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| DBE GOAL FED | |||
| Lead Project: 003-07-0028 | |||
| Parish: JEFF DAVIS | |||
| Routes: US 90 | |||
| Description: ROUTE LA 99 - ROUTE LA 26 | |||
| Type Const:
grading, pavement patching, cold planing asphaltic concrete, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $2,496,916.95 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $2,637,750.34 |
| 3 | 14096 | BESSETTE DEVELOPMENT CORP. | $2,850,343.94 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - BESSETTE DEVELOPMENT CORP. |
|
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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 | 1,081 | LNFT | 7.45 | 8,053.45 | 5.00 | 5,405.00 | 3.25 | 3,513.25 | ||
| 203-08 | borrow (vehicular measurement) | 300 | CUYD | 26.30 | 7,890.00 | 20.00 | 6,000.00 | 20.25 | 6,075.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5,082 | CUYD | 40.00 | 203,280.00 | 37.00 | 188,034.00 | 76.00 | 386,232.00 | ||
| 502-01 | superpave asphaltic concrete | 28,753.0 | TON | 56.20 | 1,615,918.60 | 63.00 | 1,811,439.00 | 63.55 | 1,827,253.15 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
893.2 | TON | 86.10 | 76,904.52 | 75.00 | 66,990.00 | 59.00 | 52,698.80 | ||
| 509-01 | cold planing asphaltic pavement | 131,681 | SQYD | 0.73 | 96,127.13 | 1.14 | 150,116.34 | 0.60 | 79,008.60 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,747 | CUYD | 1.00 | - 3,747.00 | 0.01 | - 37.47 | 1.00 | - 3,747.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
42,346 | LNFT | 1.21 | 51,238.66 | 1.17 | 49,544.82 | 1.25 | 52,932.50 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
38,111 | LNFT | 1.37 | 52,212.07 | 1.32 | 50,306.52 | 1.40 | 53,355.40 | ||
| 702-04-B | adjusting catch basins | 2 | EACH | 2,310.00 | 4,620.00 | 2,400.00 | 4,800.00 | 2,300.00 | 4,600.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 42.00 | 4,200.00 | 33.00 | 3,300.00 | 43.25 | 4,325.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 152.0 | LNFT | 36.75 | 5,586.00 | 48.00 | 7,296.00 | 38.00 | 5,776.00 | ||
| 704-03 | blocked out guard rail | 568.8 | LNFT | 17.35 | 9,868.68 | 16.50 | 9,385.20 | 17.85 | 10,153.08 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 31.50 | 1,575.00 | 45.00 | 2,250.00 | 32.50 | 1,625.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 91.8 | LNFT | 47.25 | 4,337.55 | 50.00 | 4,590.00 | 48.75 | 4,475.25 | ||
| 704-11-A | guard rail end treatment (flared) | 7 | EACH | 1,950.00 | 13,650.00 | 1,900.00 | 13,300.00 | 2,005.00 | 14,035.00 | ||
| 712-02 | sacked concrete revetment | 50 | SQYD | 79.00 | 3,950.00 | 100.00 | 5,000.00 | 110.00 | 5,500.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 17,500.00 | 17,500.00 | 22,000.00 | 22,000.00 | 12,000.00 | 12,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 225 | LNFT | 0.21 | 47.25 | 0.25 | 56.25 | 0.40 | 90.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
25.040 | MILE | 160.00 | 4,006.40 | 350.00 | 8,764.00 | 340.00 | 8,513.60 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
27.220 | MILE | 263.00 | 7,158.86 | 1.00 | 27.22 | 330.00 | 8,982.60 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 57.608 | MILE | 525.00 | 30,244.20 | 1.00 | 57.60 | 570.00 | 32,836.56 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 3 | EACH | 53.00 | 159.00 | 1.00 | 3.00 | 65.00 | 195.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 800 | SQYD | 59.00 | 47,200.00 | 49.00 | 39,200.00 | 51.75 | 41,400.00 | ||
| 724-03 | pavement joint repair | 90.0 | TON | 300.00 | 27,000.00 | 110.00 | 9,900.00 | 330.00 | 29,700.00 | ||
| 727-01 | mobilization | lump | LUMP | 61,000.00 | 61,000.00 | 7,000.00 | 7,000.00 | 40,000.00 | 40,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 63.00 | 630.00 | 70.00 | 700.00 | 65.00 | 650.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 80.00 | 640.00 | 75.75 | 606.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,057 | EACH | 4.75 | 5,020.75 | 5.00 | 5,285.00 | 5.75 | 6,077.75 | ||
| 732-01-C | plastic pavement striping (8" width) | 75 | LNFT | 1.05 | 78.75 | 2.00 | 150.00 | 1.00 | 75.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 20.016 | MILE | 1,945.00 | 38,931.12 | 1,900.00 | 38,030.40 | 2,350.00 | 47,037.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.240 | MILE | 735.00 | 6,791.40 | 800.00 | 7,392.00 | 715.00 | 6,606.60 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 132.00 | 132.00 | 225.00 | 225.00 | 160.00 | 160.00 | ||
| 735-01 | mailboxes | 36 | EACH | 1.05 | 37.80 | 2.00 | 72.00 | 5.00 | 180.00 | ||
| 735-02 | mailbox supports (single) | 34 | EACH | 125.00 | 4,250.00 | 150.00 | 5,100.00 | 130.00 | 4,420.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 185.00 | 370.00 | 200.00 | 400.00 | 175.00 | 350.00 | ||
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 500.00 | 500.00 | 8,500.00 | 8,500.00 | ||
| 744-01 | traffic control management | lump | LUMP | 17,000.00 | 17,000.00 | 50,000.00 | 50,000.00 | 27,000.00 | 27,000.00 | ||
| S-001 | special guard rail anchor section | 1 | EACH | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | 1,250.00 | 1,250.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
19,326 | LNFT | 1.16 | 22,418.16 | 1.15 | 22,224.90 | 1.20 | 23,191.20 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
5,798 | LNFT | 1.26 | 7,305.48 | 1.30 | 7,537.40 | 1.30 | 7,537.40 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 50,248 | LNFT | 0.69 | 34,671.12 | 0.67 | 33,666.16 | 0.70 | 35,173.60 | ||
| CONTRACTOR TOTAL | 2,496,916.95 | 2,637,750.34 | 2,850,343.94 | ||||||||