| READV |
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| DBE GOAL FED | |||
| Lead Project: 713-56-0048 | |||
| Parish: TERREBONNE | |||
| Routes: | |||
| Description: HOLLYWOOD DRAINAGE CANAL BRIDGE | |||
| Type Const:
clearing and grubbing, class ii base course, superpave asphaltic concrete pavement, pavement patching, concrete slab span bridge replacement and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $561,009.85 |
| 2 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $596,517.95 |
| 3 | 40312 | GRAY CONSTRUCTION CORP. | $599,238.08 |
| 4 | 00060 | F. MILLER & SONS, LLC | $636,422.65 |
| 5 | 00481 | COASTAL BRIDGE CO., L.L.C. | $636,499.85 |
| 6 | 06156 | LOW LAND CONSTRUCTION CO., INC. | $654,876.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 3 - GRAY CONSTRUCTION CORP. |
- 4 - F. MILLER & SONS, LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 15,300.00 | 15,300.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge (sta. 105+00; 67.9' long x 20' wide 4-span concrete bridge) |
1 | EACH | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 7,800.00 | 7,800.00 | 15,000.00 | 15,000.00 |
| 202-02-D | removal of concrete walks & drives | 12 | SQYD | 25.00 | 300.00 | 8.00 | 96.00 | 59.30 | 711.60 | 4.00 | 48.00 |
| 202-02-G | removal of surfacing & stabilized base | 906.8 | SQYD | 10.00 | 9,068.00 | 7.00 | 6,347.60 | 4.60 | 4,171.28 | 7.00 | 6,347.60 |
| 203-05-A | nonplastic embankment (stone)(adjusted vehicular measurement) |
392 | CUYD | 40.00 | 15,680.00 | 54.00 | 21,168.00 | 78.50 | 30,772.00 | 49.00 | 19,208.00 |
| 203-06 | excavation & embankment | lump | LUMP | 20,000.00 | 20,000.00 | 26,000.00 | 26,000.00 | 11,300.00 | 11,300.00 | 37,000.00 | 37,000.00 |
| 204-02 | temporary hay or straw bales | 11 | EACH | 12.00 | 132.00 | 5.00 | 55.00 | 12.00 | 132.00 | 20.00 | 220.00 |
| 204-03 | temporary slope drains | 100 | LNFT | 7.50 | 750.00 | 4.00 | 400.00 | 12.00 | 1,200.00 | 10.00 | 1,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 180.00 | 720.00 | 150.00 | 600.00 | 180.00 | 720.00 | 185.00 | 740.00 |
| 204-06 | temporary silt fencing | 800 | LNFT | 2.20 | 1,760.00 | 1.00 | 800.00 | 2.20 | 1,760.00 | 2.00 | 1,600.00 |
| 302-01-A | class ii base course (stone) | 296.7 | CUYD | 65.00 | 19,285.50 | 60.00 | 17,802.00 | 43.00 | 12,758.10 | 58.00 | 17,208.60 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
240 | CUYD | 45.00 | 10,800.00 | 45.00 | 10,800.00 | 69.00 | 16,560.00 | 49.00 | 11,760.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 50.00 | 10,000.00 | 38.00 | 7,600.00 | 62.70 | 12,540.00 | 49.00 | 9,800.00 |
| 502-01 | superpave asphaltic concrete | 618.0 | TON | 79.00 | 48,822.00 | 84.00 | 51,912.00 | 80.00 | 49,440.00 | 84.00 | 51,912.00 |
| 701-05-G | side drain pipe (18") | 172 | LNFT | 40.00 | 6,880.00 | 35.00 | 6,020.00 | 92.50 | 15,910.00 | 25.00 | 4,300.00 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 35.00 | 1,750.00 | 36.50 | 1,825.00 | 35.00 | 1,750.00 | 46.00 | 2,300.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 50.00 | 3,750.00 | 52.00 | 3,900.00 | 45.00 | 3,375.00 | 45.00 | 3,375.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 2,000.00 | 8,000.00 |
| 706-02-C | concrete drive (6" thick) | 58.8 | SQYD | 40.00 | 2,352.00 | 50.00 | 2,940.00 | 41.00 | 2,410.80 | 43.00 | 2,528.40 |
| 711-03-C | riprap (30 lb) | 229.0 | TON | 40.00 | 9,160.00 | 62.00 | 14,198.00 | 48.50 | 11,106.50 | 83.00 | 19,007.00 |
| 711-03-D | riprap (55 lb) | 560.0 | TON | 42.00 | 23,520.00 | 72.00 | 40,320.00 | 52.50 | 29,400.00 | 88.00 | 49,280.00 |
| 711-04 | geotextile fabric | 840 | SQYD | 2.50 | 2,100.00 | 1.60 | 1,344.00 | 1.60 | 1,344.00 | 3.00 | 2,520.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 16,000.00 | 16,000.00 | 6,500.00 | 6,500.00 | 7,700.00 | 7,700.00 | 36,000.00 | 36,000.00 |
| 724-02 | pavement widening | 97.8 | SQYD | 71.00 | 6,943.80 | 75.00 | 7,335.00 | 75.00 | 7,335.00 | 73.00 | 7,139.40 |
| 726-01 | bedding material | 43.0 | CUYD | 45.00 | 1,935.00 | 48.00 | 2,064.00 | 85.50 | 3,676.50 | 49.00 | 2,107.00 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 50,700.00 | 50,700.00 | 50,000.00 | 50,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 60.00 | 240.00 | 75.00 | 300.00 | 70.00 | 280.00 | 85.00 | 340.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 40,200.00 | 40,200.00 |
| 803-03 | steel sheet pile wall | 2,160 | SQFT | 20.00 | 43,200.00 | 27.00 | 58,320.00 | 26.40 | 57,024.00 | 25.00 | 54,000.00 |
| 804-01-C | precast concrete piles (16") | 1,700 | LNFT | 30.00 | 51,000.00 | 45.00 | 76,500.00 | 46.00 | 78,200.00 | 40.00 | 68,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 3,500.00 | 3,500.00 | 250.00 | 250.00 | 11,600.00 | 11,600.00 | 100.00 | 100.00 |
| 805-10 | bridge superstructure & substructure (28' clear rdwy, 60 degree crossing) |
4 | SPAN | 31,000.00 | 124,000.00 | 30,000.00 | 120,000.00 | 30,100.00 | 120,400.00 | 18,600.00 | 74,400.00 |
| 813-01 | concrete approach slabs | 112.01 | SQYD | 155.00 | 17,361.55 | 135.00 | 15,121.35 | 130.00 | 14,561.30 | 165.00 | 18,481.65 |
| S-001 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 2,900.00 | 2,900.00 | 2,500.00 | 2,500.00 |
| CONTRACTOR TOTAL | 561,009.85 | 596,517.95 | 599,238.08 | 636,422.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - COASTAL BRIDGE CO., L.L.C. |
- 6 - LOW LAND CONSTRUCTION CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 45,000.00 | 45,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 105+00; 67.9' long x 20' wide 4-span concrete bridge) |
1 | EACH | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 12 | SQYD | 25.00 | 300.00 | 165.00 | 1,980.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 906.8 | SQYD | 8.00 | 7,254.40 | 11.50 | 10,428.20 | ||||
| 203-05-A | nonplastic embankment (stone)(adjusted vehicular measurement) |
392 | CUYD | 60.00 | 23,520.00 | 60.00 | 23,520.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 5,500.00 | 5,500.00 | ||||
| 204-02 | temporary hay or straw bales | 11 | EACH | 14.00 | 154.00 | 21.50 | 236.50 | ||||
| 204-03 | temporary slope drains | 100 | LNFT | 10.00 | 1,000.00 | 19.80 | 1,980.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | 298.00 | 1,192.00 | ||||
| 204-06 | temporary silt fencing | 800 | LNFT | 2.50 | 2,000.00 | 3.34 | 2,672.00 | ||||
| 302-01-A | class ii base course (stone) | 296.7 | CUYD | 70.00 | 20,769.00 | 58.00 | 17,208.60 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
240 | CUYD | 60.00 | 14,400.00 | 58.00 | 13,920.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 35.00 | 7,000.00 | 45.00 | 9,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 618.0 | TON | 80.00 | 49,440.00 | 123.75 | 76,477.50 | ||||
| 701-05-G | side drain pipe (18") | 172 | LNFT | 50.00 | 8,600.00 | 48.00 | 8,256.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 40.00 | 2,000.00 | 50.00 | 2,500.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 45.00 | 3,375.00 | 62.50 | 4,687.50 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,812.50 | 11,250.00 | ||||
| 706-02-C | concrete drive (6" thick) | 58.8 | SQYD | 41.00 | 2,410.80 | 50.00 | 2,940.00 | ||||
| 711-03-C | riprap (30 lb) | 229.0 | TON | 45.00 | 10,305.00 | 50.00 | 11,450.00 | ||||
| 711-03-D | riprap (55 lb) | 560.0 | TON | 55.00 | 30,800.00 | 50.00 | 28,000.00 | ||||
| 711-04 | geotextile fabric | 840 | SQYD | 2.00 | 1,680.00 | 2.00 | 1,680.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 19,000.00 | 19,000.00 | 15,075.00 | 15,075.00 | ||||
| 724-02 | pavement widening | 97.8 | SQYD | 50.00 | 4,890.00 | 123.75 | 12,102.75 | ||||
| 726-01 | bedding material | 43.0 | CUYD | 60.00 | 2,580.00 | 90.50 | 3,891.50 | ||||
| 727-01 | mobilization | lump | LUMP | 60,000.00 | 60,000.00 | 33,625.00 | 33,625.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 91.00 | 364.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 4,000.00 | 4,000.00 | ||||
| 803-03 | steel sheet pile wall | 2,160 | SQFT | 27.00 | 58,320.00 | 26.00 | 56,160.00 | ||||
| 804-01-C | precast concrete piles (16") | 1,700 | LNFT | 50.00 | 85,000.00 | 38.00 | 64,600.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 15,000.00 | 15,000.00 | ||||
| 805-10 | bridge superstructure & substructure (28' clear rdwy, 60 degree crossing) |
4 | SPAN | 25,000.00 | 100,000.00 | 41,975.00 | 167,900.00 | ||||
| 813-01 | concrete approach slabs | 112.01 | SQYD | 165.00 | 18,481.65 | 250.00 | 28,002.50 | ||||
| S-001 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 1,777.50 | 1,777.50 | ||||
| CONTRACTOR TOTAL | 636,499.85 | 654,876.55 | |||||||||