| |||
| Lead Project: 023-11-0026 | |||
| Parish: UNION | |||
| Routes: US 167 | |||
| Description: JUNCTION LA 2 ALT. - LILLIE | |||
| Type Const:
grading, drainage structures, lime trmt, subgrade layer, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges and related work | |||
| Estimated Construction Cost: $25,471,175.57 | |||
| Maximum Number of Days Allowed for Construction: 915 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $24,593,663.12 | 700 | $592,900 | $25,886,563.11 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $25,467,484.46 | 915 | $592,900 | $26,975,384.46 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $28,786,434.75 | 905 | $592,900 | $30,284,334.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 850,000.00 | 850,000.00 | 1,000,000.00 | 1,000,000.00 | 600,000.00 | 600,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 215,000.00 | 215,000.00 | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 15,478 | sq m | 5.00 | 77,390.00 | 5.85 | 90,546.30 | 4.00 | 61,912.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,357 | sq m | 5.00 | 6,785.00 | 10.00 | 13,570.00 | 5.50 | 7,463.50 | ||
| 202-02-E | removal of concrete curbs | 193.0 | ln m | 5.00 | 965.00 | 11.50 | 2,219.50 | 21.00 | 4,053.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 10,712.0 | sq m | 3.75 | 40,170.00 | 5.60 | 59,987.20 | 5.50 | 58,916.00 | ||
| 202-02-H | removal of guard rail | 554 | ln m | 13.00 | 7,202.00 | 16.00 | 8,864.00 | 18.00 | 9,972.00 | ||
| 202-02-01 | removal of 11.4 m x 7.9 m brick residence (rt. of sta. 75+402) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-02 | removal of 17.6 m x 8.6 m brick residence (rt. of sta. 75+722) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | ||
| 202-02-03 | removal of 15.7 m x 9.8 m brick residence (rt. of sta. 75+766) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | ||
| 202-02-04 | removal of 17.0 m x 8.7 m brick residence (rt. of sta. 75+895) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | ||
| 202-02-05 | removal of 15.5 m x 14.0 m commercial metal building on slab (rt. of sta. 76+028) |
1 | each | 750.00 | 750.00 | 100.00 | 100.00 | 6,500.00 | 6,500.00 | ||
| 202-02-06 | removal of 18.1m x 9.4 m brick residence (rt. of sta. 76+301) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | ||
| 202-02-07 | removal of 4.4 m x 3.2 m metal shed (rt. of sta. 76+301)(contains asbestos transite siding) |
1 | each | 100.00 | 100.00 | 50.00 | 50.00 | 600.00 | 600.00 | ||
| 202-02-08 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+728) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-09 | removal of 10.4 m x 8.0 m wood frame residence on slab (rt. of sta. 76+748) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-10 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+776) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-11 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+798) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-12 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+827) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-13 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+846) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-14 | removal of 11.9 m x 8.3 m brick residence (rt. of sta. 76+870) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-15 | removal of 15.6 m x 8.3 m brick residence (rt. of sta. 76+893) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-16 | removal of 20.9 m x 9.0 m brick residence (rt. of sta. 78+113) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 6,000.00 | 6,000.00 | ||
| 202-02-17 | removal of 24.1 m x 9.0 m brick residence (rt. of sta. 78+137) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 6,500.00 | 6,500.00 | ||
| 202-02-18 | removal of 23.1 m x 18.1 m metal barn (rt. of sta. 79+137) |
1 | each | 750.00 | 750.00 | 100.00 | 100.00 | 6,500.00 | 6,500.00 | ||
| 202-02-19 | removal of 12.8 m x 7.4 m wood frame residence on blocks (rt. of sta. 81+ 844)(cont.non-friable asb.& asb.trans.sid.) |
1 | each | 100.00 | 100.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-20 | removal of 6.5 m x 6.5 m wood frame shed on blocks (rt. of sta. 82+415) |
1 | each | 500.00 | 500.00 | 100.00 | 100.00 | 1,500.00 | 1,500.00 | ||
| 202-02-21 | removal of 6.4 m x 4.8 m wood frame shed on blocks (rt. of sta. 82+661) |
1 | each | 200.00 | 200.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-22 | removal of 19.7 m x 1.5 m wooden footbridge (lt. of sta. 83+405) |
1 | each | 100.00 | 100.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-23 | removal of 23.2 m x 4.8 m mobile home (lt. of sta. 83+998) |
1 | each | 100.00 | 100.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | ||
| 202-02-24 | removal of 21.1 m x 9.8 m brick residence with pool (rt. of sta. 84+225) |
1 | each | 2,500.00 | 2,500.00 | 100.00 | 100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-25 | removal of 21.6 m x 7.6 m brick residence (rt. of sta. 84+300) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | ||
| 202-02-26 | removal of 17.2 m x 8.8 m wood frame residence on piers (rt. of sta. 84+353)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-27 | removal of 10.7 m x 10.3 m wood frame residence on blocks (lt. of sta. 84+ 762)(contains asbestos transite siding) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 3,500.00 | 3,500.00 | ||
| 202-02-28 | removal of underground propane storage tank (lt. of sta. 84+762) |
1 | each | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 5,500.00 | 5,500.00 | ||
| 202-02-29 | removal of 15.3 m x 12.3 m commercial metal building (lt. of sta. 84+911) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 6,000.00 | 6,000.00 | ||
| 202-02-30 | removal of 31.1 m x 9.4 m brick building (town hall) (lt. of sta. 84+990) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 9,000.00 | 9,000.00 | ||
| 202-02-31 | removal of wet well (rt. of sta. 75+212) | 1 | each | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 1,200.00 | 1,200.00 | ||
| 203-01 | general excavation | 465,568 | cu m | 3.00 | 1,396,704.00 | 4.25 | 1,978,664.00 | 5.00 | 2,327,840.00 | ||
| 203-02 | drainage excavation | 2,480 | cu m | 3.60 | 8,928.00 | 13.00 | 32,240.00 | 9.00 | 22,320.00 | ||
| 203-03 | muck excavation | 24,208 | cu m | 5.00 | 121,040.00 | 5.50 | 133,144.00 | 10.00 | 242,080.00 | ||
| 203-04 | embankment | 540,904 | cu m | 4.50 | 2,434,068.00 | 6.30 | 3,407,695.20 | 7.50 | 4,056,780.00 | ||
| 203-05-A | nonplastic embankment (stone) | 159 | cu m | 100.00 | 15,900.00 | 265.00 | 42,135.00 | 120.00 | 19,080.00 | ||
| 203-09 | geotextile fabric | 274 | sq m | 3.00 | 822.00 | 35.00 | 9,590.00 | 4.00 | 1,096.00 | ||
| 204-02 | temporary hay or straw bales | 266 | ea | 6.50 | 1,729.00 | 8.00 | 2,128.00 | 20.00 | 5,320.00 | ||
| 204-03 | temporary slope drains | 35 | ln m | 10.00 | 350.00 | 40.00 | 1,400.00 | 50.00 | 1,750.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 337 | ea | 65.00 | 21,905.00 | 100.00 | 33,700.00 | 75.00 | 25,275.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 310 | ea | 335.00 | 103,850.00 | 500.00 | 155,000.00 | 300.00 | 93,000.00 | ||
| 204-06 | temporary silt fencing | 10,438 | ln m | 5.00 | 52,190.00 | 9.20 | 96,029.60 | 6.00 | 62,628.00 | ||
| 204-07 | temporary stone construction entrance | 2 | ea | 3,500.00 | 7,000.00 | 5,000.00 | 10,000.00 | 3,000.00 | 6,000.00 | ||
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
2,810.1 | sq m | 22.00 | 61,822.20 | 22.00 | 61,822.20 | 30.00 | 84,303.00 | ||
| 302-02-F-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
44,282.6 | sq m | 20.00 | 885,652.00 | 21.00 | 929,934.60 | 24.50 | 1,084,923.70 | ||
| 304-01-A | lime (side roads) | 27.87 | Mg | 160.00 | 4,459.20 | 151.00 | 4,208.37 | 175.00 | 4,877.25 | ||
| 304-04-D-01 | lime treatment (type d) (300 mm thick)(side roads) | 1,843 | sq m | 2.40 | 4,423.20 | 0.05 | 92.15 | 9.00 | 16,587.00 | ||
| 305-01 | subgrade layer (200 mm thick) | 2,500 | sq m | 8.50 | 21,250.00 | 9.50 | 23,750.00 | 95.00 | 237,500.00 | ||
| 401-01 | aggregate surface course (net section) | 616.5 | cu m | 75.00 | 46,237.50 | 50.00 | 30,825.00 | 70.00 | 43,155.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | cu m | 70.00 | 175,000.00 | 70.00 | 175,000.00 | 50.00 | 125,000.00 | ||
| 502-01-01 | superpave asphaltic concrete (side roads and shoulders) | 11,374.3 | Mg | 125.00 | 1,421,787.50 | 125.00 | 1,421,787.50 | 100.00 | 1,137,430.00 | ||
| 509-01 | cold planing asphaltic pavement | 2,638 | sq m | 5.00 | 13,190.00 | 1.50 | 3,957.00 | 6.00 | 15,828.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 66 | cu m | 1.00 | - 66.00 | 0.01 | - 0.66 | 1.00 | - 66.00 | ||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 307.0 | ln m | 262.00 | 80,434.00 | 282.00 | 86,574.00 | 350.00 | 107,450.00 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 37.0 | ln m | 387.00 | 14,319.00 | 428.00 | 15,836.00 | 450.00 | 16,650.00 | ||
| 701-01-N | cross drain pipe (1050 mm rcp) | 34.5 | ln m | 500.00 | 17,250.00 | 652.00 | 22,494.00 | 600.00 | 20,700.00 | ||
| 701-01-O | cross drain pipe (1200 mm rcp) | 174.5 | ln m | 575.00 | 100,337.50 | 695.00 | 121,277.50 | 590.00 | 102,955.00 | ||
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 133.4 | ln m | 317.00 | 42,287.80 | 342.00 | 45,622.80 | 380.00 | 50,692.00 | ||
| 701-02-L | cross drain pipe arch (1800 mm equiv. rcpa) | 44.5 | ln m | 1,165.00 | 51,842.50 | 1,545.00 | 68,752.50 | 1,200.00 | 53,400.00 | ||
| 701-05-G | side drain pipe (450 mm rcp/pcp) | 395.5 | ln m | 195.00 | 77,122.50 | 170.00 | 67,235.00 | 135.00 | 53,392.50 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 160.0 | ln m | 114.50 | 18,320.00 | 145.00 | 23,200.00 | 130.00 | 20,800.00 | ||
| 701-05-I | side drain pipe (600 mm)(rcp/pcp) | 287.5 | ln m | 251.00 | 72,162.50 | 268.00 | 77,050.00 | 190.00 | 54,625.00 | ||
| 701-05-K | side drain pipe (750 mm rcp/pcp) | 247.5 | ln m | 323.50 | 80,066.25 | 315.00 | 77,962.50 | 265.00 | 65,587.50 | ||
| 701-05-M | side drain pipe (900 mm rcp/pcp) | 125.0 | ln m | 392.50 | 49,062.50 | 430.00 | 53,750.00 | 395.00 | 49,375.00 | ||
| 701-05-Q | side drain pipe (1500 mm rcp) | 27.0 | ln m | 787.00 | 21,249.00 | 825.00 | 22,275.00 | 900.00 | 24,300.00 | ||
| 701-06-E | side drain pipe arch (750 mm equiv. rcpa) | 36.0 | ln m | 368.00 | 13,248.00 | 625.00 | 22,500.00 | 415.00 | 14,940.00 | ||
| 701-06-H | side drain pipe arch (1200 mm equiv. rcpa) | 27.0 | ln m | 610.00 | 16,470.00 | 765.00 | 20,655.00 | 660.00 | 17,820.00 | ||
| 701-09 | fabricating pipe fittings | 6 | ea | 2,455.00 | 14,730.00 | 2,200.00 | 13,200.00 | 2,500.00 | 15,000.00 | ||
| 701-15 | concrete collar | 6 | ea | 750.00 | 4,500.00 | 545.00 | 3,270.00 | 1,650.00 | 9,900.00 | ||
| 702-02-A | manhole (mh-06) | 1 | ea | 7,800.00 | 7,800.00 | 5,580.00 | 5,580.00 | 12,500.00 | 12,500.00 | ||
| 702-02-G | manhole (r-cb-36) | 2 | ea | 4,500.00 | 9,000.00 | 9,250.00 | 18,500.00 | 6,000.00 | 12,000.00 | ||
| 702-03-A | catch basins (cb-01m) | 8 | ea | 2,405.00 | 19,240.00 | 4,200.00 | 33,600.00 | 2,500.00 | 20,000.00 | ||
| 702-03-B | catach basin (cb-02m) | 5 | ea | 5,625.00 | 28,125.00 | 7,100.00 | 35,500.00 | 3,500.00 | 17,500.00 | ||
| 702-04-A | adjusting manholes | 4 | ea | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 1,500.00 | 6,000.00 | ||
| 702-05-A | cross drain end treatment (1 barrel, 600 mm rcp/pcp) | 9 | ea | 955.00 | 8,595.00 | 725.00 | 6,525.00 | 2,200.00 | 19,800.00 | ||
| 702-05-B | cross drain end treatment (1 barrel, 600 mm eq. rcpa) | 5 | ea | 1,185.00 | 5,925.00 | 725.00 | 3,625.00 | 2,200.00 | 11,000.00 | ||
| 702-05-C | cross drain end treatment (1 barrel, 900 mm rcp/pcp) | 1 | ea | 2,500.00 | 2,500.00 | 1,125.00 | 1,125.00 | 2,300.00 | 2,300.00 | ||
| 702-05-D | cross drain end treatment (1 barrel, 1050 mm rcp) | 1 | ea | 3,700.00 | 3,700.00 | 1,360.00 | 1,360.00 | 4,500.00 | 4,500.00 | ||
| 702-05-E | cross drain end treatment (1 barrel, 1200 mm rcp) | 3 | ea | 5,850.00 | 17,550.00 | 1,600.00 | 4,800.00 | 4,800.00 | 14,400.00 | ||
| 702-05-F | cross drain end treatment (1 barrel, 1800 mm eq. rcpa) | 1 | ea | 9,850.00 | 9,850.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | ||
| 702-06-A | side drain end treatment (1 barrel, 600 mm rcp/pcp) | 6 | ea | 955.00 | 5,730.00 | 725.00 | 4,350.00 | 2,200.00 | 13,200.00 | ||
| 702-06-B | side drain end treatment (2 barrels, 750 mm eq. rcpa) | 2 | ea | 2,500.00 | 5,000.00 | 1,300.00 | 2,600.00 | 4,200.00 | 8,400.00 | ||
| 702-06-C | side drain end treatment (2 barrels, 900 mm rcp/pcp) | 6 | ea | 2,500.00 | 15,000.00 | 1,900.00 | 11,400.00 | 4,800.00 | 28,800.00 | ||
| 702-06-D | side drain end treatment (1 barrel, 1500 mm rcp) | 2 | ea | 6,460.00 | 12,920.00 | 2,300.00 | 4,600.00 | 5,500.00 | 11,000.00 | ||
| 702-07-A | cross drain safety end (type 1) | 10 | ea | 1,950.00 | 19,500.00 | 1,925.00 | 19,250.00 | 1,800.00 | 18,000.00 | ||
| 702-07-B | cross drain safety end (type 2) | 1 | ea | 3,615.00 | 3,615.00 | 4,750.00 | 4,750.00 | 4,500.00 | 4,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 10 | ea | 1,928.00 | 19,280.00 | 1,460.00 | 14,600.00 | 1,800.00 | 18,000.00 | ||
| 702-08-B | side drain safety end (type 2) | 1 | ea | 2,985.00 | 2,985.00 | 2,550.00 | 2,550.00 | 4,500.00 | 4,500.00 | ||
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 19.05 | ln m | 146.00 | 2,781.30 | 146.00 | 2,781.30 | 160.00 | 3,048.00 | ||
| 704-03 | blocked out guard rail | 704.87 | ln m | 50.50 | 35,595.94 | 50.50 | 35,595.94 | 65.00 | 45,816.55 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
1.91 | ln m | 273.00 | 521.43 | 273.00 | 521.43 | 275.00 | 525.25 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 121.92 | ln m | 161.00 | 19,629.12 | 161.00 | 19,629.12 | 180.00 | 21,945.60 | ||
| 704-11-A | guard rail end treatment (flared) | 17 | ea | 1,875.00 | 31,875.00 | 1,875.00 | 31,875.00 | 2,100.00 | 35,700.00 | ||
| 705-01 | barbed wire fence | 4,792 | ln m | 15.00 | 71,880.00 | 15.00 | 71,880.00 | 18.00 | 86,256.00 | ||
| 705-04 | single swinging driveway gates | 14 | ea | 500.00 | 7,000.00 | 500.00 | 7,000.00 | 500.00 | 7,000.00 | ||
| 705-05 | double swinging driveway gates | 1 | dbgt | 642.00 | 642.00 | 642.00 | 642.00 | 650.00 | 650.00 | ||
| 706-03-C | incidental concrete paving (150 mm thick) | 148.4 | sq m | 75.00 | 11,130.00 | 62.00 | 9,200.80 | 60.00 | 8,904.00 | ||
| 708-01 | right-of-way monument | 92 | ea | 95.95 | 8,827.40 | 150.00 | 13,800.00 | 400.00 | 36,800.00 | ||
| 708-02 | right-of-way monument witness post | 92 | ea | 95.95 | 8,827.40 | 125.00 | 11,500.00 | 400.00 | 36,800.00 | ||
| 711-01-D | riprap (25 kg, 450 mm thick) | 5,768 | sq m | 52.00 | 299,936.00 | 80.00 | 461,440.00 | 65.00 | 374,920.00 | ||
| 711-04 | geotextile fabric | 5,768 | sq m | 2.50 | 14,420.00 | 2.30 | 13,266.40 | 3.00 | 17,304.00 | ||
| 712-01-A | concrete cast-in-place revetment (100 mm thick) | 430 | sq m | 51.50 | 22,145.00 | 45.00 | 19,350.00 | 75.00 | 32,250.00 | ||
| 712-04 | flexible revetment | 672 | sq m | 45.00 | 30,240.00 | 85.00 | 57,120.00 | 60.00 | 40,320.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 250,000.00 | 250,000.00 | 169,850.00 | 169,850.00 | 160,000.00 | 160,000.00 | ||
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
3.200 | km | 246.00 | 787.20 | 450.00 | 1,440.00 | 350.00 | 1,120.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 6.400 | km | 370.00 | 2,368.00 | 650.00 | 4,160.00 | 600.00 | 3,840.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
5.000 | km | 9,400.00 | 47,000.00 | 6,000.00 | 30,000.00 | 9,500.00 | 47,500.00 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
45 | ea | 850.00 | 38,250.00 | 750.00 | 33,750.00 | 700.00 | 31,500.00 | ||
| 716-01-A | mulch (vegetative) | 114.4 | hctr | 1,500.00 | 171,600.00 | 1,495.00 | 171,028.00 | 600.00 | 68,640.00 | ||
| 717-01 | seeding | 7,668 | kg | 14.95 | 114,636.60 | 15.00 | 115,020.00 | 16.00 | 122,688.00 | ||
| 718-01 | fertilizer | 64,044 | kg | 0.50 | 32,022.00 | 0.50 | 32,022.00 | 0.75 | 48,033.00 | ||
| 718-02 | agricultural lime | 375.0 | Mg | 65.00 | 24,375.00 | 65.00 | 24,375.00 | 40.00 | 15,000.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 38,467 | sq m | 1.50 | 57,700.50 | 1.50 | 57,700.50 | 2.75 | 105,784.25 | ||
| 720-01-B | erosion control system, slope protection (type b) | 52,073 | sq m | 1.40 | 72,902.20 | 1.40 | 72,902.20 | 2.25 | 117,164.25 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 9,699 | sq m | 1.50 | 14,548.50 | 1.50 | 14,548.50 | 2.75 | 26,672.25 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 16,445 | sq m | 2.65 | 43,579.25 | 2.70 | 44,401.50 | 2.80 | 46,046.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,320 | sq m | 2.95 | 3,894.00 | 3.00 | 3,960.00 | 2.80 | 3,696.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | ea | 42,500.00 | 42,500.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | ||
| 724-01-C | pavement patching (375 mm minimum thickness) | 88 | sq m | 215.00 | 18,920.00 | 190.00 | 16,720.00 | 200.00 | 17,600.00 | ||
| 725-01 | temporary detour roads | 375.7 | ln m | 700.00 | 262,990.00 | 700.00 | 262,990.00 | 650.00 | 244,205.00 | ||
| 726-01 | bedding material | 528.7 | cu m | 90.00 | 47,583.00 | 75.00 | 39,652.50 | 75.00 | 39,652.50 | ||
| 727-01 | mobilization | lump | lump | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,400,000.00 | 2,400,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 63 | ea | 68.00 | 4,284.00 | 68.00 | 4,284.00 | 75.00 | 4,725.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,794 | ea | 4.50 | 12,573.00 | 6.25 | 17,462.50 | 6.00 | 16,764.00 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 320 | ln m | 2.64 | 844.80 | 13.50 | 4,320.00 | 3.00 | 960.00 | ||
| 732-01-D | plastic pavement striping (300 mm width) | 1,610 | ln m | 3.96 | 6,375.60 | 9.00 | 14,490.00 | 5.00 | 8,050.00 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 104 | ln m | 7.92 | 823.68 | 28.00 | 2,912.00 | 9.00 | 936.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 46.709 | km | 1,388.00 | 64,832.09 | 1,550.00 | 72,398.95 | 1,800.00 | 84,076.20 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 16 | ea | 150.00 | 2,400.00 | 300.00 | 4,800.00 | 200.00 | 3,200.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 8 | ea | 150.00 | 1,200.00 | 300.00 | 2,400.00 | 200.00 | 1,600.00 | ||
| 732-05 | removal of existing markings | 10.017 | km | 2,500.00 | 25,042.50 | 2,950.00 | 29,550.15 | 6,500.00 | 65,110.50 | ||
| 735-01 | mailboxes | 2 | ea | 17.00 | 34.00 | 17.00 | 34.00 | 100.00 | 200.00 | ||
| 735-02 | mailbox supports (single) | 2 | ea | 135.00 | 270.00 | 135.00 | 270.00 | 150.00 | 300.00 | ||
| 740-01 | construction layout | lump | lump | 400,000.00 | 400,000.00 | 273,000.00 | 273,000.00 | 480,000.00 | 480,000.00 | ||
| 740-02 | utility oversight and coordination | lump | lump | 38,000.00 | 38,000.00 | 10,000.00 | 10,000.00 | 90,000.00 | 90,000.00 | ||
| 742-01-A | sanitary sewer pipe (100 mm) | 336 | ln m | 65.00 | 21,840.00 | 65.00 | 21,840.00 | 70.00 | 23,520.00 | ||
| 742-01-C | sanitary sewer pipe (200 mm) | 201 | ln m | 135.00 | 27,135.00 | 135.00 | 27,135.00 | 140.00 | 28,140.00 | ||
| 742-02 | adjusting sanitary sewer house connectons | 7 | each | 1,200.00 | 8,400.00 | 1,200.00 | 8,400.00 | 1,300.00 | 9,100.00 | ||
| 742-04-E | casing (300 mm steel) | 20 | ln m | 750.00 | 15,000.00 | 750.00 | 15,000.00 | 800.00 | 16,000.00 | ||
| 744-01 | traffic control management | lump | lump | 50,000.00 | 50,000.00 | 12,000.00 | 12,000.00 | 160,000.00 | 160,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 2,058.0 | ln m | 125.63 | 258,546.54 | 170.00 | 349,860.00 | 170.00 | 349,860.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 1,378.8 | ln m | 164.70 | 227,088.36 | 195.00 | 268,866.00 | 220.00 | 303,336.00 | ||
| 804-01-F | precast concrete piles (600 mm) | 972.0 | ln m | 377.43 | 366,861.96 | 285.00 | 277,020.00 | 340.00 | 330,480.00 | ||
| 804-12 | loading permanent piles | 4 | ea | 7,572.47 | 30,289.88 | 3,000.00 | 12,000.00 | 100.00 | 400.00 | ||
| 804-17 | dynamic monitoring | 5 | ea | 1,383.11 | 6,915.55 | 1,225.00 | 6,125.00 | 2,000.00 | 10,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 40.75 | cu m | 1,450.00 | 59,087.50 | 1,555.00 | 63,366.25 | 1,700.00 | 69,275.00 | ||
| 805-01-F | class a concrete (bents) | 340.49 | cu m | 775.00 | 263,879.75 | 820.00 | 279,201.80 | 825.00 | 280,904.25 | ||
| 805-03 | class aa concrete | 1,331.87 | cu m | 650.00 | 865,715.50 | 500.00 | 665,935.00 | 700.00 | 932,309.00 | ||
| 805-08-B | precast-prestressed concrete girders (type ii) | 891.00 | ln m | 315.00 | 280,665.00 | 700.00 | 623,700.00 | 275.00 | 245,025.00 | ||
| 805-12-A | reinforced concrete box culverts (1200 mm x 900 mm) | 92.00 | ln m | 850.00 | 78,200.00 | 870.00 | 80,040.00 | 1,200.00 | 110,400.00 | ||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 68.00 | ln m | 850.00 | 57,800.00 | 840.00 | 57,120.00 | 1,200.00 | 81,600.00 | ||
| 805-12-G | reinforced concrete box culverts (1800 mm x 1200 mm) | 62.00 | ln m | 1,135.00 | 70,370.00 | 885.00 | 54,870.00 | 1,200.00 | 74,400.00 | ||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 143.60 | ln m | 1,260.00 | 180,936.00 | 1,110.00 | 159,396.00 | 1,300.00 | 186,680.00 | ||
| 805-12-M-01 | reinforced concrete box culverts (1800 mm x 1800 mm) (extension) |
210.00 | ln m | 1,595.00 | 334,950.00 | 840.00 | 176,400.00 | 1,400.00 | 294,000.00 | ||
| 805-12-Y | reinforced concrete box culverts (900 mm x 900 mm) | 87.00 | ln m | 700.00 | 60,900.00 | 755.00 | 65,685.00 | 1,200.00 | 104,400.00 | ||
| 806-01 | deformed reinforcing steel | 67,730 | kg | 2.00 | 135,460.00 | 1.80 | 121,914.00 | 2.40 | 162,552.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 121,412 | kg | 2.50 | 303,530.00 | 2.25 | 273,177.00 | 2.75 | 333,883.00 | ||
| 807-06 | structural metalwork | lump | lump | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 8,000.00 | 8,000.00 | ||
| 810-01 | concrete railing (barrier) | 696.00 | ln m | 200.00 | 139,200.00 | 145.00 | 100,920.00 | 250.00 | 174,000.00 | ||
| 813-01 | concrete approach slabs | 1,173.60 | sq m | 210.00 | 246,456.00 | 185.00 | 217,116.00 | 250.00 | 293,400.00 | ||
| S-001 | rumble strips (ground-in) | 41.9 | km | 445.00 | 18,645.50 | 205.00 | 8,589.50 | 750.00 | 31,425.00 | ||
| S-002 | plugging existing water wells | 1 | each | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 1,600.00 | 1,600.00 | ||
| S-003 | traffic maintenance asphaltic concrete | 300.0 | Mg | 155.00 | 46,500.00 | 320.00 | 96,000.00 | 120.00 | 36,000.00 | ||
| S-004 | pond closure dam (lt. of sta. 82+200) | lump | lump | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 35,000.00 | 35,000.00 | ||
| S-005 | removal of s. p. 023-11-0032 transition road | lump | lump | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| S-006 | removal of s. p. 023-11-0027 transition road | lump | lump | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| S-007 | temporary steel sheet pile wall | lump | lump | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 | 25,000.00 | 25,000.00 | ||
| S-101 | concrete barrier rail transition (flared) | 19.20 | ln m | 250.00 | 4,800.00 | 400.00 | 7,680.00 | 200.00 | 3,840.00 | ||
| S-102 | retroreflective sheeting panels | lump | lump | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||
| SUBTOTAL GENERAL | 17,614,529.20 | 19,362,309.60 | 21,287,142.05 | ||||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (150 mm thick)(soil cement) | 100,950.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
93,932.4 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 304-01 | lime | 771.38 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 51,017 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01 | superpave asphaltic concrete | 28,055.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
5,546.5 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 21.288 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
1.144 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (150 mm thick)(soil cement) | 100,950.9 | sq m | 8.35 | 842,940.02 | 7.00 | 706,656.30 | 10.00 | 1,009,509.00 | ||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
93,932.4 | sq m | 11.00 | 1,033,256.40 | 9.00 | 845,391.60 | 13.00 | 1,221,121.20 | ||
| 304-01 | lime | 771.38 | Mg | 160.00 | 123,420.80 | 151.00 | 116,478.38 | 140.00 | 107,993.20 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 51,017 | sq m | 2.40 | 122,440.80 | 0.05 | 2,550.85 | 1.50 | 76,525.50 | ||
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
355.7 | Mg | 165.00 | 58,690.50 | 160.00 | 56,912.00 | 150.00 | 53,355.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 79,207.2 | sq m | 48.00 | 3,801,945.60 | 43.00 | 3,405,909.60 | 50.00 | 3,960,360.00 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
14,725.2 | sq m | 62.00 | 912,962.40 | 60.00 | 883,512.00 | 68.00 | 1,001,313.60 | ||
| 601-04 | portland cement concrete pavement coring | 119 | ea | 100.00 | 11,900.00 | 100.00 | 11,900.00 | 100.00 | 11,900.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.554 | km | 500.00 | 277.00 | 695.00 | 385.03 | 600.00 | 332.40 | ||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
21.878 | km | 3,259.00 | 71,300.40 | 3,450.00 | 75,479.10 | 2,600.00 | 56,882.80 | ||
| SUBTOTAL ALT A2 | 6,979,133.92 | 6,105,174.86 | 7,499,292.70 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 24,593,663.11 | 25,467,484.46 | 28,786,434.75 | ||||||||
| Number of Days Bid at $1,000 per day. | 700 | 700,000.00 | 915 | 915,000.00 | 905 | 905,000.00 | |||||
| Life Cycle Cost | 592,900.00 | 592,900.00 | 592,900.00 | ||||||||
| TOTAL BID | 25,886,563.11 | 26,975,384.46 | 30,284,334.75 | ||||||||