| |||
| Lead Project: 014-02-0020 | |||
| Parish: JEFF DAVIS | |||
| Routes: US 165 | |||
| Description: I-10 - FENTON | |||
| Type Const:
grading, drainage structures, lime treat, subgrade layer, class ii base course, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges & related work | |||
| Estimated Construction Cost: $27,701,071.34 | |||
| Maximum Number of Days Allowed for Construction: 700 | |||
| Calculated Daily User Cost: $2,900.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $23,463,465.61 | 600 | $2,098,800.00 | $27,302,265.61 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $26,440,853.97 | 700 | $2,098,800.00 | $30,569,653.97 |
| 3 | 39462 | DENTON-JAMES LLC | $27,382,044.09 | 700 | $896,500.00 | $30,308,544.09 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $29,711,530.71 | 700 | $896,500.00 | $32,638,030.71 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DENTON-JAMES LLC |
- 4 - H & S CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 900,000.00 | 900,000.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures and obstructions | lump | lump | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 202-02-A | removal of bridges (sta. 117+25.63; 18.593 m x 9.750 m concrete t-girder bridge) |
1 | ea | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 22,000.00 | 22,000.00 | 25.00 | 25.00 |
| 202-02-C | removal of portland cement concrete pavement | 23,303 | sq m | 4.50 | 104,863.50 | 6.00 | 139,818.00 | 5.50 | 128,166.50 | 10.00 | 233,030.00 |
| 202-02-D | removal of concrete walks & drives | 2,508 | sq m | 10.00 | 25,080.00 | 10.00 | 25,080.00 | 9.00 | 22,572.00 | 8.00 | 20,064.00 |
| 202-02-H | removal of guard rail | 330 | ln m | 20.00 | 6,600.00 | 15.00 | 4,950.00 | 14.00 | 4,620.00 | 20.00 | 6,600.00 |
| 202-02-01 | removal of 3.0 m x 3.7 m shed (lt. of sta. 17+00) | 1 | ea | 500.00 | 500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-02 | removal of 23.6 m x 11.9 m brick residence (lt. of sta. 17+40)(contains non-friable asb. & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 202-02-03 | removal of 7.7 m x 6.2 m shed (lt. of sta. 18+15) | 1 | ea | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 200.00 | 200.00 |
| 202-02-04 | removal of 8.8 m x 12.9 wood frame residence (lt. of sta. 18+25) contains non-friable asbestos) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-05 | removal of sign (lt. of sta. 19+00) | 1 | ea | 1,000.00 | 1,000.00 | 400.00 | 400.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-06 | removal of 7.6 m x 6.1 m metal commercial building (lt. of sta. 19+50) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-07 | removal of sign (lt. of sta. 19+75) | 1 | ea | 1,000.00 | 1,000.00 | 350.00 | 350.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-08 | removal of 12.4 m x 17.0 m wood frame residence(lt. of sta. 20+90)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 |
| 202-02-09 | removal of 24.3 m x 8.5 m wood frame residence (lt. of sta. 22+40)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 |
| 202-02-10 | removal of sign (lamar)(lt. of sta. 22+85) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-11 | removal of sign (lamar)(lt. of sta. 23+70) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-12 | removal of sign (lamar)(lt. of sta. 25+20) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-13 | removal of 14.6 m x 18.3 m cinder block commercial building (lt. of sta. 27+30) |
1 | ea | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 |
| 202-02-14 | removal of 14.3 m x 27.3 m brick residence (lt. of sta. 28+25) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 |
| 202-02-15 | removal of entrance gate and fence (lt. of sta. 29+80) | 1 | ea | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 202-02-16 | removal of sign (alicia hay farm and woodlawn baptist church)(lt. of sta. 43+25) |
1 | ea | 500.00 | 500.00 | 200.00 | 200.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-17 | removal of 9.3 m x 7.3 m wood frame residence (lt. of sta. 49+65) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 202-02-18 | removal of 8.8 m x 19.0 m brick residence (lt. of sta. 52+15)(contains non-friable asbestos) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-19 | removal of 9.6 m x 10.5 m wood frame residence (lt. of sta. 42+75)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-20 | removal of 6.0 m x 8.1 m shed (lt. of sta. 54+75) | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-21 | removal of 2.8 m x 3.8 m shed (lt. of sta. 54+85) | 1 | ea | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-22 | removal of 16.0 m x 7.4 m wood frame residence (lt. of sta. 57+25) |
1 | ea | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-23 | removal of 13.5 m x 9.6 m shed (lt. of sta. 57+45) | 1 | ea | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-24 | removal of sign (lamar)(rt. of sta. 60+00) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-25 | removal of 10.9 m x 19.0 m brick residence (lt. of sta. 60_+50)(contains non-friable asbestos) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 |
| 202-02-26 | removal of 10.7 m x 9.2 m garage (lt. of sta. 60+75) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-27 | removal of 7.4 m x 10.8 m shed (lt. of sta. 60+85) | 1 | ea | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-28 | removal of sign (rt. of sta. 61+55) | 1 | ea | 1,000.00 | 1,000.00 | 400.00 | 400.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-29 | removal of 7.4 m x 5.6 m cinder block building (lt. of sta. 110+25) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-30 | removal of sign (double lamar)(lt. of sta. 111+15) | 1 | ea | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-31 | removal of 21.6 m x 10.5 m wood frame residence (lt. of sta. 111+25) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-32 | removal of 22.3 m x 9.9 m wood frame residence(lt. of sta. 111+65)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-33 | removal of 20.7 m x 14.8 m wood frame residence (lt. of sta. 112+10) |
1 | ea | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 |
| 202-02-34 | removal of 18.8 m x 15.2 m wood frame residence (lt. of sta. 112+50) |
1 | ea | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 |
| 202-02-35 | removal of 15.3 m x 30.5 m metal frame building (rt. of sta. 112+70) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 |
| 202-02-36 | removal of 14.7 m x 9.3 m wood frame residence(lt. of sta. 112+90)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-37 | removal of 12.5 m x 12.5 m wood frame residence (lt. of sta. 113+50) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-38 | removal of 7.5 m x 7.3 m wood frame commercial building (rt. of sta. 114+25) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-39 | removal of 7.5 m x 13.5 m wood frame residence (lt. of sta. 114+30) |
1 | ea | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 202-02-40 | removal of 4.0 m x 3.5 m shed (lt. of sta. 114+50) | 1 | ea | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-41 | removal of sign (lamar)(rt. of sta. 115+15) | 1 | ea | 500.00 | 500.00 | 400.00 | 400.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 202-02-42 | removal of 19.3 m x 8.6 m wood frame residence(lt. of sta. 127+60)(contains non-friable asbestos & ext. transite siding) |
1 | ea | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 |
| 202-02-43 | removal of 7.3 m x 18.5 m mobile home and shed (lt. of sta. 160+25) (contains non-friable asbestos) |
1 | ea | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 |
| 202-02-44 | removal of 8.5 m x 20.4 m mobile home (lt. of sta. 161+70) |
1 | ea | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 |
| 202-02-45 | removal of sign (quiet oaks)(lt. of sta. 167+25) | 1 | ea | 500.00 | 500.00 | 400.00 | 400.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-46 | removal of 5.0 m x 4.8 m shed (lt. of sta. 175+40) | 1 | ea | 500.00 | 500.00 | 4,500.00 | 4,500.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 202-02-47 | removal of water well and tank (lt. of sta. 175+10) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 3,500.00 | 3,500.00 |
| 203-01 | general excavation | 145,355 | cu m | 4.00 | 581,420.00 | 5.00 | 726,775.00 | 4.50 | 654,097.50 | 5.00 | 726,775.00 |
| 203-02 | drainage excavation | 10,204 | cu m | 6.00 | 61,224.00 | 10.00 | 102,040.00 | 11.00 | 112,244.00 | 10.00 | 102,040.00 |
| 203-03 | muck excavation | 3,671 | cu m | 11.00 | 40,381.00 | 15.00 | 55,065.00 | 16.00 | 58,736.00 | 12.00 | 44,052.00 |
| 203-04 | embankment | 159,454 | cu m | 8.00 | 1,275,632.00 | 13.00 | 2,072,902.00 | 10.00 | 1,594,540.00 | 12.00 | 1,913,448.00 |
| 203-05-A | non-plastic embankment (stone) | 3,234 | cu m | 100.00 | 323,400.00 | 100.00 | 323,400.00 | 130.00 | 420,420.00 | 100.00 | 323,400.00 |
| 204-02 | temporary hay or straw bales | 424 | ea | 12.00 | 5,088.00 | 30.00 | 12,720.00 | 8.00 | 3,392.00 | 6.00 | 2,544.00 |
| 204-03 | temporary slope drains | 240 | ln m | 25.00 | 6,000.00 | 15.00 | 3,600.00 | 45.00 | 10,800.00 | 30.00 | 7,200.00 |
| 204-05-A | temporary sediment check dams (hay) | 34 | ea | 275.00 | 9,350.00 | 250.00 | 8,500.00 | 100.00 | 3,400.00 | 75.00 | 2,550.00 |
| 204-05-B | temporary sediment check dams (stone) | 15 | ea | 600.00 | 9,000.00 | 1,000.00 | 15,000.00 | 700.00 | 10,500.00 | 1,000.00 | 15,000.00 |
| 204-06 | temporary silt fencing | 16,978 | ln m | 7.00 | 118,846.00 | 5.00 | 84,890.00 | 4.30 | 73,005.40 | 3.30 | 56,027.40 |
| 204-07 | temporary stone construction entrance | 2 | ea | 1,500.00 | 3,000.00 | 2,200.00 | 4,400.00 | 2,000.00 | 4,000.00 | 3,000.00 | 6,000.00 |
| 302-02-E-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
14,717.0 | sq m | 13.00 | 191,321.00 | 16.00 | 235,472.00 | 15.00 | 220,755.00 | 13.00 | 191,321.00 |
| 302-02-H-01 | class ii base course (350 mm thick)(stone or recycled pccp) |
40,538.4 | sq m | 30.75 | 1,246,555.80 | 31.00 | 1,256,690.40 | 33.00 | 1,337,767.20 | 35.00 | 1,418,844.00 |
| 304-05 | lime treatment (type e) | 1,621.25 | Mg | 200.00 | 324,250.00 | 100.00 | 162,125.00 | 290.00 | 470,162.50 | 175.00 | 283,718.75 |
| 305-01-D | subgrade layer (300 mm thick) | 202,661 | sq m | 6.50 | 1,317,296.50 | 7.25 | 1,469,292.25 | 8.00 | 1,621,288.00 | 8.00 | 1,621,288.00 |
| 401-01 | aggregate surface course (net section) | 975.2 | cu m | 90.00 | 87,768.00 | 85.00 | 82,892.00 | 70.00 | 68,264.00 | 100.00 | 97,520.00 |
| 402-01 | traffic maintenance aggregate (adjusted vehicular measurement) |
750.0 | cu m | 90.00 | 67,500.00 | 90.00 | 67,500.00 | 75.00 | 56,250.00 | 100.00 | 75,000.00 |
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 578.5 | ln m | 165.00 | 95,452.50 | 285.00 | 164,872.50 | 240.00 | 138,840.00 | 300.00 | 173,550.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 193.9 | ln m | 200.00 | 38,780.00 | 300.00 | 58,170.00 | 310.00 | 60,109.00 | 400.00 | 77,560.00 |
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 18.1 | ln m | 379.00 | 6,859.90 | 530.00 | 9,593.00 | 390.00 | 7,059.00 | 800.00 | 14,480.00 |
| 701-02-B | cross drain pipe arch (450 mm equiv. rcpa) | 85.8 | ln m | 180.00 | 15,444.00 | 320.00 | 27,456.00 | 260.00 | 22,308.00 | 350.00 | 30,030.00 |
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 279.7 | ln m | 243.00 | 67,967.10 | 350.00 | 97,895.00 | 290.00 | 81,113.00 | 500.00 | 139,850.00 |
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 37.6 | ln m | 283.00 | 10,640.80 | 360.00 | 13,536.00 | 310.00 | 11,656.00 | 600.00 | 22,560.00 |
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 261.7 | ln m | 344.00 | 90,024.80 | 460.00 | 120,382.00 | 420.00 | 109,914.00 | 700.00 | 183,190.00 |
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 61.0 | ln m | 440.00 | 26,840.00 | 585.00 | 35,685.00 | 460.00 | 28,060.00 | 1,000.00 | 61,000.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 212.5 | ln m | 170.00 | 36,125.00 | 240.00 | 51,000.00 | 160.00 | 34,000.00 | 300.00 | 63,750.00 |
| 701-05-G | side drain pipe (450 mm) | 146.7 | ln m | 160.00 | 23,472.00 | 250.00 | 36,675.00 | 170.00 | 24,939.00 | 300.00 | 44,010.00 |
| 701-05-I | side drain pipe (600 mm) | 232.5 | ln m | 200.00 | 46,500.00 | 275.00 | 63,937.50 | 190.00 | 44,175.00 | 400.00 | 93,000.00 |
| 701-05-K | side drain pipe (750 mm) | 123.0 | ln m | 255.00 | 31,365.00 | 285.00 | 35,055.00 | 210.00 | 25,830.00 | 500.00 | 61,500.00 |
| 701-05-K-01 | side drain pipe (750 mm)(erosion) | 40.0 | ln m | 260.00 | 10,400.00 | 450.00 | 18,000.00 | 180.00 | 7,200.00 | 200.00 | 8,000.00 |
| 701-05-M-01 | side drain pipe (900 mm)(erosion) | 64.0 | ln m | 335.00 | 21,440.00 | 475.00 | 30,400.00 | 220.00 | 14,080.00 | 200.00 | 12,800.00 |
| 701-05-N | side drain pipe (1050 mm) | 55.0 | ln m | 410.00 | 22,550.00 | 800.00 | 44,000.00 | 270.00 | 14,850.00 | 800.00 | 44,000.00 |
| 701-06-E | side drain pipe arch (750 mm equiv.) | 141.4 | ln m | 290.00 | 41,006.00 | 350.00 | 49,490.00 | 200.00 | 28,280.00 | 500.00 | 70,700.00 |
| 701-06-F | side drain pipe arch (900 mm equiv.) | 360.7 | ln m | 350.00 | 126,245.00 | 360.00 | 129,852.00 | 240.00 | 86,568.00 | 700.00 | 252,490.00 |
| 701-06-G | side drain pipe arch (1050 mm equiv.) | 76.1 | ln m | 468.70 | 35,668.07 | 500.00 | 38,050.00 | 260.00 | 19,786.00 | 1,000.00 | 76,100.00 |
| 701-06-H | side drain pipe arch (1200 mm equiv.) | 19.6 | ln m | 585.00 | 11,466.00 | 800.00 | 15,680.00 | 360.00 | 7,056.00 | 1,100.00 | 21,560.00 |
| 701-06-I | side drain pipe arch (1350 mm equiv.) | 53.9 | ln m | 685.00 | 36,921.50 | 850.00 | 45,815.00 | 400.00 | 21,560.00 | 1,300.00 | 70,070.00 |
| 701-10-G | reinforced concrete pipe (extension)(450 mm) | 3.1 | ln m | 375.00 | 1,162.50 | 1,200.00 | 3,720.00 | 680.00 | 2,108.00 | 650.00 | 2,015.00 |
| 701-10-K | reinforced concrete pipe (extension)(750 mm) | 4.2 | ln m | 380.00 | 1,596.00 | 1,000.00 | 4,200.00 | 600.00 | 2,520.00 | 700.00 | 2,940.00 |
| 702-02-A | manholes (mh-06m) | 2 | ea | 6,000.00 | 12,000.00 | 7,000.00 | 14,000.00 | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 |
| 702-03-A | catch basins (cb-01m) | 46 | ea | 2,000.00 | 92,000.00 | 2,500.00 | 115,000.00 | 2,600.00 | 119,600.00 | 3,000.00 | 138,000.00 |
| 704-01-B | guard rail (single thrie beam)(1905 mm post spacing) | 37.00 | ln m | 100.00 | 3,700.00 | 115.00 | 4,255.00 | 95.00 | 3,515.00 | 95.00 | 3,515.00 |
| 704-03 | blocked out guard rail | 600.47 | ln m | 62.00 | 37,229.14 | 60.00 | 36,028.20 | 57.00 | 34,226.79 | 57.00 | 34,226.79 |
| 704-08-B | guard rail transitions (double thrie beam) | 76.20 | ln m | 134.00 | 10,210.80 | 180.00 | 13,716.00 | 125.00 | 9,525.00 | 125.00 | 9,525.00 |
| 704-11-A | guard rail end treatment (flared) | 10 | ea | 2,100.00 | 21,000.00 | 2,100.00 | 21,000.00 | 2,000.00 | 20,000.00 | 2,000.00 | 20,000.00 |
| 705-01 | barbed wire fence | 1,002 | ln m | 17.00 | 17,034.00 | 18.00 | 18,036.00 | 15.50 | 15,531.00 | 15.50 | 15,531.00 |
| 705-04 | single swinging driveway gates | 6 | ea | 500.00 | 3,000.00 | 550.00 | 3,300.00 | 450.00 | 2,700.00 | 450.00 | 2,700.00 |
| 705-06-A | chain link fence (1200 mm height) | 658 | ln m | 50.00 | 32,900.00 | 70.00 | 46,060.00 | 46.00 | 30,268.00 | 50.00 | 32,900.00 |
| 705-06-B | chain link fence (1500 mm height) | 224 | ln m | 70.00 | 15,680.00 | 80.00 | 17,920.00 | 66.00 | 14,784.00 | 70.00 | 15,680.00 |
| 705-08-A | 4.0-meter double gates for chain link fence (1200mm height) |
1 | dbgt | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 |
| 706-02-C | concrete drive (150 mm thick) | 657.1 | sq m | 50.00 | 32,855.00 | 60.00 | 39,426.00 | 60.00 | 39,426.00 | 60.00 | 39,426.00 |
| 708-01 | right-of-way monument | 115 | ea | 100.00 | 11,500.00 | 400.00 | 46,000.00 | 120.00 | 13,800.00 | 160.00 | 18,400.00 |
| 708-02 | right-of-way monument witness post | 115 | ea | 100.00 | 11,500.00 | 400.00 | 46,000.00 | 120.00 | 13,800.00 | 160.00 | 18,400.00 |
| 709-01 | steel cattle guard | 3 | ea | 10,000.00 | 30,000.00 | 13,000.00 | 39,000.00 | 15,000.00 | 45,000.00 | 13,000.00 | 39,000.00 |
| 712-04 | flexible revetment | 3,897 | sq m | 80.00 | 311,760.00 | 90.00 | 350,730.00 | 70.00 | 272,790.00 | 55.00 | 214,335.00 |
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | 300,000.00 | 300,000.00 |
| 713-07 | temporary reflectorized raised pavement markers | 624 | ea | 0.38 | 237.12 | 1.30 | 811.20 | 0.35 | 218.40 | 1.20 | 748.80 |
| 716-01-A | mulch (vegetative) | 7.4 | hctr | 1,800.00 | 13,320.00 | 1,800.00 | 13,320.00 | 1,630.00 | 12,062.00 | 1,500.00 | 11,100.00 |
| 717-01 | seeding | 1,800 | kg | 18.00 | 32,400.00 | 16.00 | 28,800.00 | 17.00 | 30,600.00 | 15.00 | 27,000.00 |
| 718-01 | fertilizer | 43,000 | kg | 0.59 | 25,370.00 | 0.70 | 30,100.00 | 0.55 | 23,650.00 | 0.50 | 21,500.00 |
| 720-01-A | erosion control system, slope protection (type a) | 17,391 | sq m | 2.00 | 34,782.00 | 1.63 | 28,347.33 | 1.30 | 22,608.30 | 1.50 | 26,086.50 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 2,559 | sq m | 3.00 | 7,677.00 | 3.00 | 7,677.00 | 2.90 | 7,421.10 | 2.00 | 5,118.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 724-02-C | pavement patching (400 mm thick) | 353 | sq m | 95.00 | 33,535.00 | 185.00 | 65,305.00 | 100.00 | 35,300.00 | 50.00 | 17,650.00 |
| 725-02 | temporary detour roads | 5,155.2 | sq m | 75.00 | 386,640.00 | 75.00 | 386,640.00 | 70.00 | 360,864.00 | 100.00 | 515,520.00 |
| 726-01 | bedding material | 1,381.7 | cu m | 100.00 | 138,170.00 | 100.00 | 138,170.00 | 75.00 | 103,627.50 | 100.00 | 138,170.00 |
| 727-01 | mobilization | lump | lump | 2,125,000.00 | 2,125,000.00 | 2,400,000.00 | 2,400,000.00 | 2,700,000.00 | 2,700,000.00 | 2,700,000.00 | 2,700,000.00 |
| 729-16-C | object marker assembly (type 3) | 10 | ea | 80.00 | 800.00 | 75.00 | 750.00 | 75.00 | 750.00 | 75.00 | 750.00 |
| 729-19-C | dead end road installation (type c) | 3 | ea | 1,500.00 | 4,500.00 | 1,000.00 | 3,000.00 | 1,700.00 | 5,100.00 | 1,450.00 | 4,350.00 |
| 731-02 | reflectorized raised pavement markers | 2,511 | ea | 6.00 | 15,066.00 | 5.50 | 13,810.50 | 5.00 | 12,555.00 | 5.50 | 13,810.50 |
| 732-01-C | plastic pavement striping (200 mm width) | 503 | ln m | 3.54 | 1,780.62 | 1.50 | 754.50 | 3.30 | 1,659.90 | 1.50 | 754.50 |
| 732-01-E | plastic pavement striping (600 mm width) | 151 | ln m | 10.61 | 1,602.11 | 4.00 | 604.00 | 9.90 | 1,494.90 | 4.00 | 604.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 44.985 | km | 1,422.62 | 63,996.56 | 1,600.00 | 71,976.00 | 1,330.00 | 59,830.05 | 1,500.00 | 67,477.50 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 15 | ea | 160.81 | 2,412.15 | 140.00 | 2,100.00 | 150.00 | 2,250.00 | 150.00 | 2,250.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 15 | ea | 160.81 | 2,412.15 | 160.00 | 2,400.00 | 150.00 | 2,250.00 | 150.00 | 2,250.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | ea | 428.82 | 428.82 | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 |
| 732-05 | removal of existing markings | 29.580 | km | 100.00 | 2,958.00 | 2,400.00 | 70,992.00 | 2,500.00 | 73,950.00 | 3,600.00 | 106,488.00 |
| 735-01 | mailboxes | 65 | ea | 15.00 | 975.00 | 50.00 | 3,250.00 | 1.00 | 65.00 | 6.00 | 390.00 |
| 735-02 | mailbox supports (single) | 65 | ea | 150.00 | 9,750.00 | 200.00 | 13,000.00 | 130.00 | 8,450.00 | 145.00 | 9,425.00 |
| 740-01 | construction layout | lump | lump | 150,000.00 | 150,000.00 | 320,000.00 | 320,000.00 | 260,000.00 | 260,000.00 | 300,000.00 | 300,000.00 |
| 740-02 | utility oversight and coordination | lump | lump | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 | 30,000.00 | 30,000.00 | 80,000.00 | 80,000.00 |
| 744-01 | traffic control management | lump | lump | 30,000.00 | 30,000.00 | 120,000.00 | 120,000.00 | 30,000.00 | 30,000.00 | 140,000.00 | 140,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,515.8 | ln m | 200.00 | 303,160.00 | 170.00 | 257,686.00 | 200.00 | 303,160.00 | 200.00 | 303,160.00 |
| 804-01-D | precast concrete piles (450 mm) | 810.0 | ln m | 226.00 | 183,060.00 | 185.00 | 149,850.00 | 250.00 | 202,500.00 | 300.00 | 243,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 171.32 | cu m | 1,200.00 | 205,584.00 | 1,200.00 | 205,584.00 | 1,100.00 | 188,452.00 | 1,200.00 | 205,584.00 |
| 805-01-F | class a concrete (bents) | 169.27 | cu m | 1,200.00 | 203,124.00 | 950.00 | 160,806.50 | 1,100.00 | 186,197.00 | 1,200.00 | 203,124.00 |
| 805-03 | class aa concrete | 665.26 | cu m | 850.00 | 565,471.00 | 650.00 | 432,419.00 | 650.00 | 432,419.00 | 1,000.00 | 665,260.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 359.00 | ln m | 850.00 | 305,150.00 | 900.00 | 323,100.00 | 800.00 | 287,200.00 | 1,100.00 | 394,900.00 |
| 805-12-F-01 | reinforced concrete box culverts (extension)(1500 mm x 1200 mm) |
51.70 | ln m | 1,100.00 | 56,870.00 | 1,900.00 | 98,230.00 | 1,050.00 | 54,285.00 | 1,400.00 | 72,380.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 242.40 | ln m | 100.00 | 24,240.00 | 1,000.00 | 242,400.00 | 1,100.00 | 266,640.00 | 1,700.00 | 412,080.00 |
| 805-12-I-01 | reinforced concrete box culverts (extension)(1500 mm x 1500 mm) |
268.00 | ln m | 1,200.00 | 321,600.00 | 950.00 | 254,600.00 | 1,200.00 | 321,600.00 | 1,500.00 | 402,000.00 |
| 806-01 | deformed reinforcing steel | 94,465 | kg | 2.00 | 188,930.00 | 1.75 | 165,313.75 | 1.80 | 170,037.00 | 3.50 | 330,627.50 |
| 810-01 | concrete railing (barrier) | 288.00 | ln m | 256.00 | 73,728.00 | 180.00 | 51,840.00 | 150.00 | 43,200.00 | 275.00 | 79,200.00 |
| 813-01 | concrete approach slabs | 1,180.80 | sq m | 200.00 | 236,160.00 | 190.00 | 224,352.00 | 200.00 | 236,160.00 | 250.00 | 295,200.00 |
| S-001 | rumble strips (ground-in) | 26.3 | km | 400.00 | 10,520.00 | 500.00 | 13,150.00 | 440.00 | 11,572.00 | 360.00 | 9,468.00 |
| S-002 | rice levees | 4,662 | ln m | 5.25 | 24,475.50 | 15.00 | 69,930.00 | 50.00 | 233,100.00 | 12.00 | 55,944.00 |
| S-003 | plugging existing water wells | 1 | ea | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 250.00 | 250.00 |
| S-004 | protected prairie grass area signs | 237 | ea | 19.00 | 4,503.00 | 260.00 | 61,620.00 | 30.00 | 7,110.00 | 100.00 | 23,700.00 |
| S-101 | retroreflective sheeting panels | lump | lump | 8,000.00 | 8,000.00 | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 250.00 | 250.00 |
| S-102 | settlement plate installation and monitoring | 4 | ea | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | 1,000.00 | 4,000.00 |
| SUBTOTAL GENERAL | 13,867,958.94 | 16,306,385.63 | 16,259,442.04 | 18,241,161.24 | |||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-G-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
156,353.3 | sq m | 20.00 | 3,127,066.00 | 22.00 | 3,439,772.60 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 68,001.8 | Mg | 92.00 | 6,256,165.60 | 95.00 | 6,460,171.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,280.2 | Mg | 132.00 | 168,986.40 | 145.00 | 185,629.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
4.500 | km | 240.00 | 1,080.00 | 475.00 | 2,137.50 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 19.383 | km | 396.00 | 7,675.67 | 480.00 | 9,303.84 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
2.730 | km | 8,000.00 | 21,840.00 | 10,000.00 | 27,300.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 25.386 | km | 500.00 | 12,693.00 | 400.00 | 10,154.40 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 9,595,506.67 | 10,134,468.34 | |||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-F-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
153,018.1 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 18.50 | 2,830,834.85 | 20.00 | 3,060,362.00 |
| 302-02-G-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
3,335.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 25.00 | 83,380.00 | 25.00 | 83,380.00 |
| 502-01 | superpave asphaltic concrete | 5,307.9 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 530,790.00 | 100.00 | 530,790.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
204.9 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 200.00 | 40,980.00 | 120.00 | 24,588.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 128,033.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 46.00 | 5,889,559.40 | 47.00 | 6,017,593.30 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
24,984.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 64.00 | 1,598,988.80 | 65.00 | 1,623,973.00 |
| 713-04-B-01 | temporary pvmt. markings (broken line)(100 mm w)(3.0 m l)(type i removable) |
4.500 | km | 0.00 | 0.00 | 0.00 | 0.00 | 2,100.00 | 9,450.00 | 150.00 | 675.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 9.931 | km | 0.00 | 0.00 | 0.00 | 0.00 | 400.00 | 3,972.40 | 455.00 | 4,518.61 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
6.204 | km | 0.00 | 0.00 | 0.00 | 0.00 | 8,200.00 | 50,872.80 | 10,000.00 | 62,040.00 |
| 732-03-A-01 | temporary pavement markings (broken line)(100 mm width) (preformed marking tape - type v) |
25.386 | km | 0.00 | 0.00 | 0.00 | 0.00 | 3,300.00 | 83,773.80 | 2,460.00 | 62,449.56 |
| SUBTOTAL ALT A2 | 11,122,602.05 | 11,470,369.47 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 23,463,465.61 | 26,440,853.97 | 27,382,044.09 | 29,711,530.71 | |||||||
| NUMBER OF DAYS BID AT $2,900 PER DAY. | 1,740,000.00 | 2,030,000.00 | 2,030,000.00 | 2,030,000.00 | |||||||
| LIFE CYCLE COST | 2,098,800.00 | 2,098,800.00 | 896,500.00 | 896,500.00 | |||||||
| TOTAL BID | 27,302,265.61 | 30,569,653.97 | 30,308,544.09 | 32,638,030.71 | |||||||