| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 713-59-0217 | |||
| Parish: WASHINGTON | |||
| Routes: | |||
| Description: LEE RD BRIDGE, TULLOUS RD BRIDGE & TCHEFUNCTE RIVER BRIDGE | |||
| Type Const:
clearing and grubbing, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $1,135,291.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 27492 | GLYNN W. LEONARD, INC. | $1,362,385.60 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,468,556.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GLYNN W. LEONARD, INC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 136,000.00 | 136,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.1+165.054;29.80 m x 6.94 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta.1+158.669;16.98 m x 6.87 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-03 | removal of bridge(sta.1+153.725;19.43 m x 4.70 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 203-06 | excavation & embankment | lump | lump | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | ||||
| 204-02 | temporary hay or straw bales | 160 | ea | 10.00 | 1,600.00 | 10.00 | 1,600.00 | ||||
| 204-03 | temporary slope drains | 40 | ln m | 25.00 | 1,000.00 | 25.00 | 1,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 21 | ea | 300.00 | 6,300.00 | 200.00 | 4,200.00 | ||||
| 204-06 | temporary silt fencing | 260 | ln m | 16.40 | 4,264.00 | 8.00 | 2,080.00 | ||||
| 302-01 | class ii base course | 330.6 | cu m | 85.00 | 28,101.00 | 155.00 | 51,243.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
51 | cu m | 115.00 | 5,865.00 | 155.00 | 7,905.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 82.0 | cu m | 115.00 | 9,430.00 | 100.00 | 8,200.00 | ||||
| 502-01 | superpave asphaltic concrete | 304.4 | Mg | 260.00 | 79,144.00 | 275.00 | 83,710.00 | ||||
| 701-02-P | cross drain pipe arch (2400 mm equiv. rcpa) | 76.8 | ln m | 2,200.00 | 168,960.00 | 2,700.00 | 207,360.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 175.00 | 10,668.00 | 200.00 | 12,192.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 115.00 | 3,505.20 | 100.00 | 3,048.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 23 | ln m | 50.00 | 1,150.00 | 30.00 | 690.00 | ||||
| 711-01-C | riprap (15 kg,360 mm thick ) | 491 | sq m | 105.00 | 51,555.00 | 90.00 | 44,190.00 | ||||
| 711-04 | geotextile fabric | 491 | sq m | 4.00 | 1,964.00 | 3.00 | 1,473.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.4 | hctr | 3,000.00 | 1,200.00 | 4,000.00 | 1,600.00 | ||||
| 717-01 | seeding | 16 | kg | 25.00 | 400.00 | 50.00 | 800.00 | ||||
| 718-01 | fertilizer | 395 | kg | 1.00 | 395.00 | 3.00 | 1,185.00 | ||||
| 726-01 | bedding material | 129.9 | cu m | 90.00 | 11,691.00 | 55.00 | 7,144.50 | ||||
| 727-01 | mobilization | lump | lump | 60,000.00 | 60,000.00 | 110,000.00 | 110,000.00 | ||||
| 729-01 | sign (type a) | 1.86 | sq m | 190.00 | 353.40 | 200.00 | 372.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 50.00 | 200.00 | 75.00 | 300.00 | ||||
| 729-16-C | object marker assembly (type 3) | 12 | ea | 75.00 | 900.00 | 100.00 | 1,200.00 | ||||
| 729-21 | u-channel post | 2 | ea | 75.00 | 150.00 | 100.00 | 200.00 | ||||
| 740-01 | construction layout | lump | lump | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | ||||
| 804-01-B | precast concrete piles (350 mm) | 973.0 | ln m | 140.00 | 136,220.00 | 210.00 | 204,330.00 | ||||
| 804-12 | loading permanent piles | 2 | ea | 500.00 | 1,000.00 | 100.00 | 200.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 93.06 | cu m | 1,350.00 | 125,631.00 | 1,800.00 | 167,508.00 | ||||
| 805-10-A | bridge superstructure & substructure(90 degree crossing; 8.5 m rdwy.) |
6 | span | 28,000.00 | 168,000.00 | 26,200.00 | 157,200.00 | ||||
| 805-10-B | bridge superstructure & substructure(90 degree crossing; 7.3 m rdwy.) (precast) |
5 | span | 26,000.00 | 130,000.00 | 26,200.00 | 131,000.00 | ||||
| 806-01 | deformed reinforcing steel | 4,313 | kg | 3.00 | 12,939.00 | 2.00 | 8,626.00 | ||||
| S-101 | concrete approach slabs(90 degree crossing; 8.5 m rdwy.) |
2 | ea | 10,000.00 | 20,000.00 | 7,000.00 | 14,000.00 | ||||
| S-102 | concrete approach slabs(90 degree crossing; 7.3 m rdwy.) |
2 | ea | 10,000.00 | 20,000.00 | 7,000.00 | 14,000.00 | ||||
| CONTRACTOR TOTAL | 1,362,385.60 | 1,468,556.50 | |||||||||