| READV |
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| DBE GOAL FED | |||
| Lead Project: 450-07-0082 | |||
| Parish: IBERVILLE, W BATON ROUGE | |||
| Routes: I-10 | |||
| Description: RAMAH - WBR PARISH LINE & IBERVILLE PARISH LINE - LA 415 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $6,258,141.61 |
| 04089 | H & S CONSTRUCTION CO., INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
H & S CONSTRUCTION CO., INC. |
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| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 5,100 | CUYD | 17.80 | 90,780.00 | 10.25 | 52,275.00 | ||||
| 307-01-A | permeable base (3" thick) | 19,696.7 | SQYD | 9.18 | 180,815.70 | 10.40 | 204,845.68 | ||||
| 307-01-B | permeable base (4" thick) | 39,882.2 | SQYD | 10.32 | 411,584.30 | 14.20 | 566,327.24 | ||||
| 502-01 | superpave asphaltic concrete | 49,342.9 | TON | 50.76 | 2,504,645.60 | 46.00 | 2,269,773.40 | ||||
| 509-01-A | cold planing asphaltic pavement (2" deep) | 407 | SQYD | 2.65 | 1,078.55 | 3.27 | 1,330.89 | ||||
| 509-01-B | cold planing asphaltic pavement (6" deep) | 39,881 | SQYD | 3.95 | 157,529.95 | 9.64 | 384,452.84 | ||||
| 509-01-C | cold planing asphaltic pavement (6 3/4" avg depth) | 95,718 | SQYD | 4.14 | 396,272.52 | 3.94 | 377,128.92 | ||||
| 509-01-D | cold planing asphaltic pavement (7 1/2" deep) | 15,953 | SQYD | 4.83 | 77,052.99 | 4.92 | 78,488.76 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13,483 | CUYD | 0.10 | - 1,348.30 | 0.01 | - 134.83 | ||||
| 602-07-G-01 | patching continuously reinforced concrete pavement (8" thick)(16.0 sq. yd and under) |
40.0 | SQYD | 195.00 | 7,800.00 | 650.00 | 26,000.00 | ||||
| 602-07-G-02 | patching continuously reinforced concrete pavement (8" thick)(16.1 sq. yd to 48.0 sq. yd) |
26.7 | SQYD | 200.00 | 5,340.00 | 650.00 | 17,355.00 | ||||
| 602-07-G-03 | patching continuously reinforced concrete pavement (8" thick)(48.1 sq. yd and over) |
200.0 | SQYD | 210.00 | 42,000.00 | 625.00 | 125,000.00 | ||||
| 711-04 | geotextile fabric (class b, c, or d) | 21,010 | SQYD | 2.71 | 56,937.10 | 1.75 | 36,767.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 172,250.00 | 172,250.00 | 265,500.00 | 265,500.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 2,400 | LNFT | 0.33 | 792.00 | 0.35 | 840.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
27.480 | MILE | 335.00 | 9,205.80 | 520.00 | 14,289.60 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
27.480 | MILE | 285.00 | 7,831.80 | 297.00 | 8,161.56 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 54.961 | MILE | 500.00 | 27,480.50 | 520.00 | 28,579.72 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
45 | EACH | 735.00 | 33,075.00 | 549.00 | 24,705.00 | ||||
| 716-01-A | mulch (vegetative) | 4.42 | ACRE | 667.00 | 2,948.14 | 693.00 | 3,063.06 | ||||
| 717-01 | seeding | 88 | LB | 11.11 | 977.68 | 11.50 | 1,012.00 | ||||
| 718-01 | fertilizer | 2,206 | LB | 0.28 | 617.68 | 0.30 | 661.80 | ||||
| 722-01 | project site laboratory | 1 | EACH | 60,000.00 | 60,000.00 | 10,000.00 | 10,000.00 | ||||
| 724-01-A | pavement patching (6" minimum thickness) | 227 | SQYD | 79.21 | 17,980.67 | 100.00 | 22,700.00 | ||||
| 727-01 | mobilization | lump | LUMP | 580,375.00 | 580,375.00 | 380,000.00 | 380,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 72.22 | 1,444.40 | 70.00 | 1,400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 72.22 | 1,444.40 | 79.00 | 1,580.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 500 | EACH | 8.89 | 4,445.00 | 9.25 | 4,625.00 | ||||
| 731-02 | reflectorized raised pavement markers | 3,049 | EACH | 5.50 | 16,769.50 | 5.72 | 17,440.28 | ||||
| 732-01-C | plastic pavement striping (8" width) | 600 | LNFT | 0.98 | 588.00 | 1.02 | 612.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.816 | MILE | 1,935.00 | 26,733.96 | 2,012.00 | 27,797.79 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.908 | MILE | 656.00 | 4,531.64 | 717.00 | 4,953.03 | ||||
| 740-01 | construction layout | lump | LUMP | 38,110.00 | 38,110.00 | 70,000.00 | 70,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 422,915.00 | 422,915.00 | 60,000.00 | 60,000.00 | ||||
| 805-03-A | class aa concrete (high early strength) | 28.95 | CUYD | 6,115.00 | 177,029.25 | 6,000.00 | 173,700.00 | ||||
| 805-11 | strip seal joints | 197.50 | LNFT | 245.00 | 48,387.50 | 253.00 | 49,967.50 | ||||
| 806-01 | deformed reinforcing steel | 4,446 | LB | 2.78 | 12,359.88 | 2.88 | 12,804.48 | ||||
| 813-01 | concrete approach slabs | 90.00 | SQYD | 367.00 | 33,030.00 | 690.00 | 62,100.00 | ||||
| S-001 | rumble strips (ground-in) | 13.9 | MILE | 1,056.00 | 14,678.40 | 520.00 | 7,228.00 | ||||
| S-002 | variable message sign unit | 10 | EACH | 22,700.00 | 227,000.00 | 8,600.00 | 86,000.00 | ||||
| S-003 | removal of bridge joint | 5 | EACH | 17,225.00 | 86,125.00 | 18,825.00 | 94,125.00 | ||||
| S-004 | tree removal | 150 | EACH | 280.00 | 42,000.00 | 400.00 | 60,000.00 | ||||
| S-005 | raising and/or undersealing concrete approach slabs (polyeurethane) |
2,000 | LB | 7.50 | 15,000.00 | 7.00 | 14,000.00 | ||||
| S-006 | permeable drain outlet (15 feet wide) | 512 | EACH | 438.00 | 224,256.00 | NO BID | NO BID | ||||
| S-007 | permeable drain outlet (9 feet wide) | 22 | EACH | 280.00 | 6,160.00 | NO BID | NO BID | ||||
| S-101 | removal of approach slabs | lump | LUMP | 11,111.00 | 11,111.00 | 16,000.00 | 16,000.00 | ||||
| CONTRACTOR TOTAL | 6,258,141.61 | IRREGULAR | |||||||||