| |||
| Lead Project: 009-31-0009 | |||
| Parish: GRANT | |||
| Routes: LA 492 | |||
| Description: JCT US 71 - JCT LA 8 | |||
| Type Const:
superpave asphaltic concrete, asphaltic surface treatment, pavement widening, and related work. | |||
| Estimated Construction Cost: $2,495,790.13 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,832,534.93 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,898,418.30 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,263,978.34 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - 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 | 45 | SQYD | 50.00 | 2,250.00 | 10.00 | 450.00 | 10.00 | 450.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,600 | CUYD | 18.00 | 28,800.00 | 15.00 | 24,000.00 | 87.00 | 139,200.00 | ||
| 502-01 | superpave asphaltic concrete | 9,581.6 | TON | 68.00 | 651,548.80 | 77.00 | 737,783.20 | 78.15 | 748,802.04 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
449.9 | TON | 118.00 | 53,088.20 | 77.00 | 34,642.30 | 150.00 | 67,485.00 | ||
| 507-01-B-01 | asphaltic surface treatment (2 applications) (type e) | 62,559 | SQYD | 3.25 | 203,316.75 | 3.00 | 187,677.00 | 3.25 | 203,316.75 | ||
| 507-01-B-02 | asphaltic surface treatment (2 applications) (type b) | 10,027 | SQYD | 3.50 | 35,094.50 | 3.05 | 30,582.35 | 3.50 | 35,094.50 | ||
| 509-01 | cold planing asphaltic pavement | 52,239 | SQYD | 1.10 | 57,462.90 | 0.75 | 39,179.25 | 0.65 | 33,955.35 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,755 | CUYD | 0.10 | - 275.50 | 0.01 | - 27.55 | 0.01 | - 27.55 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.598 | MILE | 140.00 | 1,343.72 | 225.00 | 2,159.55 | 450.00 | 4,319.10 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.911 | MILE | 300.00 | 3,873.30 | 200.00 | 2,582.20 | 1.00 | 12.91 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 32.236 | MILE | 200.00 | 6,447.20 | 1.00 | 32.24 | 1.00 | 32.24 | ||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 3,396 | EACH | 1.65 | 5,603.40 | 1.60 | 5,433.60 | 1.50 | 5,094.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 69.00 | 69,000.00 | 100.00 | 100,000.00 | 75.00 | 75,000.00 | ||
| 724-02 | pavement widening | 13,971.0 | SQYD | 31.00 | 433,101.00 | 37.00 | 516,927.00 | 42.00 | 586,782.00 | ||
| 727-01 | mobilization | lump | LUMP | 130,000.00 | 130,000.00 | 39,000.00 | 39,000.00 | 140,000.00 | 140,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 850 | EACH | 5.00 | 4,250.00 | 5.00 | 4,250.00 | 5.85 | 4,972.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 47 | LNFT | 3.30 | 155.10 | 10.00 | 470.00 | 4.50 | 211.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.088 | MILE | 2,300.00 | 34,702.40 | 1,900.00 | 28,667.20 | 2,900.00 | 43,755.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.610 | MILE | 880.00 | 4,056.80 | 800.00 | 3,688.00 | 880.00 | 4,056.80 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 440.00 | 880.00 | 800.00 | 1,600.00 | 485.00 | 970.00 | ||
| 735-01 | mailboxes | 61 | EACH | 1.00 | 61.00 | 1.00 | 61.00 | 10.00 | 610.00 | ||
| 735-02 | mailbox supports (single) | 51 | EACH | 130.00 | 6,630.00 | 120.00 | 6,120.00 | 135.00 | 6,885.00 | ||
| 735-03 | mailbox supports (double) | 5 | EACH | 200.00 | 1,000.00 | 175.00 | 875.00 | 200.00 | 1,000.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 310.00 | 310.00 | 320.00 | 320.00 | 325.00 | 325.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||
| S-001 | saw cutting | 20,500 | INFT | 0.49 | 10,045.00 | 0.75 | 15,375.00 | 0.75 | 15,375.00 | ||
| S-002 | sawcuts in asphaltic concrete lifts | 32,838 | LNFT | 0.80 | 26,270.40 | 1.25 | 41,047.50 | 0.75 | 24,628.50 | ||
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
25,102 | LNFT | 1.10 | 27,612.20 | 1.55 | 38,908.10 | 1.55 | 38,908.10 | ||
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
7,736 | LNFT | 1.41 | 10,907.76 | 1.76 | 13,615.36 | 1.65 | 12,764.40 | ||
| CONTRACTOR TOTAL | 1,832,534.93 | 1,898,418.30 | 2,263,978.34 | ||||||||