| |||
| Lead Project: 014-04-0032 | |||
| Parish: ALLEN, RAPIDES | |||
| Routes: US 165 | |||
| Description: OAKDALE - GLENMORA | |||
| Type Const:
grading, drainage structures, lime treatment, subgrade layer, class ii base course, superpave acp (alt. a-1), pccp (alt. a-2) and related work | |||
| Estimated Construction Cost: $36,318,793.01 | |||
| Maximum Number of Days Allowed for Construction: 850 | |||
| Calculated Daily User Cost: $3,050.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $27,792,004.66 | 425 | $0.00 | $29,088,254.66 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $30,642,028.21 | 798 | $0.00 | $33,075,928.21 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 1,200,000.00 | 1,200,000.00 | 610,000.00 | 610,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-B | removal of concrete box culverts (sta. 10+936; 4-1.5 m x 1.5 m x 13.4 m) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 849 | sq m | 5.00 | 4,245.00 | 9.50 | 8,065.50 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 11.7 | ln m | 7.00 | 81.90 | 60.00 | 702.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 53,060.5 | sq m | 4.00 | 212,242.00 | 6.00 | 318,363.00 | ||||
| 202-02-I | removal of concrete headwall (sta. 101+065) | 2 | ea | 200.00 | 400.00 | 1,500.00 | 3,000.00 | ||||
| 202-02-01 | removal of 1.2 m x 2.6 m motel sign (lt. of sta. 10+108) |
1 | ea | 500.00 | 500.00 | 100.00 | 100.00 | ||||
| 202-02-02 | removal of 3.7 m x 11.3 m storage building (lt. of sta. 10+220) |
1 | ea | 4,000.00 | 4,000.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-03 | removal of 17.4 m x 26.3 m wood frame commercial building on piers (lt. of sta. 10+238) |
1 | ea | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | ||||
| 202-02-04 | removal of 2.3 m x 1.5 m fireworks sign (lt. of sta. 10+247) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-05 | removal of 2.7 m x 1.6 m flea market sign (lt. of 10+248) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-06 | removal of 2.0 m x 2.0 m vaughn sign (lt. of sta. 10+786) |
1 | ea | 1,500.00 | 1,500.00 | 100.00 | 100.00 | ||||
| 202-02-07 | removal of 3.2 m x 3.2 m vaughn sign (lt. of sta. 10+819) |
1 | ea | 800.00 | 800.00 | 100.00 | 100.00 | ||||
| 202-02-08 | removal of 2.6 m x 1.6 m oakdale vault co. sign (lt. of sta. 11+016) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-09 | removal of 1.0 m x 1.5 m caldwell banker realty sign (lt. of sta. 11+661) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-10 | removal of 2.4 m x 1.5 m lonestar fertilizer sign (lt. of sta. 11+830) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-11 | removal of 4.9 m x 4.9 m metal building (lt. of sta. 102+283) |
1 | ea | 1,800.00 | 1,800.00 | 400.00 | 400.00 | ||||
| 202-02-12 | removal of 14.3 m x 16.3 m metal building (lt. of sta. 102+300) |
1 | ea | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-13 | removal of 3.7 m x 1.5 m johnson's auto sign (rt. of sta. 102+317) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-14 | removal of 7.8 m x 22.8 m wood frame residence on piers (lt. of sta. 102+333) |
1 | ea | 6,000.00 | 6,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-15 | removal of 4.2 m x 20.1 m mobile home on piers (lt. of sta. 102+354) |
1 | ea | 2,000.00 | 2,000.00 | 1,400.00 | 1,400.00 | ||||
| 202-02-16 | removal of 7.3 m x 6.2 m wood frame building on slab (lt. of sta. 102+359) |
1 | ea | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-17 | removal of 1.6 m x 0.9 m sign (rt. of sta. 102+476) | 1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-18 | removal of 11.2 m x 13.0 m wood frame residence on piers (lt. of sta. 102+480) |
1 | ea | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-19 | removal of 28.8 m x 43.6 m concrete block building (lt. of sta. 102+684) |
1 | ea | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | ||||
| 202-02-20 | removal of 9.4 m x 14.5 m brick/frame building (rt. of sta. 103+210) |
1 | ea | 5,000.00 | 5,000.00 | 3,300.00 | 3,300.00 | ||||
| 202-02-21 | removal of 16.3 m x 20.6 m brick residence on slab (lt. of sta. 103+254) |
1 | ea | 6,500.00 | 6,500.00 | 3,500.00 | 3,500.00 | ||||
| 202-02-22 | removal of 6.2 m x 15.1 m wood frame residence on piers (rt. of sta. 105+245)(contains non-friable asbestos) |
1 | ea | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-23 | removal of 3.1 m x 4.0 m shed (lt. of sta. 105+252) | 1 | ea | 700.00 | 700.00 | 500.00 | 500.00 | ||||
| 202-02-24 | removal of 5.2 m x 8.5 m metal building on piers (lt. of sta. 105+272) |
1 | ea | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-25 | removal of 2.4 m x 8.5 m wood frame camper on piers (lt. of sta. 105+300) |
1 | ea | 3,000.00 | 3,000.00 | 300.00 | 300.00 | ||||
| 202-02-26 | removal of 6.2 m x 10.4 m wood frame residence on piers (lt. of sta. 105+309)(contains non-friable asbestos) |
1 | ea | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-27 | removal of 7.1 m x 9.7 m wood frame residence on piers (lt. of sta. 105+401)(contains non-friable asbestos) |
1 | ea | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-28 | removal of 5.4 m x 11.6 m wood frame building on piers (lt. of sta. 105+568) |
1 | ea | 3,500.00 | 3,500.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-29 | removal of 11.8 m x 12.7 m wood frame building on piers (rt. of sta. 105+579) |
1 | ea | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-30 | removal of 4.4 m x 17.9 m mobile home on piers (lt. of sta. 105+671) |
1 | ea | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-31 | removal of 11.2 m x 15.5 m wood frame residence on piers (lt. of sta. 105+800) |
1 | ea | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-32 | removal of 3.3 m x 4.8 m metal shed (rt. of sta. 105+815) |
1 | ea | 900.00 | 900.00 | 300.00 | 300.00 | ||||
| 202-02-33 | removal of 4.7 m x 4.6 m shed (lt. of sta. 105+815) | 1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | ||||
| 202-02-34 | removal of 14.9 m x 24.5 m metal building on slab (rt. of sta. 105+835) |
1 | ea | 10,000.00 | 10,000.00 | 4,500.00 | 4,500.00 | ||||
| 202-02-35 | removal of 7.4 m x 16.1 m wood frame building on piers (lt. of sta. 105+855)(contains non-friable asbestos) |
1 | ea | 5,000.00 | 5,000.00 | 3,300.00 | 3,300.00 | ||||
| 202-02-36 | removal of 7.6 m x 20.0 m mobile home on piers (lt. of sta. 105+934) |
1 | ea | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-37 | removal of 7.4 m x 12.0 m wood frame residence on piers (lt. of sta. 106+006) |
1 | ea | 4,000.00 | 4,000.00 | 1,800.00 | 1,800.00 | ||||
| 202-02-38 | removal of 4.3 m x 22.6 m mobile home on piers (lt. of sta. 106+014) |
1 | ea | 2,500.00 | 2,500.00 | 1,200.00 | 1,200.00 | ||||
| 202-02-39 | removal of 7.4 m x 10.9 m wood frame residence on piers (lt. of sta. 106+037) |
1 | ea | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-40 | removal of 5.0 m x 9.4 m wood frame shed on piers (lt. of sta. 106+060) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-41 | removal of 2.5 m x 3.2 m wood frame shed on piers (lt. of sta. 106+072) |
1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | ||||
| 202-02-42 | removal of 19.0 m x 13.6 m wood frame residence on piers (lt. of sta. 106+098)(contains non-friable asbestos) |
1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | ||||
| 202-02-43 | removal of 11.0 m x 13.4 m mobile home with wood frame addition (lt. of sta. 106+131) |
1 | ea | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-44 | removal of 7.4 m x 12.2 m metal building on slab (rt. of sta. 106+150) |
1 | ea | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-45 | removal of 9.4 m x 17.0 m brick residence on slab (lt. of sta. 106+189) |
1 | ea | 5,000.00 | 5,000.00 | 3,800.00 | 3,800.00 | ||||
| 202-02-46 | removal of 3.6 m x 6.1 m mobile home on piers (rt. of sta. 106+267) |
1 | ea | 3,000.00 | 3,000.00 | 100.00 | 100.00 | ||||
| 202-02-47 | removal of 11.0 m x 14.3 m wood frame residence on piers (rt. of sta. 106+280)(contains non-friable asbestos) |
1 | ea | 6,000.00 | 6,000.00 | 4,500.00 | 4,500.00 | ||||
| 202-02-48 | removal of 8.6 m x 17.1 m mobile home on piers (lt. of sta. 106+454) (contains non-friable asbestos) |
1 | ea | 2,500.00 | 2,500.00 | 2,800.00 | 2,800.00 | ||||
| 202-02-49 | removal of 8.6 m x 10.4 m wood frame residence on piers (lt. of sta. 106+482)(contains non-friable asbestos) |
1 | ea | 4,500.00 | 4,500.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-50 | removal of 7.3 m x 14.2 m shed (rt. of sta. 106+576) | 1 | ea | 700.00 | 700.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-51 | removal of 4.0 m x 2.5 m sutton's bedding plants sign (rt. of sta. 106+853) |
1 | ea | 350.00 | 350.00 | 250.00 | 250.00 | ||||
| 202-02-52 | removal of 5.2 m x 6.2 m metal shed (lt. of sta. 106+860) |
1 | ea | 800.00 | 800.00 | 500.00 | 500.00 | ||||
| 202-02-53 | removal of 23.7 m x 21.4 m greenhouse (lt. of sta. 106+877) |
1 | ea | 9,000.00 | 9,000.00 | 3,500.00 | 3,500.00 | ||||
| 202-02-54 | removal of 1.0 m diameter x 4.2 m above ground tank) (lt. of sta. 106+896) |
1 | ea | 1.00 | 1.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-55 | removal of 9.3 m x 13.1 m metal building on slab (lt. of sta. 106+899) |
1 | ea | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-56 | removal of 7.6 m x 18.6 m greenhouse (rt. of sta. 106+935) |
1 | ea | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-57 | removal of 16.2 m x 27.2 m building (gin)(lt. of sta. 106+947) |
1 | ea | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-58 | removal of 2.1 m x 1.5 m country green sign (rt. of sta. 106+959) |
1 | ea | 300.00 | 300.00 | 100.00 | 100.00 | ||||
| 202-02-59 | removal of 15.8 m x 24.9 m brick building on slab (lt. of sta. 106+984) (contains non-friable asbestos) |
1 | ea | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-60 | removal of 6.2 m x 12.3 m greenhouse on slab (lt. of sta. 107+005) |
1 | ea | 2,500.00 | 2,500.00 | 500.00 | 500.00 | ||||
| 203-01 | general excavation | 212,254 | cu m | 4.00 | 849,016.00 | 5.50 | 1,167,397.00 | ||||
| 203-02 | drainage excavation | 434 | cu m | 12.00 | 5,208.00 | 20.00 | 8,680.00 | ||||
| 203-03 | muck excavation | 6,517 | cu m | 20.00 | 130,340.00 | 8.00 | 52,136.00 | ||||
| 203-04 | embankment | 162,664 | cu m | 7.00 | 1,138,648.00 | 6.00 | 975,984.00 | ||||
| 203-05-A | nonplastic embankment (stone) | 3,607 | cu m | 75.00 | 270,525.00 | 175.00 | 631,225.00 | ||||
| 204-02 | temporary hay or straw bales | 370 | ea | 30.00 | 11,100.00 | 8.00 | 2,960.00 | ||||
| 204-03 | temporary slope drains | 552 | ln m | 20.00 | 11,040.00 | 35.00 | 19,320.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 93 | ea | 150.00 | 13,950.00 | 100.00 | 9,300.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 34 | ea | 500.00 | 17,000.00 | 350.00 | 11,900.00 | ||||
| 204-06 | temporary silt fencing | 7,150 | ln m | 6.00 | 42,900.00 | 8.00 | 57,200.00 | ||||
| 204-07 | temporary stone construction entrance | 4 | ea | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | ||||
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
183,023.3 | sq m | 20.50 | 3,751,977.65 | 20.00 | 3,660,466.00 | ||||
| 302-02-D-01 | class ii base course (300 mm thick)(stone or recycled pccp) |
3,679.7 | sq m | 34.00 | 125,109.80 | 36.00 | 132,469.20 | ||||
| 302-02-E-01 | class ii base course (430 mm thick)(stone or recycled pccp) |
41,048.5 | sq m | 32.00 | 1,313,552.00 | 42.00 | 1,724,037.00 | ||||
| 302-02-F-01 | class ii base course (180 mm thick)(stone or recycled pccp) |
12,462.5 | sq m | 14.00 | 174,475.00 | 20.00 | 249,250.00 | ||||
| 304-05 | lime treatment (type e) (300 mm thick) | 3,725.05 | Mg | 1.00 | 3,725.05 | 180.00 | 670,509.00 | ||||
| 305-01-D | subgrade layer (300 mm thick) | 236,535 | sq m | 6.50 | 1,537,477.50 | 6.50 | 1,537,477.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
456 | cu m | 75.00 | 34,200.00 | 50.00 | 22,800.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 765.0 | cu m | 125.00 | 95,625.00 | 50.00 | 38,250.00 | ||||
| 509-01 | cold planing asphaltic pavement | 10,489 | sq m | 3.00 | 31,467.00 | 3.50 | 36,711.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 133 | cu m | 0.01 | - 1.33 | 1.00 | - 133.00 | ||||
| 701-02-I | cross drain pipe arch (1350 mm equiv. rcpa) | 62.0 | ln m | 700.00 | 43,400.00 | 650.00 | 40,300.00 | ||||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 7.0 | ln m | 240.00 | 1,680.00 | 250.00 | 1,750.00 | ||||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 931.3 | ln m | 200.00 | 186,260.00 | 210.00 | 195,573.00 | ||||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 121.0 | ln m | 265.00 | 32,065.00 | 275.00 | 33,275.00 | ||||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 192.3 | ln m | 300.00 | 57,690.00 | 325.00 | 62,497.50 | ||||
| 701-04-D | storm drain pipe arch (600 mm equiv. rcpa) | 124.0 | ln m | 300.00 | 37,200.00 | 305.00 | 37,820.00 | ||||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 79.2 | ln m | 365.00 | 28,908.00 | 380.00 | 30,096.00 | ||||
| 701-05-G | side drain pipe (450 mm) | 268.4 | ln m | 180.00 | 48,312.00 | 200.00 | 53,680.00 | ||||
| 701-05-I | side drain pipe (600 mm) | 313.9 | ln m | 250.00 | 78,475.00 | 230.00 | 72,197.00 | ||||
| 701-05-K | side drain pipe (750 mm) | 316.7 | ln m | 275.00 | 87,092.50 | 400.00 | 126,680.00 | ||||
| 701-05-M | side drain pipe (900 mm) | 22.2 | ln m | 410.00 | 9,102.00 | 420.00 | 9,324.00 | ||||
| 701-05-N | side drain pipe (1050 mm) | 35.3 | ln m | 485.00 | 17,120.50 | 520.00 | 18,356.00 | ||||
| 701-05-O | side drain pipe (1200 mm) | 38.1 | ln m | 515.00 | 19,621.50 | 550.00 | 20,955.00 | ||||
| 701-07-C | yard drain pipe (200 mm) | 13.7 | ln m | 95.00 | 1,301.50 | 150.00 | 2,055.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 30.7 | ln m | 300.00 | 9,210.00 | 400.00 | 12,280.00 | ||||
| 702-03-A | catch basins (cb-01m) | 33 | ea | 2,800.00 | 92,400.00 | 3,700.00 | 122,100.00 | ||||
| 702-03-B | catch basins (cb-02m) | 2 | ea | 6,800.00 | 13,600.00 | 4,200.00 | 8,400.00 | ||||
| 702-03-C | catch basins (cb-06m) | 7 | ea | 5,000.00 | 35,000.00 | 4,000.00 | 28,000.00 | ||||
| 702-03-D | catch basins (cb-07m) | 1 | ea | 5,500.00 | 5,500.00 | 4,500.00 | 4,500.00 | ||||
| 702-03-F | catch basins (cb-08m) | 1 | ea | 10,000.00 | 10,000.00 | 8,800.00 | 8,800.00 | ||||
| 702-03-G | catch basins (cb-09m) | 1 | ea | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 | ||||
| 702-03-H | catch basins (cb-05m) | 3 | ea | 1,200.00 | 3,600.00 | 1,300.00 | 3,900.00 | ||||
| 702-08-A | side drain safety end (type 1) | 43 | ea | 1,200.00 | 51,600.00 | 2,000.00 | 86,000.00 | ||||
| 702-08-B | side drain safety end (type 2) | 28 | ea | 4,800.00 | 134,400.00 | 3,500.00 | 98,000.00 | ||||
| 703-02 | shoulder outlet underdrains | 54 | ea | 800.00 | 43,200.00 | 380.00 | 20,520.00 | ||||
| 703-03 | perforated pipe underdrains | 4,638 | ln m | 20.00 | 92,760.00 | 22.00 | 102,036.00 | ||||
| 705-01 | barbed wire fence | 5,031 | ln m | 17.50 | 88,042.50 | 15.00 | 75,465.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 94 | ln m | 21.00 | 1,974.00 | 20.00 | 1,880.00 | ||||
| 705-03 | single swinging walk gates | 1 | ea | 500.00 | 500.00 | 350.00 | 350.00 | ||||
| 705-05 | double swinging driveway gates | 12 | dbgt | 700.00 | 8,400.00 | 550.00 | 6,600.00 | ||||
| 705-06-B | chain link fence (1500 mm height) | 165 | ln m | 22.00 | 3,630.00 | 50.00 | 8,250.00 | ||||
| 705-06-C | chain link fence (1800 mm height) | 62 | ln m | 24.00 | 1,488.00 | 80.00 | 4,960.00 | ||||
| 705-08-C-01 | 7-meter double gates for chain link fence (1800 mm height) |
1 | dbgt | 1,200.00 | 1,200.00 | 950.00 | 950.00 | ||||
| 705-08-C-02 | 10 m double gates for chain link fence (1800 mm height) | 1 | dbgt | 1,800.00 | 1,800.00 | 1,050.00 | 1,050.00 | ||||
| 705-08-C-03 | 11 m double gates for chain link fence (1800 mm height) | 1 | dbgt | 2,100.00 | 2,100.00 | 1,250.00 | 1,250.00 | ||||
| 705-09 | rebuilt fence | 242 | ln m | 80.00 | 19,360.00 | 50.00 | 12,100.00 | ||||
| 706-02-C | concrete drive (150 mm thick) | 2,987.0 | sq m | 58.00 | 173,246.00 | 60.00 | 179,220.00 | ||||
| 708-01 | right-of-way monument | 150 | ea | 350.00 | 52,500.00 | 200.00 | 30,000.00 | ||||
| 708-02 | right-of-way monument witness post | 107 | ea | 350.00 | 37,450.00 | 200.00 | 21,400.00 | ||||
| 709-01 | steel cattle guard | 1 | ea | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 398 | sq m | 60.00 | 23,880.00 | 75.00 | 29,850.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 160,000.00 | 160,000.00 | 200,000.00 | 200,000.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
26.505 | km | 1.00 | 26.51 | 5,750.00 | 152,403.75 | ||||
| 716-01-A | mulch (vegetative) | 12.2 | hctr | 1,700.00 | 20,740.00 | 1,590.00 | 19,398.00 | ||||
| 717-01 | seeding | 2,600 | kg | 14.00 | 36,400.00 | 16.50 | 42,900.00 | ||||
| 718-01 | fertilizer | 79,095 | kg | 0.75 | 59,321.25 | 0.55 | 43,502.25 | ||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | ||||
| 724-01-A | pavement patching (150 mm minimum thickness) | 147 | sq m | 170.00 | 24,990.00 | 300.00 | 44,100.00 | ||||
| 726-01 | bedding material | 1,240.9 | cu m | 80.00 | 99,272.00 | 85.00 | 105,476.50 | ||||
| 727-01 | mobilization | lump | lump | 2,500,000.00 | 2,500,000.00 | 2,800,000.00 | 2,800,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 89 | ea | 80.00 | 7,120.00 | 75.00 | 6,675.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,977 | ea | 5.50 | 16,373.50 | 6.50 | 19,350.50 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 67.223 | km | 1,500.00 | 100,834.50 | 1,650.00 | 110,917.95 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | ea | 180.00 | 1,260.00 | 400.00 | 2,800.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 16 | ea | 200.00 | 3,200.00 | 400.00 | 6,400.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 200.00 | 1,400.00 | 400.00 | 2,800.00 | ||||
| 732-05 | removal of existing markings | 12.583 | km | 3,600.00 | 45,298.80 | 3,950.00 | 49,702.85 | ||||
| 740-01 | construction layout | lump | lump | 360,000.00 | 360,000.00 | 400,000.00 | 400,000.00 | ||||
| 740-02 | utility oversight and coordination | lump | lump | 100,000.00 | 100,000.00 | 8,500.00 | 8,500.00 | ||||
| 744-01 | traffic control management | lump | lump | 120,000.00 | 120,000.00 | 12,000.00 | 12,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 5.81 | cu m | 1,400.00 | 8,134.00 | 1,000.00 | 5,810.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 122.12 | cu m | 1,200.00 | 146,544.00 | 1,100.00 | 134,332.00 | ||||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 691.20 | ln m | 1,280.00 | 884,736.00 | 980.00 | 677,376.00 | ||||
| 805-12-F | reinforced concrete box culverts (1500 mm x 1200 mm) | 362.00 | ln m | 1,000.00 | 362,000.00 | 1,100.00 | 398,200.00 | ||||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 185.10 | ln m | 1,100.00 | 203,610.00 | 1,150.00 | 212,865.00 | ||||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 123.60 | ln m | 1,400.00 | 173,040.00 | 1,300.00 | 160,680.00 | ||||
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 216.80 | ln m | 2,700.00 | 585,360.00 | 1,850.00 | 401,080.00 | ||||
| 805-12-Y | reinforced concrete box culverts (1200 mm x 600 mm) | 57.00 | ln m | 1,000.00 | 57,000.00 | 900.00 | 51,300.00 | ||||
| 806-01 | deformed reinforcing steel | 7,611 | kg | 2.80 | 21,310.80 | 2.00 | 15,222.00 | ||||
| S-001 | paved gutter drains | 98 | each | 2,200.00 | 215,600.00 | 1,200.00 | 117,600.00 | ||||
| S-002 | rumble strips (ground-in) | 27.8 | km | 500.00 | 13,900.00 | 500.00 | 13,900.00 | ||||
| S-003 | sawcutting existing concrete pavement | 21 | ln m | 40.00 | 840.00 | 50.00 | 1,050.00 | ||||
| SUBTOTAL GENERAL | 19,322,634.43 | 19,971,881.00 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 502-01 | superpave asphaltic concrete | 92,211.0 | Mg | 75.00 | 6,915,825.00 | 0.00 | 0.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
13,017.4 | Mg | 100.00 | 1,301,740.00 | 0.00 | 0.00 | ||||
| 707-03 | combination concrete curb & gutter | 4,723.0 | ln m | 48.00 | 226,704.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (solid line)(100 mm width) | 37.187 | km | 675.00 | 25,101.23 | 0.00 | 0.00 | ||||
| SUBTOTAL ALT A1 | 8,469,370.23 | ||||||||||
| ALTERNATE A2 | |||||||||||
| 502-01 | superpave asphaltic concrete | 7,867.3 | Mg | 0.00 | 0.00 | 105.00 | 826,066.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,026.5 | Mg | 0.00 | 0.00 | 115.00 | 118,047.50 | ||||
| 601-01-U | portland cement concrete pavement (230 mm thick) | 158,765.4 | sq m | 0.00 | 0.00 | 50.00 | 7,938,270.00 | ||||
| 601-02-U | portland cement concrete pavement (230 mm thick) (crossovers & turnouts) |
21,995.3 | sq m | 0.00 | 0.00 | 74.00 | 1,627,652.20 | ||||
| 601-04 | portland cement concrete pavement coring | 10 | ea | 0.00 | 0.00 | 90.00 | 900.00 | ||||
| 707-01 | concrete curb | 4,723.0 | ln m | 0.00 | 0.00 | 8.00 | 37,784.00 | ||||
| 732-03-A | plastic pvmt striping(broken line)(100mmwidth) | 1.209 | km | 0.00 | 0.00 | 745.00 | 900.71 | ||||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
35.978 | km | 0.00 | 0.00 | 3,350.00 | 120,526.30 | ||||
| SUBTOTAL ALT A2 | 10,670,147.21 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 27,792,004.66 | 30,642,028.21 | |||||||||
| NUMBER OF DAYS BID AT $3,050 PER DAY. | 1,296,250.00 | 2,433,900.00 | |||||||||
| LIFE CYCLE COST | |||||||||||
| TOTAL BID | 29,088,254.66 | 33,075,928.21 | |||||||||