | 50.00 | 10,500.00 | 88.00 | 18,480.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,055 | CUYD | 20.60 | 62,933.00 | 76.00 | 232,180.00 | 40.00 | 122,200.00 | 67.00 | 204,685.00 |
| 502-01 | superpave asphaltic concrete | 14,016.9 | TON | 74.44 | 1,043,418.04 | 79.00 | 1,107,335.10 | 80.00 | 1,121,352.00 | 92.00 | 1,289,554.80 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
307.6 | TON | 86.60 | 26,638.16 | 115.00 | 35,374.00 | 110.00 | 33,836.00 | 136.00 | 41,833.60 |
| 509-01 | cold planing asphaltic pavement | 56,606 | SQYD | 1.00 | 56,606.00 | 0.30 | 16,981.80 | 1.75 | 99,060.50 | 0.63 | 35,661.78 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,345 | CUYD | 1.00 | - 2,345.00 | 0.50 | - 1,172.50 | 0.01 | - 23.45 | 1.15 | - 2,696.75 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 33.55 | 3,355.00 | 34.00 | 3,400.00 | 35.00 | 3,500.00 | 32.55 | 3,255.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 190.0 | LNFT | 51.40 | 9,766.00 | 52.00 | 9,880.00 | 55.00 | 10,450.00 | 49.88 | 9,477.20 |
| 704-03 | blocked out guard rail | 331.3 | LNFT | 18.00 | 5,963.40 | 18.00 | 5,963.40 | 20.00 | 6,626.00 | 17.60 | 5,830.88 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 25.0 | LNFT | 38.00 | 950.00 | 38.00 | 950.00 | 50.00 | 1,250.00 | 36.75 | 918.75 |
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 59.50 | 2,975.00 | 60.00 | 3,000.00 | 55.00 | 2,750.00 | 57.75 | 2,887.50 |
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 2,056.00 | 12,336.00 | 2,100.00 | 12,600.00 | 2,100.00 | 12,600.00 | 1,995.00 | 11,970.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,625.00 | 9,625.00 | 10,000.00 | 10,000.00 | 29,000.00 | 29,000.00 | 4,620.00 | 4,620.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.360 | MILE | 334.50 | 4,134.42 | 380.00 | 4,696.80 | 400.00 | 4,944.00 | 503.00 | 6,217.08 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.580 | MILE | 324.65 | 3,759.45 | 1.00 | 11.58 | 1.00 | 11.58 | 315.00 | 3,647.70 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 25.491 | MILE | 649.25 | 16,550.03 | 1.00 | 25.49 | 1.00 | 25.49 | 630.00 | 16,059.33 |
| 717-01 | seeding | 12 | LB | 27.10 | 325.20 | 27.00 | 324.00 | 100.00 | 1,200.00 | 26.25 | 315.00 |
| 718-01 | fertilizer | 200 | LB | 3.25 | 650.00 | 3.50 | 700.00 | 3.00 | 600.00 | 3.15 | 630.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 150 | SQYD | 70.00 | 10,500.00 | 180.00 | 27,000.00 | 200.00 | 30,000.00 | 181.00 | 27,150.00 |
| 724-03 | pavement joint repair | 10.0 | TON | 220.00 | 2,200.00 | 300.00 | 3,000.00 | 300.00 | 3,000.00 | 264.00 | 2,640.00 |
| 727-01 | mobilization | lump | LUMP | 29,970.00 | 29,970.00 | 55,000.00 | 55,000.00 | 86,000.00 | 86,000.00 | 25,000.00 | 25,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 65.00 | 520.00 | 55.00 | 440.00 | 75.00 | 600.00 | 63.00 | 504.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 77.00 | 462.00 | 77.00 | 462.00 | 85.00 | 510.00 | 71.71 | 430.26 |
| 731-02 | reflectorized raised pavement markers | 544 | EACH | 5.50 | 2,992.00 | 5.75 | 3,128.00 | 5.00 | 2,720.00 | 5.25 | 2,856.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.497 | MILE | 2,327.00 | 19,772.52 | 2,500.00 | 21,242.50 | 2,200.00 | 18,693.40 | 2,257.50 | 19,181.98 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.860 | MILE | 866.00 | 3,342.76 | 750.00 | 2,895.00 | 800.00 | 3,088.00 | 840.00 | 3,242.40 |
| 735-01 | mailboxes | 13 | EACH | 2.00 | 26.00 | 10.00 | 130.00 | 1.00 | 13.00 | 1.05 | 13.65 |
| 735-02 | mailbox supports (single) | 13 | EACH | 148.00 | 1,924.00 | 150.00 | 1,950.00 | 125.00 | 1,625.00 | 131.25 | 1,706.25 |
| 740-01 | construction layout | lump | LUMP | 9,510.00 | 9,510.00 | 15,000.00 | 15,000.00 | 1,000.00 | 1,000.00 | 4,172.00 | 4,172.00 |
| 744-01 | traffic control management | lump | LUMP | 27,370.00 | 27,370.00 | 40,000.00 | 40,000.00 | 12,000.00 | 12,000.00 | 12,335.00 | 12,335.00 |
| S-001 | rumble strips (ground-in) | 2.0 | MILE | 3,120.00 | 6,240.00 | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | 2,467.50 | 4,935.00 |
| S-927 | sawcuts in asphaltic concrete lifts | 110,499 | LNFT | 1.25 | 138,123.75 | 0.85 | 93,924.15 | 1.30 | 143,648.70 | 1.16 | 128,178.84 |
| CONTRACTOR TOTAL | 1,520,727.83 | 1,721,509.32 | 1,775,394.22 | 1,888,643.61 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | 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-H | removal of guard rail | 802 | LNFT | 4.00 | 3,208.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 210 | CUYD | 38.00 | 7,980.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,055 | CUYD | 18.00 | 54,990.00 | ||||||
| 502-01 | superpave asphaltic concrete | 14,016.9 | TON | 87.50 | 1,226,478.75 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
307.6 | TON | 140.00 | 43,064.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 56,606 | SQYD | 1.00 | 56,606.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,345 | CUYD | 1.00 | - 2,345.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 34.00 | 3,400.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 190.0 | LNFT | 50.00 | 9,500.00 | ||||||
| 704-03 | blocked out guard rail | 331.3 | LNFT | 20.00 | 6,626.00 | ||||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 25.0 | LNFT | 38.00 | 950.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 60.00 | 3,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 2,100.00 | 12,600.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.360 | MILE | 300.00 | 3,708.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.580 | MILE | 330.00 | 3,821.40 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 25.491 | MILE | 700.00 | 17,843.70 | ||||||
| 717-01 | seeding | 12 | LB | 28.00 | 336.00 | ||||||
| 718-01 | fertilizer | 200 | LB | 4.00 | 800.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 150 | SQYD | 164.00 | 24,600.00 | ||||||
| 724-03 | pavement joint repair | 10.0 | TON | 850.00 | 8,500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 56,500.00 | 56,500.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 66.00 | 528.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 78.00 | 468.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 544 | EACH | 6.00 | 3,264.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.497 | MILE | 2,500.00 | 21,242.50 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.860 | MILE | 900.00 | 3,474.00 | ||||||
| 735-01 | mailboxes | 13 | EACH | 25.00 | 325.00 | ||||||
| 735-02 | mailbox supports (single) | 13 | EACH | 165.00 | 2,145.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 23,000.00 | 23,000.00 | ||||||
| S-001 | rumble strips (ground-in) | 2.0 | MILE | 4,000.00 | 8,000.00 | ||||||
| S-927 | sawcuts in asphaltic concrete lifts | 110,499 | LNFT | 1.40 | 154,698.60 | ||||||
| CONTRACTOR TOTAL | IRREGULAR | ||||||||||