| READV |
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| DBE GOAL FED | |||
| Lead Project: 713-34-0100 | |||
| Parish: MOREHOUSE | |||
| Routes: | |||
| Description: OFF SYSTEM BRIDGE REPLACEMENT IN MOREHOUSE PARISH | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $1,249,547.42 |
| 2 | 14788 | LOUISIANA BRIDGE, INC. | $1,397,992.37 |
| 18546 | C,W & W CONTRACTORS, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KOSTMAYER CONSTRUCTION, LLC |
- 2 - LOUISIANA BRIDGE, INC. |
C,W & W CONTRACTORS, INC. |
|
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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 | 39,000.00 | 39,000.00 | 16,780.00 | 16,780.00 | 63,000.00 | 63,000.00 | ||
| 202-02-A-01 | removal of bridge(sta.1 +176, 9.294m(l) x 7.052m(w), 2-span timber w/gravel deck) |
1 | ea | 5,500.00 | 5,500.00 | 7,915.00 | 7,915.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-02 | removal of bridge(sta.1 +153, 9.135m(l) x 6.837m(w), 2-span timber w/asphalt deck) |
1 | ea | 5,500.00 | 5,500.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-03 | removal of bridge(sta.1 +155,11.387m(l) x 7.277m(w), 2-span timber w/gravel deck) |
1 | ea | 5,500.00 | 5,500.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-04 | removal of bridge(sta.1 +154,10.021m(l) x 6.819m(w), 2-span timber w/asphalt deck) |
1 | ea | 5,500.00 | 5,500.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-05 | removal of bridge(sta.1 +163,28.118m(l) x 6.961m(w), 6-span timber w/asphalt deck) |
1 | ea | 10,500.00 | 10,500.00 | 6,000.00 | 6,000.00 | 30,000.00 | 30,000.00 | ||
| 203-06 | excavation & embankment | lump | lump | 37,000.00 | 37,000.00 | 90,275.00 | 90,275.00 | 80,000.00 | 80,000.00 | ||
| 204-02 | temporary hay or straw bales | 220 | ea | 11.00 | 2,420.00 | 7.00 | 1,540.00 | 10.00 | 2,200.00 | ||
| 204-03 | temporary slope drains | 180 | ln m | 30.00 | 5,400.00 | 1.00 | 180.00 | 20.00 | 3,600.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 20 | ea | 120.00 | 2,400.00 | 85.25 | 1,705.00 | 140.00 | 2,800.00 | ||
| 204-06 | temporary silt fencing | 210 | ln m | 5.00 | 1,050.00 | 4.75 | 997.50 | 8.00 | 1,680.00 | ||
| 302-01 | class ii base course | 868.2 | cu m | 60.00 | 52,092.00 | 85.00 | 73,797.00 | 55.00 | 47,751.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | cu m | 60.00 | 480.00 | 100.00 | 800.00 | 70.00 | 560.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 74.5 | cu m | 60.00 | 4,470.00 | 100.00 | 7,450.00 | 70.00 | 5,215.00 | ||
| 502-01-A | superpave asphaltic concrete (level 1) | 641.9 | Mg | 160.00 | 102,704.00 | 142.00 | 91,149.80 | 200.00 | 128,380.00 | ||
| 701-05-G | side drain pipe (450 mm) | 12.6 | ln m | 130.00 | 1,638.00 | 195.00 | 2,457.00 | 95.00 | 1,197.00 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 32.0 | ln m | 130.00 | 4,160.00 | 195.00 | 6,240.00 | 95.00 | 3,040.00 | ||
| 701-05-I | side drain pipe (600 mm) | 10.6 | ln m | 170.00 | 1,802.00 | 220.00 | 2,332.00 | 110.00 | 1,166.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 40.0 | ln m | 170.00 | 6,800.00 | 220.00 | 8,800.00 | 110.00 | 4,400.00 | ||
| 701-05-M | side drain pipe (900 mm) | 12.0 | ln m | 210.00 | 2,520.00 | 265.00 | 3,180.00 | 175.00 | 2,100.00 | ||
| 701-05-O-01 | side drain pipe (1200 mm)(erosion) | 136.0 | ln m | 310.00 | 42,160.00 | 322.00 | 43,792.00 | 160.00 | 21,760.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 121.92 | ln m | 170.00 | 20,726.40 | 156.25 | 19,050.00 | 170.00 | 20,726.40 | ||
| 704-09 | guard rail anchor sections (turndown) | 60.96 | ln m | 112.00 | 6,827.52 | 96.50 | 5,882.64 | 105.00 | 6,400.80 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,400.00 | 19,200.00 | 1,875.00 | 15,000.00 | 2,100.00 | 16,800.00 | ||
| 705-01 | barbed wire fence | 20 | ln m | 24.00 | 480.00 | 17.25 | 345.00 | 40.00 | 800.00 | ||
| 705-06-B | chain link fence (1500 mm height) | 30 | ln m | 55.00 | 1,650.00 | 45.50 | 1,365.00 | 45.00 | 1,350.00 | ||
| 711-01-C | riprap (15 kg,360mm thick ) | 453 | sq m | 50.00 | 22,650.00 | 60.00 | 27,180.00 | 60.00 | 27,180.00 | ||
| 711-04 | geotextile fabric | 453 | sq m | 3.00 | 1,359.00 | 3.00 | 1,359.00 | 4.00 | 1,812.00 | ||
| 712-04 | flexible revetment | 580 | sq m | 43.00 | 24,940.00 | 60.00 | 34,800.00 | 55.00 | 31,900.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 36,000.00 | 36,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | ||
| 726-01 | bedding material | 77.3 | cu m | 60.00 | 4,638.00 | 85.25 | 6,589.82 | 75.00 | 5,797.50 | ||
| 727-01 | mobilization | lump | lump | 100,000.00 | 100,000.00 | 75,071.50 | 75,071.50 | 120,000.00 | 120,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 85.00 | 340.00 | 75.00 | 300.00 | 85.00 | 340.00 | ||
| 729-16-C | object marker assembly (type 3) | 24 | ea | 110.00 | 2,640.00 | 75.00 | 1,800.00 | 85.00 | 2,040.00 | ||
| 740-01 | construction layout | lump | lump | 50,000.00 | 50,000.00 | 26,025.00 | 26,025.00 | 41,500.00 | 41,500.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 1,345.6 | ln m | 120.00 | 161,472.00 | 133.50 | 179,637.60 | 190.00 | 255,664.00 | ||
| 804-12 | loading permanent piles | 4 | ea | 100.00 | 400.00 | 1.00 | 4.00 | NO BID | NO BID | ||
| 805-01-B | class a concrete (box culvert headwalls) | 23.58 | cu m | 1,100.00 | 25,938.00 | 1,192.00 | 28,107.36 | 190.00 | 4,480.20 | ||
| 805-10-A | bridge superstructure & substructure(7.3m clr. rdwy; 90 degree crossing) |
3 | span | 20,000.00 | 60,000.00 | 17,631.75 | 52,895.25 | 1,000.00 | 3,000.00 | ||
| 805-10-B | bridge superstructure & substructure(8.5m clr. rdwy; 90 degree crossing) |
13 | span | 20,000.00 | 260,000.00 | 19,045.00 | 247,585.00 | 1,000.00 | 13,000.00 | ||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 70.00 | ln m | 950.00 | 66,500.00 | 3,204.00 | 224,280.00 | 18,000.00 | 1,260,000.00 | ||
| 806-01 | deformed reinforcing steel | 1,418 | kg | 2.25 | 3,190.50 | 3.05 | 4,324.90 | 1.50 | 2,127.00 | ||
| S-101 | concrete approach slabs (7.3 m clr. rdwy.; 90 deg. crossing) |
2 | ea | 7,000.00 | 14,000.00 | 6,000.00 | 12,000.00 | 4,000.00 | 8,000.00 | ||
| S-102 | concrete approach slabs (8.5 m clr. rdwy.; 90 deg. crossing) |
4 | ea | 7,000.00 | 28,000.00 | 7,500.00 | 30,000.00 | 5,000.00 | 20,000.00 | ||
| CONTRACTOR TOTAL | 1,249,547.42 | 1,397,992.37 | IRREGULAR | ||||||||