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| DBE GOAL FED | |||
| Lead Project: 012-11-0035 | |||
| Parish: ST LANDRY | |||
| Routes: US 190 | |||
| Description: JUNCTION ROUTE LA 95 - JUNCTION ROUTE LA 35 | |||
| Type Const:
grading,drainage structures,cold planing asphaltic concrete, cement treated base course, superpave asphaltic concrete pavement, asphaltic surface treatment, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $5,300,117.16 |
| 2 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $5,699,046.53 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $5,815,561.35 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $6,295,593.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - H & S CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 3,077 | CUYD | 13.00 | 40,001.00 | 12.75 | 39,231.75 | 15.00 | 46,155.00 | 12.00 | 36,924.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 4,784 | CUYD | 13.00 | 62,192.00 | 12.75 | 60,996.00 | 15.00 | 71,760.00 | 12.00 | 57,408.00 |
| 204-02 | temporary hay or straw bales | 1,000 | EACH | 10.00 | 10,000.00 | 3.71 | 3,710.00 | 15.00 | 15,000.00 | 5.00 | 5,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
325 | CUYD | 77.00 | 25,025.00 | 72.00 | 23,400.00 | 30.00 | 9,750.00 | 40.00 | 13,000.00 |
| 502-01 | superpave asphaltic concrete | 53,226.6 | TON | 57.12 | 3,040,303.39 | 57.15 | 3,041,900.19 | 58.00 | 3,087,142.80 | 70.00 | 3,725,862.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
2,008.7 | TON | 60.00 | 120,522.00 | 83.00 | 166,722.10 | 95.00 | 190,826.50 | 70.00 | 140,609.00 |
| 507-01-A | asphaltic surface treatment (1 application) | 62,667 | SQYD | 1.50 | 94,000.50 | 1.37 | 85,853.79 | 1.60 | 100,267.20 | 2.00 | 125,334.00 |
| 509-01 | cold planing asphaltic pavement | 47,745 | SQYD | 1.32 | 63,023.40 | 1.36 | 64,933.20 | 1.00 | 47,745.00 | 1.20 | 57,294.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,883 | CUYD | 0.01 | - 18.83 | 1.00 | - 1,883.00 | 1.00 | - 1,883.00 | 0.01 | - 18.83 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
600 | LNFT | 5.00 | 3,000.00 | 4.08 | 2,448.00 | 1.50 | 900.00 | 4.43 | 2,658.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
500 | LNFT | 5.00 | 2,500.00 | 4.08 | 2,040.00 | 2.50 | 1,250.00 | 4.43 | 2,215.00 |
| 602-03 | cleaning and sealing random cracks | 50 | LNFT | 10.00 | 500.00 | 5.30 | 265.00 | 6.50 | 325.00 | 5.70 | 285.00 |
| 602-08 | grinding concrete pavement | 533.0 | SQYD | 12.00 | 6,396.00 | 14.50 | 7,728.50 | 30.00 | 15,990.00 | 10.00 | 5,330.00 |
| 602-10 | longitudinal shoulder joints | 94,000 | LNFT | 0.99 | 93,060.00 | 0.90 | 84,600.00 | 1.25 | 117,500.00 | 1.00 | 94,000.00 |
| 702-04-B | adjusting catch basins | 16 | EACH | 1,900.00 | 30,400.00 | 1,908.00 | 30,528.00 | 400.00 | 6,400.00 | 2,100.00 | 33,600.00 |
| 703-01 | shoulder underdrain systems | 68,765 | LNFT | 7.16 | 492,357.40 | 7.42 | 510,236.30 | 9.00 | 618,885.00 | 7.95 | 546,681.75 |
| 703-02 | shoulder outlet underdrains | 229 | EACH | 305.00 | 69,845.00 | 530.00 | 121,370.00 | 200.00 | 45,800.00 | 256.00 | 58,624.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 120,000.00 | 120,000.00 | 75,000.00 | 75,000.00 | 32,000.00 | 32,000.00 | 180,000.00 | 180,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
26.705 | MILE | 400.00 | 10,682.00 | 185.00 | 4,940.42 | 300.00 | 8,011.50 | 350.00 | 9,346.75 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
26.705 | MILE | 1.00 | 26.70 | 318.00 | 8,492.19 | 550.00 | 14,687.75 | 600.00 | 16,023.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 35.606 | MILE | 1.00 | 35.60 | 530.00 | 18,871.18 | 350.00 | 12,462.10 | 357.00 | 12,711.34 |
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 590 | EACH | 2.00 | 1,180.00 | 1.50 | 885.00 | 1.30 | 767.00 | 1.50 | 885.00 |
| 716-01-A | mulch (vegetative) | 39.92 | ACRE | 400.00 | 15,968.00 | 636.00 | 25,389.12 | 600.00 | 23,952.00 | 950.00 | 37,924.00 |
| 717-01 | seeding | 1,198 | LB | 7.35 | 8,805.30 | 5.83 | 6,984.34 | 7.00 | 8,386.00 | 9.00 | 10,782.00 |
| 718-01 | fertilizer | 39,922 | LB | 0.55 | 21,957.10 | 0.32 | 12,775.04 | 0.25 | 9,980.50 | 0.40 | 15,968.80 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,000.00 | 4,000.00 | 4,240.00 | 4,240.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 74,000.00 | 74,000.00 | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 | 100,000.00 | 100,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 60.00 | 1,200.00 | 53.00 | 1,060.00 | 60.00 | 1,200.00 | 60.00 | 1,200.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 85.00 | 510.00 | 69.00 | 414.00 | 75.00 | 450.00 | 90.00 | 540.00 |
| 731-01 | nonreflectorized raised pavement markers | 157 | EACH | 11.00 | 1,727.00 | 10.60 | 1,664.20 | 12.00 | 1,884.00 | 12.65 | 1,986.05 |
| 731-02 | reflectorized raised pavement markers | 1,175 | EACH | 5.00 | 5,875.00 | 4.77 | 5,604.75 | 5.50 | 6,462.50 | 5.90 | 6,932.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.803 | MILE | 1,900.00 | 33,825.70 | 1,960.00 | 34,893.88 | 2,100.00 | 37,386.30 | 2,280.00 | 40,590.84 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.902 | MILE | 800.00 | 7,121.60 | 742.00 | 6,605.28 | 700.00 | 6,231.40 | 1,090.00 | 9,703.18 |
| 734-01 | rubblizing portland cement concrete pavement | 62,667 | SQYD | 2.90 | 181,734.30 | 3.27 | 204,921.09 | 3.00 | 188,001.00 | 3.35 | 209,934.45 |
| 735-01 | mailboxes | 30 | EACH | 2.00 | 60.00 | 1.06 | 31.80 | 50.00 | 1,500.00 | 20.00 | 600.00 |
| 735-02 | mailbox supports (single) | 58 | EACH | 140.00 | 8,120.00 | 122.00 | 7,076.00 | 150.00 | 8,700.00 | 170.00 | 9,860.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 744-01 | traffic control management | lump | LUMP | 35,000.00 | 35,000.00 | 33,000.00 | 33,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| S-001 | cement treated base course (12 inch depth) | 73,111 | SQYD | 8.00 | 584,888.00 | 10.31 | 753,774.41 | 7.80 | 570,265.80 | 8.83 | 645,570.13 |
| S-003 | rumble strips (ground-in) | 17.8 | MILE | 730.00 | 12,994.00 | 970.00 | 17,266.00 | 900.00 | 16,020.00 | 878.00 | 15,628.40 |
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
600 | LNFT | 5.00 | 3,000.00 | 4.08 | 2,448.00 | 2.00 | 1,200.00 | 4.43 | 2,658.00 |
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
500 | LNFT | 5.00 | 2,500.00 | 4.08 | 2,040.00 | 2.00 | 1,000.00 | 4.43 | 2,215.00 |
| S-927 | sawcuts in asphaltic concrete lifts | 600 | LNFT | 3.00 | 1,800.00 | 2.65 | 1,590.00 | 2.00 | 1,200.00 | 2.88 | 1,728.00 |
| CONTRACTOR TOTAL | 5,300,117.16 | 5,699,046.53 | 5,815,561.35 | 6,295,593.36 | |||||||