| |||
| Lead Project: 023-11-0027 | |||
| Parish: UNION, CLAIBORNE | |||
| Routes: US 167 | |||
| Description: LILLIE - ARKANSAS STATE LINE | |||
| Type Const:
grading, drain struct, lime trmt, class ii bc, pccp (alt. a-1), superpave acp (alt. a-2), concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $24,332,584.23 | |||
| Maximum Number of Days Allowed for Construction: 725 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $28,084,836.81 | 725 | $28,809,836.81 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $28,526,196.27 | 725 | $29,251,196.27 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $35,532,022.10 | 725 | $36,257,022.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - D & J 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 | 890,000.00 | 890,000.00 | 835,000.00 | 835,000.00 | 750,000.00 | 750,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 200,000.00 | 200,000.00 | 95,000.00 | 95,000.00 | 250,000.00 | 250,000.00 | ||
| 202-02-A | removal of 9.0 m x 29.0 m concrete slab span bridge (rt. of sta. 94+400) |
1 | ea | 18,700.00 | 18,700.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta. 88+908; 3-1.8 m x 1.8 m x 14 m) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta. 94+263; 0.9 m x 0.6 m x 15 m) |
1 | ea | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta. 95+074; 0.9 m x 0.6 m x 23 m) |
1 | ea | 1,000.00 | 1,000.00 | 5,300.00 | 5,300.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-04 | removal of concrete box culverts (sta. 95+375; 2-1.2 m x 0.9 m x 19 m) |
1 | ea | 1,000.00 | 1,000.00 | 8,700.00 | 8,700.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-05 | removal of concrete box culverts (sta. 95+706; 0.9 m x 0.9 m x 20 m) |
1 | ea | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-06 | removal of concrete box culverts (sta. 96+013; 0.9 m x 0.6 m x 20 m) |
1 | ea | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-07 | removal of concrete box culverts (sta. 96+280; 1.3 m x 0.9 m x 21 m) |
1 | ea | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 17,357 | sq m | 8.00 | 138,856.00 | 2.50 | 43,392.50 | 10.00 | 173,570.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,206 | sq m | 9.00 | 10,854.00 | 10.00 | 12,060.00 | 12.50 | 15,075.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 27,940.3 | sq m | 4.80 | 134,113.44 | 5.00 | 139,701.50 | 7.00 | 195,582.10 | ||
| 202-02-H | removal of guard rail | 553 | ln m | 10.00 | 5,530.00 | 13.00 | 7,189.00 | 25.00 | 13,825.00 | ||
| 202-02-I-01 | removal of butane tank (on centerline at sta. 85+247) | 1 | ea | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | ||
| 202-02-I-02 | removal of butane tank (lt. of sta. 92+469) | 1 | ea | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | ||
| 202-02-01 | removal of 6.2 m x 5.0 m wood frame shed (lt. of sta. 85+037) |
1 | ea | 1.00 | 1.00 | 305.00 | 305.00 | 500.00 | 500.00 | ||
| 202-02-02 | removal of 9.8 m x 9.1 m wood frame residence (lt. of sta. 85+044) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 1,180.00 | 1,180.00 | 4,000.00 | 4,000.00 | ||
| 202-02-03 | removal of 14.9 m x 13.5 m wood frame residence (lt. of sta. 85+064) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 5,250.00 | 5,250.00 | 4,000.00 | 4,000.00 | ||
| 202-02-04 | removal of 15.3 m x 9.6 m wood frame residence (lt. of sta. 85+255) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 3,915.00 | 3,915.00 | 4,000.00 | 4,000.00 | ||
| 202-02-05 | removal of 12.3 m x 6.0 m wood frame camp (lt. of sta. 86+414) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 2,115.00 | 2,115.00 | 4,000.00 | 4,000.00 | ||
| 202-02-06 | removal of 5.2 m x 2.3 m wood shed (lt. of sta. 91+718) | 1 | ea | 1.00 | 1.00 | 295.00 | 295.00 | 100.00 | 100.00 | ||
| 202-02-07 | removal of 3.2 m x 3.0 m metal "lean-to" shed (lt. of sta. 91+729) |
1 | ea | 1.00 | 1.00 | 95.00 | 95.00 | 10.00 | 10.00 | ||
| 202-02-08 | removal of 3.6 m x 2.5 m wood shed with carport (lt. of sta. 91+745) |
1 | ea | 1.00 | 1.00 | 90.00 | 90.00 | 10.00 | 10.00 | ||
| 202-02-09 | removal of 23.7 m x 4.6 m mobile home (lt. of sta. 91+748) |
1 | ea | 1.00 | 1.00 | 1.00 | 1.00 | 250.00 | 250.00 | ||
| 202-02-10 | removal of 17.1 m x 3.7 m mobile home (lt. of sta. 91+824) |
1 | ea | 1.00 | 1.00 | 1.00 | 1.00 | 250.00 | 250.00 | ||
| 202-02-11 | removal of 23.2 m x 4.7 m mobile home (lt. of sta. 91+869) |
1 | ea | 1.00 | 1.00 | 1.00 | 1.00 | 250.00 | 250.00 | ||
| 202-02-12 | removal of 2.5 m x 2.0 m wood shed (lt. of sta. 91+866) | 1 | ea | 1.00 | 1.00 | 50.00 | 50.00 | 10.00 | 10.00 | ||
| 202-02-13 | removal of 11.1 m x 9.8 m wood barn (lt. of sta. 92+451) |
1 | ea | 1.00 | 1.00 | 110.00 | 110.00 | 100.00 | 100.00 | ||
| 202-02-14 | removal of 17.5 m x 15.5 m brick residence (lt. of sta. 92+489) |
1 | ea | 1.00 | 1.00 | 3,300.00 | 3,300.00 | 500.00 | 500.00 | ||
| 202-02-15 | removal of 24.1 m x 10.9 m brick residence (lt. of sta. 93+061) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 3,300.00 | 3,300.00 | 4,000.00 | 4,000.00 | ||
| 202-02-16 | removal of 14.9 m x 9.8 m wood frame residence w/pool (lt. of sta. 93+254) |
1 | ea | 1.00 | 1.00 | 3,900.00 | 3,900.00 | 1,500.00 | 1,500.00 | ||
| 202-02-17 | removal of 17.6 m x 3.8 m mobile home (lt. of sta. 94+020) |
1 | ea | 1.00 | 1.00 | 1.00 | 1.00 | 200.00 | 200.00 | ||
| 202-02-18 | removal of 6.7 m x 2.6 m metal "lean-to" shed w/carport (lt. of sta. 94+037) |
1 | ea | 1.00 | 1.00 | 175.00 | 175.00 | 100.00 | 100.00 | ||
| 202-02-19 | removal of 9.6 m x 9.3 m metal and wood shed (lt. of sta. 94+059) |
1 | ea | 1.00 | 1.00 | 880.00 | 880.00 | 100.00 | 100.00 | ||
| 202-02-20 | removal of 7.3 m x 1.8 m metal storage building (lt. of sta. 94+074) |
1 | ea | 1.00 | 1.00 | 130.00 | 130.00 | 100.00 | 100.00 | ||
| 202-02-21 | removal of 15.9 m x 13.5 m wood frame residence w/pool (lt. of sta. 94+090)(contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 5,600.00 | 5,600.00 | 5,000.00 | 5,000.00 | ||
| 202-02-22 | removal of 7.3 m x 3.6 m metal building (lt. of sta. 94+466) |
1 | ea | 1.00 | 1.00 | 560.00 | 560.00 | 100.00 | 100.00 | ||
| 202-02-23 | removal of 10.5 m x 7.3 m metal building (lt. of sta. 95+511) |
1 | ea | 1.00 | 1.00 | 1,055.00 | 1,055.00 | 100.00 | 100.00 | ||
| 202-02-24 | removal of 13.4 m x 7.5 m metal building (lt. of sta. 95+526) |
1 | ea | 1.00 | 1.00 | 1,290.00 | 1,290.00 | 100.00 | 100.00 | ||
| 202-02-25 | removal of 18.4 m x 9.3 m wood frame business (lt. of sta. 95+531) |
1 | ea | 1.00 | 1.00 | 1,985.00 | 1,985.00 | 100.00 | 100.00 | ||
| 202-02-26 | removal of 19.6 m x 7.8 m brick residence (lt. of sta. 95+552) |
1 | ea | 1.00 | 1.00 | 2,300.00 | 2,300.00 | 500.00 | 500.00 | ||
| 202-02-27 | removal of 19.4 m x 11.7 m brick residence (lt. of sta. 95+595) |
1 | ea | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 500.00 | 500.00 | ||
| 202-02-28 | removal of 4.9 m x 2.5 m metal building (lt. of sta. 95+610) |
1 | ea | 1.00 | 1.00 | 420.00 | 420.00 | 100.00 | 100.00 | ||
| 202-02-29 | removal of 9.8 m x 7.4 m wood shop (lt. of sta. 95+637) | 1 | ea | 1.00 | 1.00 | 1,015.00 | 1,015.00 | 100.00 | 100.00 | ||
| 202-02-30 | removal of 21.7 m x 9.2 m brick residence (lt. of sta. 95+660) (contains non-friable asbestos) |
1 | ea | 1.00 | 1.00 | 5,800.00 | 5,800.00 | 4,000.00 | 4,000.00 | ||
| 202-02-31 | removal of 14.6 m x 7.6 m brick residence (lt. of sta. 95+690) |
1 | ea | 1.00 | 1.00 | 1,800.00 | 1,800.00 | 500.00 | 500.00 | ||
| 202-02-32 | removal of 11.2 m x 8.1 m brick residence (lt. of sta. 95+725) |
1 | ea | 1.00 | 1.00 | 1,600.00 | 1,600.00 | 500.00 | 500.00 | ||
| 202-02-33 | removal of 12.4 m x 8.8 m brick residence (lt. of sta. 95+752) |
1 | ea | 1.00 | 1.00 | 1,800.00 | 1,800.00 | 500.00 | 500.00 | ||
| 202-02-34 | removal of 5.6 m x 2.7 m metal shed (lt. of sta. 96+314) |
1 | ea | 1.00 | 1.00 | 450.00 | 450.00 | 100.00 | 100.00 | ||
| 202-02-35 | removal of 42.2 m x 3.2 m metal storage building (lt. of sta. 5+041) |
1 | ea | 1.00 | 1.00 | 1,630.00 | 1,630.00 | 100.00 | 100.00 | ||
| 202-02-36 | removal of 30.6 m x 6.2 m metal storage building (lt. of sta. 5+058) |
1 | ea | 1.00 | 1.00 | 2,170.00 | 2,170.00 | 100.00 | 100.00 | ||
| 203-01 | general excavation | 371,511 | cu m | 4.20 | 1,560,346.20 | 3.60 | 1,337,439.60 | 7.00 | 2,600,577.00 | ||
| 203-02 | drainage excavation | 26,081 | cu m | 8.00 | 208,648.00 | 14.50 | 378,174.50 | 10.00 | 260,810.00 | ||
| 203-03 | muck excavation | 5,685 | cu m | 12.00 | 68,220.00 | 15.00 | 85,275.00 | 20.00 | 113,700.00 | ||
| 203-04 | embankment | 325,795 | cu m | 5.40 | 1,759,293.00 | 5.00 | 1,628,975.00 | 9.00 | 2,932,155.00 | ||
| 203-05-A | nonplastic embankment (stone) | 259 | cu m | 260.00 | 67,340.00 | 165.00 | 42,735.00 | 200.00 | 51,800.00 | ||
| 204-02 | temporary hay or straw bales | 637 | ea | 5.00 | 3,185.00 | 8.50 | 5,414.50 | 100.00 | 63,700.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 272 | ea | 90.00 | 24,480.00 | 120.00 | 32,640.00 | 200.00 | 54,400.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 145 | ea | 600.00 | 87,000.00 | 260.00 | 37,700.00 | 500.00 | 72,500.00 | ||
| 204-06 | temporary silt fencing | 11,221 | ln m | 3.50 | 39,273.50 | 10.50 | 117,820.50 | 5.00 | 56,105.00 | ||
| 204-07 | temporary stone construction entrance | 2 | ea | 1,600.00 | 3,200.00 | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | ||
| 302-02-A-01 | class ii base course (150 mm thick)(soil cement) | 138,321.0 | sq m | 8.80 | 1,217,224.80 | 9.50 | 1,314,049.50 | 14.00 | 1,936,494.00 | ||
| 302-02-F-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
51,330.6 | sq m | 23.50 | 1,206,269.10 | 22.50 | 1,154,938.50 | 33.00 | 1,693,909.80 | ||
| 304-01 | lime | 582.12 | Mg | 140.00 | 81,496.80 | 142.00 | 82,661.04 | 165.00 | 96,049.80 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 38,500 | sq m | 2.40 | 92,400.00 | 2.00 | 77,000.00 | 2.25 | 86,625.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
442 | cu m | 100.00 | 44,200.00 | 55.00 | 24,310.00 | 100.00 | 44,200.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | cu m | 90.00 | 270,000.00 | 60.00 | 180,000.00 | 125.00 | 375,000.00 | ||
| 701-01-F | cross drain pipe (375 mm rcp/pcp) | 509.5 | ln m | 200.00 | 101,900.00 | 150.00 | 76,425.00 | 425.00 | 216,537.50 | ||
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 125.5 | ln m | 240.00 | 30,120.00 | 160.00 | 20,080.00 | 525.00 | 65,887.50 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 114.0 | ln m | 380.00 | 43,320.00 | 400.00 | 45,600.00 | 550.00 | 62,700.00 | ||
| 701-02-A | cross drain pipe arch (375 mm equiv. rcpa) | 29.0 | ln m | 260.00 | 7,540.00 | 190.00 | 5,510.00 | 415.00 | 12,035.00 | ||
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 51.0 | ln m | 280.00 | 14,280.00 | 235.00 | 11,985.00 | 375.00 | 19,125.00 | ||
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 184.5 | ln m | 350.00 | 64,575.00 | 290.00 | 53,505.00 | 525.00 | 96,862.50 | ||
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 708.0 | ln m | 380.00 | 269,040.00 | 470.00 | 332,760.00 | 600.00 | 424,800.00 | ||
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 183.0 | ln m | 490.00 | 89,670.00 | 485.00 | 88,755.00 | 700.00 | 128,100.00 | ||
| 701-02-L | cross drain pipe arch (1800 mm equiv. rcpa) | 292.0 | ln m | 1,000.00 | 292,000.00 | 885.00 | 258,420.00 | 1,500.00 | 438,000.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 892.0 | ln m | 330.00 | 294,360.00 | 150.00 | 133,800.00 | 275.00 | 245,300.00 | ||
| 701-03-F-01 | storm drain pipe (375 mm rcp/pcp)(outfall) | 39.0 | ln m | 120.00 | 4,680.00 | 145.00 | 5,655.00 | 315.00 | 12,285.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 76.0 | ln m | 450.00 | 34,200.00 | 160.00 | 12,160.00 | 350.00 | 26,600.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 361.0 | ln m | 500.00 | 180,500.00 | 220.00 | 79,420.00 | 325.00 | 117,325.00 | ||
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 24.0 | ln m | 680.00 | 16,320.00 | 395.00 | 9,480.00 | 450.00 | 10,800.00 | ||
| 701-03-M-01 | storm drain pipe (900 mm rcp/pcp)(outfall) | 9.0 | ln m | 360.00 | 3,240.00 | 395.00 | 3,555.00 | 750.00 | 6,750.00 | ||
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 19.0 | ln m | 900.00 | 17,100.00 | 500.00 | 9,500.00 | 625.00 | 11,875.00 | ||
| 701-03-O-01 | storm drain pipe (1200 mm rcp/pcp)(outfall) | 7.5 | ln m | 550.00 | 4,125.00 | 605.00 | 4,537.50 | 1,100.00 | 8,250.00 | ||
| 701-05-G | side drain pipe (450 mm) | 204.5 | ln m | 150.00 | 30,675.00 | 200.00 | 40,900.00 | 400.00 | 81,800.00 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 52.0 | ln m | 150.00 | 7,800.00 | 210.00 | 10,920.00 | 425.00 | 22,100.00 | ||
| 701-05-I | side drain pipe (600 mm) | 157.5 | ln m | 160.00 | 25,200.00 | 220.00 | 34,650.00 | 425.00 | 66,937.50 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 19.0 | ln m | 190.00 | 3,610.00 | 205.00 | 3,895.00 | 1,100.00 | 20,900.00 | ||
| 701-05-K | side drain pipe (750 mm) | 26.5 | ln m | 210.00 | 5,565.00 | 340.00 | 9,010.00 | 550.00 | 14,575.00 | ||
| 701-06-B | side drain pipe arch (450 mm equiv.) | 15.0 | ln m | 180.00 | 2,700.00 | 190.00 | 2,850.00 | 500.00 | 7,500.00 | ||
| 701-06-H | side drain pipe arch (1200 mm equiv.) | 28.0 | ln m | 340.00 | 9,520.00 | 545.00 | 15,260.00 | 800.00 | 22,400.00 | ||
| 701-09-A | fabricating pipe fittings (375 mm x 375 mm x 375 mm) | 3 | ea | 1,200.00 | 3,600.00 | 2,750.00 | 8,250.00 | 3,000.00 | 9,000.00 | ||
| 701-09-B | fabricating pipe fittings (450 mm x 450 mm x 375 mm) | 1 | ea | 1,300.00 | 1,300.00 | 2,750.00 | 2,750.00 | 3,500.00 | 3,500.00 | ||
| 701-09-C | fabricating pipe fittings (600 mm x 600 mm x 375 mm) | 2 | ea | 1,700.00 | 3,400.00 | 4,400.00 | 8,800.00 | 4,000.00 | 8,000.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 7.0 | ln m | 500.00 | 3,500.00 | 245.00 | 1,715.00 | 525.00 | 3,675.00 | ||
| 702-02-F | manholes (mh-01) | 6 | ea | 3,400.00 | 20,400.00 | 5,100.00 | 30,600.00 | 5,000.00 | 30,000.00 | ||
| 702-02-G | manholes (r-cb-36) | 12 | ea | 4,000.00 | 48,000.00 | 4,500.00 | 54,000.00 | 5,500.00 | 66,000.00 | ||
| 702-03-A | catch basins (cb-01) | 46 | ea | 2,400.00 | 110,400.00 | 3,800.00 | 174,800.00 | 5,000.00 | 230,000.00 | ||
| 702-03-B | catch basins (cb-02) | 1 | ea | 4,000.00 | 4,000.00 | 5,350.00 | 5,350.00 | 5,500.00 | 5,500.00 | ||
| 702-03-C | catch basins (cb-06) | 18 | ea | 3,200.00 | 57,600.00 | 3,600.00 | 64,800.00 | 5,000.00 | 90,000.00 | ||
| 702-03-D | catch basins (cb-07) | 21 | ea | 3,400.00 | 71,400.00 | 3,650.00 | 76,650.00 | 8,500.00 | 178,500.00 | ||
| 702-03-F | catch basins (cb-08) | 5 | ea | 6,000.00 | 30,000.00 | 5,800.00 | 29,000.00 | 9,500.00 | 47,500.00 | ||
| 702-07-A | cross drain safety end (type 1) | 1 | ea | 1,500.00 | 1,500.00 | 1,725.00 | 1,725.00 | 2,500.00 | 2,500.00 | ||
| 702-07-C | cross drain safety end (type 3) | 4 | ea | 5,000.00 | 20,000.00 | 3,200.00 | 12,800.00 | 6,500.00 | 26,000.00 | ||
| 702-07-D | cross drain safety end (type 4) | 1 | ea | 5,000.00 | 5,000.00 | 2,800.00 | 2,800.00 | 7,500.00 | 7,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 9 | ea | 1,500.00 | 13,500.00 | 1,500.00 | 13,500.00 | 1,500.00 | 13,500.00 | ||
| 703-03 | perforated pipe underdrains | 1,585 | ln m | 26.00 | 41,210.00 | 55.00 | 87,175.00 | 50.00 | 79,250.00 | ||
| 703-04 | nonperforated pipe underdrains | 35 | ln m | 100.00 | 3,500.00 | 160.00 | 5,600.00 | 95.00 | 3,325.00 | ||
| 704-03 | blocked out guard rail | 461.01 | ln m | 52.00 | 23,972.52 | 52.00 | 23,972.52 | 65.00 | 29,965.65 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 170.00 | 10,363.20 | 168.00 | 10,241.28 | 200.00 | 12,192.00 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 1,900.00 | 15,200.00 | 1,900.00 | 15,200.00 | 2,200.00 | 17,600.00 | ||
| 705-01 | barbed wire fence | 1,086 | ln m | 18.00 | 19,548.00 | 17.20 | 18,679.20 | 12.00 | 13,032.00 | ||
| 705-02 | combination mesh & barbed wire fence | 83 | ln m | 24.00 | 1,992.00 | 24.00 | 1,992.00 | 30.00 | 2,490.00 | ||
| 705-04 | single swinging driveway gates | 2 | ea | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 400.00 | 800.00 | ||
| 705-06-A | chain link fence (1200 mm height) | 226 | ln m | 60.00 | 13,560.00 | 60.00 | 13,560.00 | 40.00 | 9,040.00 | ||
| 705-06-B | chain link fence (1500 mm height) | 24 | ln m | 75.00 | 1,800.00 | 75.00 | 1,800.00 | 45.00 | 1,080.00 | ||
| 705-06-C | chain link fence (1800 mm height) | 20 | ln m | 90.00 | 1,800.00 | 90.00 | 1,800.00 | 50.00 | 1,000.00 | ||
| 705-07-A | 4-meter single gates for chain link fence (1200mm height) |
1 | ea | 800.00 | 800.00 | 800.00 | 800.00 | 750.00 | 750.00 | ||
| 705-07-B | 4-meter single gates for chain link fence (1500mm height) |
1 | ea | 900.00 | 900.00 | 910.00 | 910.00 | 850.00 | 850.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 1,488.6 | sq m | 65.00 | 96,759.00 | 55.00 | 81,873.00 | 60.00 | 89,316.00 | ||
| 706-03-A | incidental concrete paving (100 mm thick) | 161.7 | sq m | 80.00 | 12,936.00 | 53.00 | 8,570.10 | 60.00 | 9,702.00 | ||
| 708-01 | right-of-way monument | 196 | ea | 120.00 | 23,520.00 | 140.00 | 27,440.00 | 130.00 | 25,480.00 | ||
| 708-02 | right-of-way monument witness post | 196 | ea | 120.00 | 23,520.00 | 55.00 | 10,780.00 | 130.00 | 25,480.00 | ||
| 711-01-C | riprap (15 kg, 365 mm min. thickness) | 6,500 | sq m | 57.00 | 370,500.00 | 1.00 | 6,500.00 | 65.00 | 422,500.00 | ||
| 711-01-D | riprap (25 kg, 460 mm min. thickness) | 5,168 | sq m | 67.00 | 346,256.00 | 70.00 | 361,760.00 | 75.00 | 387,600.00 | ||
| 711-04 | geotextile fabric | 11,668 | sq m | 2.00 | 23,336.00 | 2.65 | 30,920.20 | 2.50 | 29,170.00 | ||
| 712-04 | flexible revetment | 5,200 | sq m | 60.00 | 312,000.00 | 63.00 | 327,600.00 | 75.00 | 390,000.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 200,000.00 | 200,000.00 | 170,000.00 | 170,000.00 | 1,900,000.00 | 1,900,000.00 | ||
| 713-04-A-01 | temporary pavement markings (broken line)(100 mm width) (1.2 m length) (type 1 removable) |
3.200 | km | 850.00 | 2,720.00 | 850.00 | 2,720.00 | 3,000.00 | 9,600.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 3.000 | km | 750.00 | 2,250.00 | 750.00 | 2,250.00 | 1,000.00 | 3,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
50.000 | km | 5,250.00 | 262,500.00 | 5,250.00 | 262,500.00 | 3,000.00 | 150,000.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 22 | ea | 100.00 | 2,200.00 | 100.00 | 2,200.00 | 200.00 | 4,400.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 2 | ea | 100.00 | 200.00 | 100.00 | 200.00 | 200.00 | 400.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 1,300 | ea | 4.50 | 5,850.00 | 4.50 | 5,850.00 | 3.00 | 3,900.00 | ||
| 714-01 | slab sodding | 12,600 | sq m | 4.50 | 56,700.00 | 4.80 | 60,480.00 | 5.00 | 63,000.00 | ||
| 716-01-A | mulch (vegetative) | 75.0 | hctr | 1,300.00 | 97,500.00 | 1,860.00 | 139,500.00 | 1,600.00 | 120,000.00 | ||
| 717-01 | seeding | 5,000 | kg | 12.50 | 62,500.00 | 15.40 | 77,000.00 | 16.00 | 80,000.00 | ||
| 718-01 | fertilizer | 84,000 | kg | 0.45 | 37,800.00 | 0.62 | 52,080.00 | 1.00 | 84,000.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 80,134 | sq m | 1.25 | 100,167.50 | 1.49 | 119,800.33 | 1.30 | 104,174.20 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 5,702 | sq m | 1.25 | 7,127.50 | 3.00 | 17,106.00 | 1.30 | 7,412.60 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 6,391 | sq m | 1.25 | 7,988.75 | 3.00 | 19,173.00 | 1.35 | 8,627.85 | ||
| 722-02 | project site laboratory (equipped) | 1 | ea | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | ||
| 724-01-C | pavement patching (450 mm minimum thickness) | 1,274 | sq m | 110.00 | 140,140.00 | 195.00 | 248,430.00 | 200.00 | 254,800.00 | ||
| 725-01-A | temporary detour roads (9.6 m width) | 184.5 | ln m | 580.00 | 107,010.00 | 700.00 | 129,150.00 | 600.00 | 110,700.00 | ||
| 725-01-B | temporary detour roads (6.0 m width) | 64.3 | ln m | 460.00 | 29,578.00 | 500.00 | 32,150.00 | 900.00 | 57,870.00 | ||
| 726-01 | bedding material | 2,998.9 | cu m | 85.00 | 254,906.50 | 80.00 | 239,912.00 | 135.00 | 404,851.50 | ||
| 727-01 | mobilization | lump | lump | 2,800,000.00 | 2,800,000.00 | 2,700,000.00 | 2,700,000.00 | 3,500,000.00 | 3,500,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 66.00 | 528.00 | 70.00 | 560.00 | 80.00 | 640.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,407 | ea | 5.50 | 13,238.50 | 5.50 | 13,238.50 | 6.50 | 15,645.50 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 338 | ln m | 15.00 | 5,070.00 | 15.00 | 5,070.00 | 5.00 | 1,690.00 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 909 | ln m | 17.00 | 15,453.00 | 17.00 | 15,453.00 | 15.00 | 13,635.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 49.851 | km | 1,500.00 | 74,776.50 | 1,500.00 | 74,776.50 | 2,000.00 | 99,702.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 29 | ea | 250.00 | 7,250.00 | 250.00 | 7,250.00 | 350.00 | 10,150.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 9 | ea | 250.00 | 2,250.00 | 250.00 | 2,250.00 | 350.00 | 3,150.00 | ||
| 732-05 | removal of existing markings | 8.600 | km | 2,000.00 | 17,200.00 | 2,000.00 | 17,200.00 | 2,500.00 | 21,500.00 | ||
| 735-01 | mailboxes | 25 | ea | 1.00 | 25.00 | 1.00 | 25.00 | 25.00 | 625.00 | ||
| 735-02 | mailbox supports (single) | 25 | ea | 160.00 | 4,000.00 | 160.00 | 4,000.00 | 150.00 | 3,750.00 | ||
| 740-01 | construction layout | lump | lump | 300,000.00 | 300,000.00 | 230,000.00 | 230,000.00 | 400,000.00 | 400,000.00 | ||
| 741-09 | adjusting water house connections | 20 | ea | 800.00 | 16,000.00 | 800.00 | 16,000.00 | 550.00 | 11,000.00 | ||
| 741-10 | adjusting water service lines | 400 | ln m | 35.00 | 14,000.00 | 35.00 | 14,000.00 | 90.00 | 36,000.00 | ||
| 742-01-A | sanitary sewer pipe (200 mm) | 743 | ln m | 130.00 | 96,590.00 | 130.00 | 96,590.00 | 90.00 | 66,870.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 12 | ea | 750.00 | 9,000.00 | 750.00 | 9,000.00 | 600.00 | 7,200.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 150 | ln m | 130.00 | 19,500.00 | 130.00 | 19,500.00 | 200.00 | 30,000.00 | ||
| 742-04-A | casing (200 mm steel) | 10 | ln m | 275.00 | 2,750.00 | 275.00 | 2,750.00 | 500.00 | 5,000.00 | ||
| 742-04-A-01 | casing (200 mm steel)(jack and bore) | 20 | ln m | 275.00 | 5,500.00 | 275.00 | 5,500.00 | 850.00 | 17,000.00 | ||
| 742-04-B | casing (300 mm steel) | 38 | ln m | 300.00 | 11,400.00 | 300.00 | 11,400.00 | 750.00 | 28,500.00 | ||
| 742-04-B-01 | casing (300 mm steel)(jack and bore) | 40 | ln m | 300.00 | 12,000.00 | 300.00 | 12,000.00 | 1,000.00 | 40,000.00 | ||
| 744-01 | traffic control management | lump | lump | 60,000.00 | 60,000.00 | 10,000.00 | 10,000.00 | 125,000.00 | 125,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 500.0 | ln m | 160.00 | 80,000.00 | 160.00 | 80,000.00 | 200.00 | 100,000.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 1,305.0 | ln m | 210.00 | 274,050.00 | 200.00 | 261,000.00 | 225.00 | 293,625.00 | ||
| 804-05 | precast concrete test piles | 1 | ea | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | ||
| 804-09 | loading test piles | 1 | ea | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | 2,000.00 | 2,000.00 | ||
| 804-10 | reloading test piles | 1 | ea | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 804-11 | redriving test piles | 1 | ea | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 804-12 | loading permanent piles | 3 | ea | 1,000.00 | 3,000.00 | 3,000.00 | 9,000.00 | 10,000.00 | 30,000.00 | ||
| 804-17 | dynamic monitoring | 1 | ea | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 90.09 | cu m | 1,100.00 | 99,099.00 | 1,625.00 | 146,396.25 | 1,050.00 | 94,594.50 | ||
| 805-01-F | class a concrete (bents) | 149.64 | cu m | 1,000.00 | 149,640.00 | 1,200.00 | 179,568.00 | 1,050.00 | 157,122.00 | ||
| 805-03 | class aa concrete | 549.76 | cu m | 570.00 | 313,363.20 | 650.00 | 357,344.00 | 750.00 | 412,320.00 | ||
| 805-12-A-01 | reinforced concrete box culverts (1200 mm x 900 mm) (extension) (cast-in-place only) |
74.40 | ln m | 1,000.00 | 74,400.00 | 1,300.00 | 96,720.00 | 1,100.00 | 81,840.00 | ||
| 805-12-E-01 | reinforced concrete box culverts (1200 mm x 1200 mm) (extension) (cast-in-place only) |
258.50 | ln m | 1,100.00 | 284,350.00 | 1,600.00 | 413,600.00 | 1,200.00 | 310,200.00 | ||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 164.00 | ln m | 1,150.00 | 188,600.00 | 2,000.00 | 328,000.00 | 1,250.00 | 205,000.00 | ||
| 805-12-I-01 | reinforced concrete box culverts (1500 mm x 1500 mm) (extension) (cast-in-place only) |
461.50 | ln m | 1,150.00 | 530,725.00 | 2,200.00 | 1,015,300.00 | 1,250.00 | 576,875.00 | ||
| 805-12-M-01 | reinforced concrete box culverts (1800 mm x 1800 mm) (extension) (cast-in-place only) |
100.00 | ln m | 1,200.00 | 120,000.00 | 2,400.00 | 240,000.00 | 1,300.00 | 130,000.00 | ||
| 805-12-Y-01 | reinforced concrete box culverts (900 mm x 900 mm) (extension) (cast-in-place only) |
112.50 | ln m | 1,000.00 | 112,500.00 | 1,350.00 | 151,875.00 | 1,100.00 | 123,750.00 | ||
| 806-01 | deformed reinforcing steel | 20,068 | kg | 1.70 | 34,115.60 | 2.25 | 45,153.00 | 2.00 | 40,136.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 56,964 | kg | 2.10 | 119,624.40 | 2.50 | 142,410.00 | 2.50 | 142,410.00 | ||
| 810-01 | concrete railing (barrier) | 240.00 | ln m | 160.00 | 38,400.00 | 280.00 | 67,200.00 | 200.00 | 48,000.00 | ||
| 813-01 | concrete approach slabs | 885.60 | sq m | 170.00 | 150,552.00 | 290.00 | 256,824.00 | 200.00 | 177,120.00 | ||
| S-001 | rumble strips (ground-in) | 38.0 | km | 300.00 | 11,400.00 | 300.00 | 11,400.00 | 750.00 | 28,500.00 | ||
| S-002 | sanitary sewer force main (100 mm pvc) | 73 | ln m | 130.00 | 9,490.00 | 130.00 | 9,490.00 | 85.00 | 6,205.00 | ||
| S-003 | plugging existing water well (lt. of sta.92+456) | 1 | each | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | ||
| S-101 | retroreflective sheeting panels | lump | lump | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 | ||
| S-102 | dynamic analysis | 1 | each | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | ||
| SUBTOTAL GENERAL | 18,954,459.01 | 19,317,235.52 | 27,205,191.50 | ||||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
130,456.1 | sq m | 13.00 | 1,695,929.30 | 14.00 | 1,826,385.40 | 0.00 | 0.00 | ||
| 502-01 | superpave asphaltic concrete) | 9,493.0 | Mg | 100.00 | 949,300.00 | 103.00 | 977,779.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
4,712.2 | Mg | 130.00 | 612,586.00 | 150.00 | 706,830.00 | 0.00 | 0.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 104,433.8 | sq m | 45.00 | 4,699,521.00 | 43.00 | 4,490,653.40 | 0.00 | 0.00 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
18,717.8 | sq m | 58.00 | 1,085,632.40 | 60.00 | 1,123,068.00 | 0.00 | 0.00 | ||
| 601-04 | portland cement concrete pavement coring | 250 | ea | 100.00 | 25,000.00 | 90.00 | 22,500.00 | 0.00 | 0.00 | ||
| 707-01 | concrete curb | 1,688.2 | ln m | 12.00 | 20,258.40 | 12.00 | 20,258.40 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 7.396 | km | 850.00 | 6,286.60 | 850.00 | 6,286.60 | 0.00 | 0.00 | ||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
13.283 | km | 2,700.00 | 35,864.10 | 2,650.00 | 35,199.95 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A1 | 9,130,377.80 | 9,208,960.75 | |||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
128,955.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 15.00 | 1,934,328.00 | ||
| 502-01 | superpave asphaltic concrete | 46,054.3 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 105.00 | 4,835,701.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
11,304.6 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 125.00 | 1,413,075.00 | ||
| 707-03 | combination concrete curb & gutter | 1,668.2 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 75.00 | 125,115.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 20.679 | km | 0.00 | 0.00 | 0.00 | 0.00 | 900.00 | 18,611.10 | ||
| SUBTOTAL ALT A2 | 8,326,830.60 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 28,084,836.81 | 28,526,196.27 | 35,532,022.10 | ||||||||
| Number of Days Bid at $1,000 per day. | 725 | 725,000.00 | 725 | 725,000.00 | 725 | 725,000.00 | 0 | ||||
| TOTAL BID | 28,809,836.81 | 29,251,196.27 | 36,257,022.10 | ||||||||