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| Lead Project: 713-16-0107 | |||
| Parish: DESOTO | |||
| Routes: 9 td> | |||
| Description: JESSE LATIN ROAD BRIDGE & FUNSTON ROAD BRIDGE | |||
| Type Const:
clearing and grubbing, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $258,457.00 |
| 2 | 31970 | S.F.C. CONTRACT SERVICES, INC. | $279,568.30 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $290,037.00 |
| 4 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $333,126.00 |
| 5 | 09090 | GUINN BROTHERS, LLC. | $367,750.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 2 - S.F.C. CONTRACT SERVICES, INC. |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - BLOUNT BROS. CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 8,740.00 | 8,740.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge(sta.107+65;14.4' x 29', 2-span treated timber) |
1 | EACH | 8,000.00 | 8,000.00 | 10,160.00 | 10,160.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 202-02-01 | removal of tank car(sta. 105+00;96" dia. x 40' tank car) |
lump | lump | 5,000.00 | 5,000.00 | 10,160.00 | 10,160.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 26,200.00 | 26,200.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 204-02 | temporary hay or straw bales | 10 | EACH | 10.00 | 100.00 | 28.00 | 280.00 | 15.00 | 150.00 | 10.00 | 100.00 |
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 100.00 | 1,000.00 | 98.00 | 980.00 | 200.00 | 2,000.00 | 200.00 | 2,000.00 |
| 204-06 | temporary silt fencing | 400 | LNFT | 3.00 | 1,200.00 | 4.70 | 1,880.00 | 3.00 | 1,200.00 | 4.00 | 1,600.00 |
| 302-01 | class ii base course | 93.0 | CUYD | 70.00 | 6,510.00 | 123.00 | 11,439.00 | 100.00 | 9,300.00 | 60.00 | 5,580.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
10 | CUYD | 70.00 | 700.00 | 123.00 | 1,230.00 | 100.00 | 1,000.00 | 60.00 | 600.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 50.1 | CUYD | 70.00 | 3,507.00 | 123.00 | 6,162.30 | 70.00 | 3,507.00 | 60.00 | 3,006.00 |
| 502-01 | superpave asphaltic concrete | 72.0 | TON | 160.00 | 11,520.00 | 380.00 | 27,360.00 | 250.00 | 18,000.00 | 200.00 | 14,400.00 |
| 701-01-Q/S | cross drain pipe (60" rcp or 72" cmp) | 264 | LNFT | 240.00 | 63,360.00 | 190.00 | 50,160.00 | 175.00 | 46,200.00 | 270.00 | 71,280.00 |
| 701-01-S/U | cross drain pipe (72" rcp or 84" cmp) | 198 | LNFT | 320.00 | 63,360.00 | 241.00 | 47,718.00 | 250.00 | 49,500.00 | 300.00 | 59,400.00 |
| 712-02 | sacked concrete revetment | 154 | SQYD | 60.00 | 9,240.00 | 72.00 | 11,088.00 | 70.00 | 10,780.00 | 60.00 | 9,240.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 10,915.00 | 10,915.00 | 13,000.00 | 13,000.00 | 20,000.00 | 20,000.00 |
| 726-01 | bedding material | 322.0 | CUYD | 60.00 | 19,320.00 | 97.00 | 31,234.00 | 80.00 | 25,760.00 | 60.00 | 19,320.00 |
| 727-01 | mobilization | lump | LUMP | 15,000.00 | 15,000.00 | 12,600.00 | 12,600.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 80.00 | 640.00 | 70.00 | 560.00 | 80.00 | 640.00 | 200.00 | 1,600.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 6,380.00 | 6,380.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| S-001 | placement of existing large rock | lump | LUMP | 5,000.00 | 5,000.00 | 4,322.00 | 4,322.00 | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 258,457.00 | 279,568.30 | 290,037.00 | 333,126.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GUINN BROTHERS, LLC. |
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|
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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 | 20,000.00 | 20,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta.107+65;14.4' x 29', 2-span treated timber) |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-01 | removal of tank car(sta. 105+00;96" dia. x 40' tank car) |
lump | lump | 8,000.00 | 8,000.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 28,000.00 | 28,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 10.00 | 100.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 100.00 | 1,000.00 | ||||||
| 204-06 | temporary silt fencing | 400 | LNFT | 3.00 | 1,200.00 | ||||||
| 302-01 | class ii base course | 93.0 | CUYD | 100.00 | 9,300.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
10 | CUYD | 100.00 | 1,000.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 50.1 | CUYD | 100.00 | 5,010.00 | ||||||
| 502-01 | superpave asphaltic concrete | 72.0 | TON | 250.00 | 18,000.00 | ||||||
| 701-01-Q/S | cross drain pipe (60" rcp or 72" cmp) | 264 | LNFT | 300.00 | 79,200.00 | ||||||
| 701-01-S/U | cross drain pipe (72" rcp or 84" cmp) | 198 | LNFT | 460.00 | 91,080.00 | ||||||
| 712-02 | sacked concrete revetment | 154 | SQYD | 90.00 | 13,860.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 726-01 | bedding material | 322.0 | CUYD | 100.00 | 32,200.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| S-001 | placement of existing large rock | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| CONTRACTOR TOTAL | 367,750.00 | ||||||||||