| |||
| Lead Project: 014-05-0017 | |||
| Parish: RAPIDES | |||
| Routes: US 165 | |||
| Description: GLENMORA - WOODWORTH | |||
| Type Const:
grading, drainage structures, lime trmt, class ii base course, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridge, traffic signalization & related work | |||
| Estimated Construction Cost: $43,127,562.38 | |||
| Maximum Number of Days Allowed for Construction: 975 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $34,048,137.16 | 850 | $3,495,500 | $38,393,637.16 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $36,673,588.32 | 850 | $3,495,500 | $41,019,088.32 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $52,091,848.75 | 975 | $3,495,500 | $56,562,348.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - D & J CONSTRUCTION CO., 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 | 410,000.00 | 410,000.00 | 1,200,000.00 | 1,200,000.00 | 500,000.00 | 500,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 200,000.00 | 200,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts with headwalls (sta. 39+27.901; 1.5 m x 1.5 m x 15.3 m) |
1 | ea | 8,000.00 | 8,000.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta. 54+43.930; 3 - 2.4 m x 2.5 m x 17.9 m) |
1 | ea | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta. 56+77.614; 4-2.4 m x 2.4 m x 20.1 m) |
1 | ea | 4,500.00 | 4,500.00 | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-B-04 | removal of concrete box culverts with headwalls (sta. 60+32.181; 0.9 m x 0.9 m x 29.2 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-05 | removal of concrete box culverts with headwalls (sta. 63+02.402; 1.2 m x 1.2 m x 29.3 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-06 | removal of concrete box culverts with headwalls (sta. 70+39.744; 0.9 m x 0.9 m x 22.9 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-07 | removal of concrete box culverts with headwalls (sta. 73+82.455; 0.9 m x 0.9 m x 23.5 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-08 | removal of concrete box culverts with headwalls (sta. 78+07.478; 0.6 m x 0.6 m x 32.5 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-09 | removal of concrete box culverts with headwalls (sta. 90+50.156; 0.9 m x 0.9 m x 15.6 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-10 | removal of concrete box culverts with headwalls (rt. of sta. 115+06.000; 1.2 m x 1.2 m x 16.3 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-11 | removal of concrete box culverts with headwalls (rt. of sta. 123+03.770; 1,2 m x 1.2 m x 15.5 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-12 | removal of concrete box culverts with headwalls (rt. of sta. 130+24.000; 1.5 m x 1.5 m x 22.1 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-13 | removal of concrete box culverts with headwalls (lt. of sta. 132+50.000; 2.4 m x 1.2 m x 14.0 m) |
1 | ea | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 72,401 | sq m | 9.00 | 651,609.00 | 3.50 | 253,403.50 | 8.00 | 579,208.00 | ||
| 202-02-D | removal of concrete walks & drives | 272 | sq m | 40.00 | 10,880.00 | 8.00 | 2,176.00 | 25.00 | 6,800.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 98,784.5 | sq m | 3.00 | 296,353.50 | 1.75 | 172,872.88 | 4.00 | 395,138.00 | ||
| 202-02-H | removal of guard rail | 743 | ln m | 11.00 | 8,173.00 | 15.00 | 11,145.00 | 25.00 | 18,575.00 | ||
| 202-02-01 | removal of 8.4 m x 13.5 m wood frame residence on pillars (rt. of sta. 82+84.746)(contains friable asbestos) |
1 | ea | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-02 | removal of underground storage tank (lt. of sta. 105+25.000) |
2 | ea | 13,000.00 | 26,000.00 | 12,000.00 | 24,000.00 | 1.00 | 2.00 | ||
| 202-02-03 | removal of 8.7 m x 15.4 m wood frame residence on pillars (lt. of sta. 126+30)(contains reg. ext. transite siding) |
1 | ea | 10,000.00 | 10,000.00 | 2,800.00 | 2,800.00 | 1.00 | 1.00 | ||
| 202-02-04 | removal of 30 m x 25.5 m brick residence with greenhouse & porch (lt. of sta. 128+30)(cont. reg. ext. trans. siding) |
1 | ea | 27,000.00 | 27,000.00 | 6,000.00 | 6,000.00 | 1.00 | 1.00 | ||
| 202-02-05 | removal of steel frame wood roof over mobile home with porches on slab (lt. of sta. 129+25)(cont. non-friable asb.) |
1 | ea | 10,000.00 | 10,000.00 | 3,600.00 | 3,600.00 | 1.00 | 1.00 | ||
| 202-02-06 | removal of 7.5 m x 18.2 m wood frame residence on pillars (lt. of sta. 130+60) (contains non-friable asbestos) |
1 | ea | 10,000.00 | 10,000.00 | 3,600.00 | 3,600.00 | 1.00 | 1.00 | ||
| 202-02-07 | removal of oil drum (lt. of sta. 141+00.000) | 2 | ea | 5,000.00 | 10,000.00 | 4,000.00 | 8,000.00 | 1.00 | 2.00 | ||
| 202-02-08 | removal of 15 m x 15 m wood frame residence on slab (lt. of sta. 157+15) (contains non-friable asbestos) |
1 | ea | 12,000.00 | 12,000.00 | 3,600.00 | 3,600.00 | 1.00 | 1.00 | ||
| 203-01 | general excavation | 544,859 | cu m | 3.29 | 1,792,586.11 | 3.25 | 1,770,791.75 | 5.50 | 2,996,724.50 | ||
| 203-02 | drainage excavation | 7,142 | cu m | 10.00 | 71,420.00 | 7.50 | 53,565.00 | 15.00 | 107,130.00 | ||
| 203-03 | muck excavation | 2,594 | cu m | 18.00 | 46,692.00 | 9.00 | 23,346.00 | 30.00 | 77,820.00 | ||
| 203-04 | embankment | 449,650 | cu m | 3.18 | 1,429,887.00 | 3.40 | 1,528,810.00 | 7.50 | 3,372,375.00 | ||
| 203-05-A | nonplastic embankment (stone) | 5,383 | cu m | 50.00 | 269,150.00 | 95.00 | 511,385.00 | 125.00 | 672,875.00 | ||
| 204-02 | temporary hay or straw bales | 894 | ea | 15.00 | 13,410.00 | 25.00 | 22,350.00 | 100.00 | 89,400.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 621 | ea | 100.00 | 62,100.00 | 160.00 | 99,360.00 | 175.00 | 108,675.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 94 | ea | 800.00 | 75,200.00 | 500.00 | 47,000.00 | 600.00 | 56,400.00 | ||
| 204-06 | temporary silt fencing | 16,308 | ln m | 16.00 | 260,928.00 | 6.00 | 97,848.00 | 4.00 | 65,232.00 | ||
| 204-07 | temporary stone construction entrance | 6 | ea | 5,000.00 | 30,000.00 | 2,200.00 | 13,200.00 | 2,500.00 | 15,000.00 | ||
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pccp) |
25,150.5 | sq m | 13.00 | 326,956.50 | 14.00 | 352,107.00 | 20.00 | 503,010.00 | ||
| 302-02-D-01 | class ii base course (300 mm thick)(stone or recycled pccp) |
510.6 | sq m | 42.00 | 21,445.20 | 27.00 | 13,786.20 | 50.00 | 25,530.00 | ||
| 302-02-E-01 | class ii base course (350 mm thick)(stone or recycled pccp) |
43,083.1 | sq m | 20.00 | 861,662.00 | 28.00 | 1,206,326.80 | 45.00 | 1,938,739.50 | ||
| 302-02-G-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
229,333.5 | sq m | 14.00 | 3,210,669.00 | 16.00 | 3,669,336.00 | 30.00 | 6,880,005.00 | ||
| 304-01 | lime | 3.54 | Mg | 300.00 | 1,062.00 | 175.00 | 619.50 | 600.00 | 2,124.00 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 234 | sq m | 17.20 | 4,024.80 | 15.00 | 3,510.00 | 21.00 | 4,914.00 | ||
| 304-05 | lime treatment (type e) | 2,260.71 | Mg | 195.00 | 440,838.45 | 20.00 | 45,214.20 | 450.00 | 1,017,319.50 | ||
| 305-01-D | subgrade layer (300 mm thick) | 299,189 | sq m | 6.20 | 1,854,971.80 | 7.00 | 2,094,323.00 | 8.00 | 2,393,512.00 | ||
| 401-01 | aggregate surface course (net section) | 125.0 | cu m | 150.00 | 18,750.00 | 80.00 | 10,000.00 | 125.00 | 15,625.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
420 | cu m | 60.00 | 25,200.00 | 100.00 | 42,000.00 | 145.00 | 60,900.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,150.0 | cu m | 50.00 | 207,500.00 | 55.00 | 228,250.00 | 60.00 | 249,000.00 | ||
| 509-01 | cold planing asphaltic pavement | 914 | sq m | 10.00 | 9,140.00 | 5.00 | 4,570.00 | 20.00 | 18,280.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 50 | cu m | 0.10 | - 5.00 | 0.01 | - 0.50 | 0.01 | - 0.50 | ||
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 498.3 | ln m | 188.00 | 93,680.40 | 320.00 | 159,456.00 | 350.00 | 174,405.00 | ||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 30.8 | ln m | 250.00 | 7,700.00 | 490.00 | 15,092.00 | 600.00 | 18,480.00 | ||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 72.2 | ln m | 290.00 | 20,938.00 | 495.00 | 35,739.00 | 625.00 | 45,125.00 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 339.5 | ln m | 375.00 | 127,312.50 | 500.00 | 169,750.00 | 650.00 | 220,675.00 | ||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 569.4 | ln m | 500.00 | 284,700.00 | 550.00 | 313,170.00 | 700.00 | 398,580.00 | ||
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 139.0 | ln m | 580.00 | 80,620.00 | 685.00 | 95,215.00 | 1,000.00 | 139,000.00 | ||
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 235.6 | ln m | 350.00 | 82,460.00 | 400.00 | 94,240.00 | 650.00 | 153,140.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 1,581.0 | ln m | 182.00 | 287,742.00 | 185.00 | 292,485.00 | 275.00 | 434,775.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 671.4 | ln m | 188.00 | 126,223.20 | 220.00 | 147,708.00 | 300.00 | 201,420.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 775.9 | ln m | 250.00 | 193,975.00 | 245.00 | 190,095.50 | 325.00 | 252,167.50 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 126.7 | ln m | 290.00 | 36,743.00 | 325.00 | 41,177.50 | 400.00 | 50,680.00 | ||
| 701-05-G | side drain pipe (450 mm) | 689.5 | ln m | 188.00 | 129,626.00 | 225.00 | 155,137.50 | 250.00 | 172,375.00 | ||
| 701-05-I | side drain pipe (600 mm) | 166.8 | ln m | 250.00 | 41,700.00 | 200.00 | 33,360.00 | 325.00 | 54,210.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(outfall) | 46.4 | ln m | 250.00 | 11,600.00 | 280.00 | 12,992.00 | 350.00 | 16,240.00 | ||
| 701-05-K | side drain pipe (750 mm) | 107.9 | ln m | 290.00 | 31,291.00 | 230.00 | 24,817.00 | 400.00 | 43,160.00 | ||
| 701-05-M | side drain pipe (900 mm) | 16.5 | ln m | 375.00 | 6,187.50 | 325.00 | 5,362.50 | 600.00 | 9,900.00 | ||
| 701-05-N | side drain pipe (1050 mm) | 24.4 | ln m | 500.00 | 12,200.00 | 550.00 | 13,420.00 | 750.00 | 18,300.00 | ||
| 701-05-O | side drain pipe (1200 mm) | 96.4 | ln m | 580.00 | 55,912.00 | 550.00 | 53,020.00 | 850.00 | 81,940.00 | ||
| 701-06-H | side drain pipe arch (1200 mm equiv. rcpa) | 9.8 | ln m | 700.00 | 6,860.00 | 550.00 | 5,390.00 | 1,250.00 | 12,250.00 | ||
| 701-09-N | fabricating pipe fittings (1050 mm x 1050 mm x 450 mm) | 1 | ea | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 | 3,800.00 | 3,800.00 | ||
| 701-09-O | fabricating pipe fittings (1200 mm x 1200 mm x 450 mm) | 2 | ea | 2,200.00 | 4,400.00 | 3,200.00 | 6,400.00 | 4,000.00 | 8,000.00 | ||
| 701-09-Q | fabricating pipe fittings (1500 mm x 1500 mm x 450 mm) | 1 | ea | 2,200.00 | 2,200.00 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | ||
| 702-02-F-01 | manholes (mh-01)(modified) | 1 | ea | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | ||
| 702-03-A | catch basins (cb-01m) | 50 | ea | 2,200.00 | 110,000.00 | 3,000.00 | 150,000.00 | 5,500.00 | 275,000.00 | ||
| 702-03-C | catch basins (cb-06m) | 65 | ea | 2,700.00 | 175,500.00 | 4,000.00 | 260,000.00 | 7,000.00 | 455,000.00 | ||
| 702-03-D | catch basins (cb-07m) | 37 | ea | 4,300.00 | 159,100.00 | 5,500.00 | 203,500.00 | 11,000.00 | 407,000.00 | ||
| 702-03-F | catch basins (cb-08m) | 2 | ea | 6,500.00 | 13,000.00 | 8,500.00 | 17,000.00 | 14,000.00 | 28,000.00 | ||
| 702-04-A | adjusting manholes | 5 | ea | 1,000.00 | 5,000.00 | 600.00 | 3,000.00 | 2,500.00 | 12,500.00 | ||
| 702-07-A | cross drain safety end (type 1) | 1 | ea | 1,600.00 | 1,600.00 | 1,600.00 | 1,600.00 | 2,000.00 | 2,000.00 | ||
| 702-07-B | cross drain safety end (type 2) | 6 | ea | 6,500.00 | 39,000.00 | 7,500.00 | 45,000.00 | 7,500.00 | 45,000.00 | ||
| 703-01 | shoulder underdrain systems | 3,300 | ln m | 36.00 | 118,800.00 | 23.00 | 75,900.00 | 30.00 | 99,000.00 | ||
| 704-03 | blocked out guard rail | 655.32 | ln m | 55.00 | 36,042.60 | 53.00 | 34,731.96 | 65.00 | 42,595.80 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 99.06 | ln m | 166.00 | 16,443.96 | 175.00 | 17,335.50 | 185.00 | 18,326.10 | ||
| 704-11-A | guard rail end treatment (flared) | 13 | each | 2,000.00 | 26,000.00 | 2,000.00 | 26,000.00 | 2,100.00 | 27,300.00 | ||
| 705-01 | barbed wire fence | 2,179 | ln m | 18.00 | 39,222.00 | 17.00 | 37,043.00 | 18.00 | 39,222.00 | ||
| 705-02 | combination mesh & barbed wire fence | 226 | ln m | 18.00 | 4,068.00 | 19.00 | 4,294.00 | 20.00 | 4,520.00 | ||
| 705-04 | single swinging driveway gates | 3 | ea | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 500.00 | 1,500.00 | ||
| 705-09 | rebuilt fence | 1,008 | ln m | 22.00 | 22,176.00 | 22.00 | 22,176.00 | 25.00 | 25,200.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 654.7 | sq m | 55.00 | 36,008.50 | 55.00 | 36,008.50 | 70.00 | 45,829.00 | ||
| 708-01 | right-of-way monument | 157 | ea | 110.00 | 17,270.00 | 400.00 | 62,800.00 | 135.00 | 21,195.00 | ||
| 708-02 | right-of-way monument witness post | 157 | ea | 110.00 | 17,270.00 | 400.00 | 62,800.00 | 85.00 | 13,345.00 | ||
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 215 | sq m | 75.00 | 16,125.00 | 95.00 | 20,425.00 | 105.00 | 22,575.00 | ||
| 712-03 | stone revetment | 18 | sq m | 100.00 | 1,800.00 | 95.00 | 1,710.00 | 175.00 | 3,150.00 | ||
| 712-04 | flexible revetment | 3,431 | sq m | 70.00 | 240,170.00 | 60.00 | 205,860.00 | 75.00 | 257,325.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 280,000.00 | 280,000.00 | 260,000.00 | 260,000.00 | 1,000,000.00 | 1,000,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 34.147 | km | 375.00 | 12,805.13 | 500.00 | 17,073.50 | 600.00 | 20,488.20 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
35.227 | km | 10,000.00 | 352,270.00 | 500.00 | 17,613.50 | 4,500.00 | 158,521.50 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
100 | ea | 700.00 | 70,000.00 | 850.00 | 85,000.00 | 1,100.00 | 110,000.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
350 | ea | 150.00 | 52,500.00 | 275.00 | 96,250.00 | 400.00 | 140,000.00 | ||
| 716-01-A | mulch (vegetative) | 13.2 | hctr | 1,500.00 | 19,800.00 | 1,400.00 | 18,480.00 | 1,400.00 | 18,480.00 | ||
| 717-01 | seeding | 4,924 | kg | 12.00 | 59,088.00 | 13.00 | 64,012.00 | 12.00 | 59,088.00 | ||
| 717-01-A | seeding (u.s. forest service) | 308 | kg | 12.00 | 3,696.00 | 13.00 | 4,004.00 | 12.00 | 3,696.00 | ||
| 718-01 | fertilizer | 162,218 | kg | 0.59 | 95,708.62 | 0.65 | 105,441.70 | 0.65 | 105,441.70 | ||
| 718-01-A | fertilizer (u.s. forest service) | 5,034 | kg | 0.59 | 2,970.06 | 0.65 | 3,272.10 | 0.65 | 3,272.10 | ||
| 718-02-A | agricultural lime (u.s. forest service) | 36.8 | kg | 90.00 | 3,312.00 | 1.10 | 40.48 | 1.00 | 36.80 | ||
| 720-01-A | erosion control system, slope protection (type a) | 137,095 | sq m | 1.34 | 183,707.30 | 1.50 | 205,642.50 | 1.25 | 171,368.75 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 14,408 | sq m | 2.00 | 28,816.00 | 1.80 | 25,934.40 | 1.60 | 23,052.80 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 14,999 | sq m | 2.00 | 29,998.00 | 1.80 | 26,998.20 | 1.60 | 23,998.40 | ||
| 721-01 | asphalt mulch | 432,297 | l | 0.72 | 311,253.84 | 0.55 | 237,763.35 | 0.50 | 216,148.50 | ||
| 722-02 | project site laboratory (equipped) | 1 | ea | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | ||
| 724-01-B | pavement patching (300 mm minimum thickness) | 343 | sq m | 100.00 | 34,300.00 | 90.00 | 30,870.00 | 250.00 | 85,750.00 | ||
| 725-01 | temporary detour roads | 233.6 | ln m | 400.00 | 93,440.00 | 500.00 | 116,800.00 | 750.00 | 175,200.00 | ||
| 726-01 | bedding material | 2,496.2 | cu m | 80.00 | 199,696.00 | 65.00 | 162,253.00 | 145.00 | 361,949.00 | ||
| 727-01 | mobilization | lump | lump | 2,700,000.00 | 2,700,000.00 | 3,600,000.00 | 3,600,000.00 | 4,500,000.00 | 4,500,000.00 | ||
| 729-01-A | sign (type a)(r1-1)((0.762 m x 0.762 m) | 1.20 | sq m | 150.00 | 180.00 | 140.00 | 168.00 | 150.00 | 180.00 | ||
| 729-01-B | sign (type a)(r1-2)((0.914 m x 0.914 m) | 0.36 | sq m | 500.00 | 180.00 | 450.00 | 162.00 | 500.00 | 180.00 | ||
| 729-16-B | object marker assembly (type 2) | 40 | ea | 65.00 | 2,600.00 | 80.00 | 3,200.00 | 80.00 | 3,200.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | ea | 76.00 | 1,520.00 | 80.00 | 1,600.00 | 80.00 | 1,600.00 | ||
| 729-17 | milepost assembly (ground mounted) | 18 | ea | 126.00 | 2,268.00 | 80.00 | 1,440.00 | 125.00 | 2,250.00 | ||
| 729-19-B | dead end road installation (type b) | 2 | ea | 1,250.00 | 2,500.00 | 5,500.00 | 11,000.00 | 3,500.00 | 7,000.00 | ||
| 729-21 | u-channel post (12 foot) | 2 | ea | 130.00 | 260.00 | 140.00 | 280.00 | 125.00 | 250.00 | ||
| 731-02 | reflectorized raised pavement markers | 4,486 | ea | 5.00 | 22,430.00 | 6.00 | 26,916.00 | 6.00 | 26,916.00 | ||
| 732-01-A | plastic pavement striping (100 mm width) | 3,222 | ln m | 1.50 | 4,833.00 | 1.50 | 4,833.00 | 2.00 | 6,444.00 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 955 | ln m | 3.00 | 2,865.00 | 3.00 | 2,865.00 | 7.50 | 7,162.50 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 1,156 | ln m | 8.50 | 9,826.00 | 10.00 | 11,560.00 | 12.00 | 13,872.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 59.170 | km | 1,500.00 | 88,755.00 | 1,500.00 | 88,755.00 | 1,500.00 | 88,755.00 | ||
| 732-03-C | plastic pavement striping (broken line)(200 mm width) | 0.021 | km | 1,007.62 | 21.16 | 1,100.00 | 23.10 | 3,000.00 | 63.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 58 | ea | 1,000.00 | 58,000.00 | 200.00 | 11,600.00 | 400.00 | 23,200.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 10 | ea | 200.00 | 2,000.00 | 200.00 | 2,000.00 | 400.00 | 4,000.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 32 | ea | 200.00 | 6,400.00 | 200.00 | 6,400.00 | 400.00 | 12,800.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 8 | ea | 425.00 | 3,400.00 | 450.00 | 3,600.00 | 750.00 | 6,000.00 | ||
| 732-05 | removal of existing markings | 2.430 | km | 2,700.00 | 6,561.00 | 6,500.00 | 15,795.00 | 5,000.00 | 12,150.00 | ||
| 735-01 | mailboxes | 48 | ea | 25.00 | 1,200.00 | 50.00 | 2,400.00 | 15.00 | 720.00 | ||
| 735-02 | mailbox supports (single) | 48 | ea | 150.00 | 7,200.00 | 150.00 | 7,200.00 | 150.00 | 7,200.00 | ||
| 736-01 | trenching and backfilling | 18 | ln m | 25.00 | 450.00 | 26.00 | 468.00 | 30.00 | 540.00 | ||
| 736-03-A | jacked or bored conduit (51.0 mm , sch. 80) | 25 | ln m | 100.00 | 2,500.00 | 100.00 | 2,500.00 | 110.00 | 2,750.00 | ||
| 736-04-A | signal support (9.1 m strain pole) | 4 | ea | 8,000.00 | 32,000.00 | 7,500.00 | 30,000.00 | 7,500.00 | 30,000.00 | ||
| 736-05-B | signal heads (1-section y)(l.e.d.) | 4 | each | 800.00 | 3,200.00 | 800.00 | 3,200.00 | 1,000.00 | 4,000.00 | ||
| 736-05-C | signal heads (1-section r)(l.e.d.) | 4 | each | 800.00 | 3,200.00 | 800.00 | 3,200.00 | 1,000.00 | 4,000.00 | ||
| 736-06-A | signal service (pole mounted for flasher switch assembly) |
1 | ea | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | ||
| 736-10-A | underground junction box (type f) | 2 | ea | 700.00 | 1,400.00 | 650.00 | 1,300.00 | 700.00 | 1,400.00 | ||
| 736-10-B | underground junction box (type h) | 1 | ea | 1,700.00 | 1,700.00 | 1,600.00 | 1,600.00 | 2,000.00 | 2,000.00 | ||
| 736-11-A | conduit (76.2 mm, sch. 80) | 25 | ln m | 22.51 | 562.75 | 22.00 | 550.00 | 25.00 | 625.00 | ||
| 736-12-A | conductor (3c power) | 35 | ln m | 14.00 | 490.00 | 13.00 | 455.00 | 15.00 | 525.00 | ||
| 739-01 | hydro-seeding | 33.9 | hctr | 2,000.00 | 67,800.00 | 2,200.00 | 74,580.00 | 2,000.00 | 67,800.00 | ||
| 739-01-A | hydro-seeding (u.s. forest service) | 5.4 | hctr | 2,000.00 | 10,800.00 | 2,200.00 | 11,880.00 | 2,000.00 | 10,800.00 | ||
| 740-01 | construction layout | lump | lump | 550,000.00 | 550,000.00 | 380,000.00 | 380,000.00 | 450,000.00 | 450,000.00 | ||
| 740-02 | utility oversight and coordination | lump | lump | 75,000.00 | 75,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | ||
| 744-01 | traffic control management | lump | lump | 75,000.00 | 75,000.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 930.0 | ln m | 155.00 | 144,150.00 | 135.00 | 125,550.00 | 150.00 | 139,500.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 2,142.0 | ln m | 200.00 | 428,400.00 | 140.00 | 299,880.00 | 190.00 | 406,980.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 1,224.0 | ln m | 262.00 | 320,688.00 | 145.00 | 177,480.00 | 250.00 | 306,000.00 | ||
| 804-05 | precast concrete test piles | 1 | ea | 1.00 | 1.00 | 20,000.00 | 20,000.00 | 1.00 | 1.00 | ||
| 804-09 | loading test piles | 1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1.00 | 1.00 | ||
| 804-13 | precast concrete indicator piles | 3 | ea | 1.00 | 3.00 | 10,000.00 | 30,000.00 | 1.00 | 3.00 | ||
| 804-17 | dynamic monitoring | 1 | ea | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 5,500.00 | 5,500.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 130.37 | cu m | 1,400.00 | 182,518.00 | 1,400.00 | 182,518.00 | 1,250.00 | 162,962.50 | ||
| 805-01-F | class a concrete (bents) | 238.60 | cu m | 860.00 | 205,196.00 | 850.00 | 202,810.00 | 900.00 | 214,740.00 | ||
| 805-03 | class aa concrete | 962.00 | cu m | 750.00 | 721,500.00 | 650.00 | 625,300.00 | 750.00 | 721,500.00 | ||
| 805-12-E-01 | reinforced concrete box culverts (extension)(1200 mm x 1200 mm) (cast-in-place) |
643.10 | ln m | 1,500.00 | 964,650.00 | 1,600.00 | 1,028,960.00 | 1,500.00 | 964,650.00 | ||
| 805-12-I-01 | reinforced concrete box culverts (extension)(1500 mm x 1500 mm) (cast-in-place) |
327.80 | ln m | 1,700.00 | 557,260.00 | 2,200.00 | 721,160.00 | 1,600.00 | 524,480.00 | ||
| 805-12-S-01 | reinforced concrete box culverts (extension)(2400 mm x 2400 mm) (cast-in-place) |
107.40 | ln m | 2,600.00 | 279,240.00 | 2,700.00 | 289,980.00 | 2,800.00 | 300,720.00 | ||
| 806-01 | deformed reinforcing steel | 132,086 | kg | 2.00 | 264,172.00 | 1.70 | 224,546.20 | 2.00 | 264,172.00 | ||
| 810-01 | concrete railing (f shape pl 2) | 444.00 | ln m | 200.00 | 88,800.00 | 220.00 | 97,680.00 | 200.00 | 88,800.00 | ||
| 813-01 | concrete approach slabs | 1,476.00 | sq m | 185.00 | 273,060.00 | 220.00 | 324,720.00 | 200.00 | 295,200.00 | ||
| S-001 | sawcutting asphaltic concrete pavement | 231 | ln m | 13.00 | 3,003.00 | 35.00 | 8,085.00 | 20.00 | 4,620.00 | ||
| S-002 | rumble strips (ground-in) | 51.8 | km | 400.00 | 20,720.00 | 600.00 | 31,080.00 | 600.00 | 31,080.00 | ||
| S-003 | flasher switch (flasher assembly; 2 circuit; pole mounted cabinet) |
1 | each | 8,000.00 | 8,000.00 | 7,200.00 | 7,200.00 | 10,000.00 | 10,000.00 | ||
| S-004 | restoration of the camp claiborne entrance | lump | lump | 8,000.00 | 8,000.00 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 | ||
| S-101 | retroreflective sheeting panels | lump | lump | 8,000.00 | 8,000.00 | 4,500.00 | 4,500.00 | 10,000.00 | 10,000.00 | ||
| SUBTOTAL GENERAL | 25,652,494.88 | 27,309,734.32 | 39,448,810.15 | ||||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 102,830.9 | Mg | 69.00 | 7,095,332.10 | 76.00 | 7,815,148.40 | 105.00 | 10,797,244.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
14,038.2 | Mg | 80.50 | 1,130,075.10 | 95.00 | 1,333,629.00 | 115.00 | 1,614,393.00 | ||
| 707-03 | combination concrete curb and gutter | 3,264.9 | ln m | 47.00 | 153,450.30 | 60.00 | 195,894.00 | 65.00 | 212,218.50 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 31.971 | km | 525.00 | 16,784.78 | 600.00 | 19,182.60 | 600.00 | 19,182.60 | ||
| SUBTOTAL ALT A1 | 8,395,642.28 | 9,363,854.00 | 12,643,038.60 | ||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 8,893.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,639.5 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 201,651.1 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
26,890.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-04 | portland cement concrete pavement coring | 252 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 707-01 | concrete curb | 3,242.6 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 707-03 | combination concrete curb and gutter | 22.3 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 31.971 | 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) |
31.971 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 34,048,137.16 | 36,673,588.32 | 52,091,848.75 | ||||||||
| Number of Days Bid at $1,000 per day. | 850 | 850,000.00 | 850 | 850,000.00 | 975 | 975,000.00 | |||||
| Life Cycle Cost | 3,495,500.00 | 3,495,500.00 | 3,495,500.00 | ||||||||
| TOTAL BID | 38,393,637.16 | 41,019,088.32 | 56,562,348.75 | ||||||||