| |||
| Lead Project: 014-04-0028 | |||
| Parish: ALLEN | |||
| Routes: US 165 | |||
| Description: OBERLIN - OAKDALE | |||
| Type Const:
grading, drainage structures, lime trmt, subgrade layer, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2) and related work. | |||
| Estimated Construction Cost: $28,981,063.45 | |||
| Maximum Number of Days Allowed for Construction: 825 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $30,763,921.76 | 685 | $31,448,921.76 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $34,738,722.38 | 765 | $35,503,722.38 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $37,627,179.55 | 825 | $38,452,179.55 |
| 42076 | AUSTIN BRIDGE & ROAD, LP | IRREGULAR | 825 | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
AUSTIN BRIDGE & ROAD, LP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 300,000.00 | 300,000.00 | 750,000.00 | 750,000.00 | 300,000.00 | 300,000.00 | 501,860.00 | 501,860.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 12,500.00 | 12,500.00 | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 84+39; 1.5 m x 0.9 m x 14.9 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 3,474.00 | 3,474.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 41+80; 1.5 m x 1.2 m x 13.4 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 4,632.00 | 4,632.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 61+89; 1.5 m x 1.2 m x 14.0 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 4,632.00 | 4,632.00 |
| 202-02-B-04 | removal of concrete box culverts (sta. 70+63; 0.6 m x 0.6 m x 15.5 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 3,474.00 | 3,474.00 |
| 202-02-B-05 | removal of concrete box culverts (sta. 78+55; 1.5 m x 0.9 m x 14.9 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 4,632.00 | 4,632.00 |
| 202-02-B-06 | removal of concrete box culverts (sta. 122+44;1.2 m x 0.6 m x 14.0 m) |
1 | ea | 2,800.00 | 2,800.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 4,632.00 | 4,632.00 |
| 202-02-D | removal of concrete walks & drives | 11,563 | sq m | 3.00 | 34,689.00 | 2.50 | 28,907.50 | 10.00 | 115,630.00 | 6.03 | 69,724.89 |
| 202-02-E | removal of concrete curbs | 20.0 | ln m | 15.00 | 300.00 | 130.00 | 2,600.00 | 50.00 | 1,000.00 | 66.20 | 1,324.00 |
| 202-02-G | removal of surfacing & stabilized base | 32,328.0 | sq m | 3.80 | 122,846.40 | 3.65 | 117,997.20 | 6.50 | 210,132.00 | 4.50 | 145,476.00 |
| 202-02-H | removal of guard rail | 65 | ln m | 22.00 | 1,430.00 | 37.00 | 2,405.00 | 25.00 | 1,625.00 | 23.17 | 1,506.05 |
| 202-02-I | removal of natural gas condensate tank w/levee (lt. of sta. 68+85) |
1 | each | 800.00 | 800.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 2,316.00 | 2,316.00 |
| 202-02-01 | removal of 9.8 m x 15.4 m wood frame building (lt. of sta. 69+72) |
1 | ea | 4,000.00 | 4,000.00 | 3,300.00 | 3,300.00 | 3,000.00 | 3,000.00 | 6,987.00 | 6,987.00 |
| 202-02-02 | removal of 9.9 m x 16.0 m wood frame building (lt. of sta. 69+99) |
1 | ea | 4,000.00 | 4,000.00 | 3,400.00 | 3,400.00 | 3,000.00 | 3,000.00 | 7,525.00 | 7,525.00 |
| 202-02-03 | removal of 9.9 m x 16.6 m wood frame and brick residence (lt. of sta. 73+68) |
1 | ea | 4,000.00 | 4,000.00 | 5,300.00 | 5,300.00 | 4,000.00 | 4,000.00 | 7,525.00 | 7,525.00 |
| 202-02-04 | removal of 9.5 m x 20.9 m brick residence (lt. of sta. 74+43)(contains non-friable asbestos) |
1 | ea | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 7,000.00 | 7,000.00 | 9,675.00 | 9,675.00 |
| 202-02-05 | removal of 11.9 m x 17.7 m brick residence (lt. of sta. 76+95) |
1 | ea | 6,000.00 | 6,000.00 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | 10,320.00 | 10,320.00 |
| 202-02-06 | removal of brick entrance walls (lt. of sta. 106+85) | 1 | ea | 4,000.00 | 4,000.00 | 900.00 | 900.00 | 4,000.00 | 4,000.00 | 537.00 | 537.00 |
| 202-02-07 | removal of 4-10 ton underground concrete anchors (lt of sta. 108+04 & 109+16) |
1 | ea | 14,000.00 | 14,000.00 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 | 1,075.00 | 1,075.00 |
| 202-02-08 | removal of 11.0 m x 9.8 m wood frame residence (lt. of sta. 138+42) |
1 | ea | 4,000.00 | 4,000.00 | 2,800.00 | 2,800.00 | 4,000.00 | 4,000.00 | 4,300.00 | 4,300.00 |
| 202-02-09 | removal of 8.0 m x 8.0 m wood frame carport (lt. of sta. 138+52) |
1 | ea | 2,000.00 | 2,000.00 | 1,300.00 | 1,300.00 | 1,200.00 | 1,200.00 | 4,300.00 | 4,300.00 |
| 202-02-10 | removal of 5.2 m x 11.5 m wood frame building (lt. of sta. 30+66) |
1 | ea | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 2,687.00 | 2,687.00 |
| 202-02-11 | removal of 7.9 m x 13.4 m wood frame residence (lt. of sta. 40+06) (contains non-friable asbestos) |
1 | ea | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 2,687.00 | 2,687.00 |
| 202-02-12 | removal of 12.5 m x 14.0 m wood frame residence (lt. of sta. 51+00) (contains non-friable asbestos) |
1 | ea | 3,000.00 | 3,000.00 | 3,700.00 | 3,700.00 | 4,000.00 | 4,000.00 | 4,837.00 | 4,837.00 |
| 202-02-13 | removal of 8.0 m x 17.4 m wood frame residence (lt. of sta. 62+94) |
1 | ea | 3,000.00 | 3,000.00 | 2,900.00 | 2,900.00 | 3,000.00 | 3,000.00 | 8,062.00 | 8,062.00 |
| 202-02-14 | removal of 5.0 m x 7.6 m wood frame shed (lt. of sta. 63+05) |
1 | ea | 3,000.00 | 3,000.00 | 900.00 | 900.00 | 3,000.00 | 3,000.00 | 6,450.00 | 6,450.00 |
| 202-02-15 | removal of 17.7 m x 24.1 m wood frame and brick residence (lt. of sta. 71+61) |
1 | ea | 6,000.00 | 6,000.00 | 900.00 | 900.00 | 7,000.00 | 7,000.00 | 1,612.00 | 1,612.00 |
| 202-02-16 | removal of 10.9 m x 31.0 m wood frame and brick residence (lt. of sta. 94+95) |
1 | ea | 4,000.00 | 4,000.00 | 4,200.00 | 4,200.00 | 4,200.00 | 4,200.00 | 16,124.00 | 16,124.00 |
| 202-02-17 | removal of 3.7 m x 6.1 m wood frame shed (lt. of sta. 103+08) |
1 | ea | 2,000.00 | 2,000.00 | 900.00 | 900.00 | 1,200.00 | 1,200.00 | 1,075.00 | 1,075.00 |
| 202-02-18 | removal of 2.8 m x 5.5 m wood frame shed (lt. of sta. 103+09) |
1 | ea | 2,000.00 | 2,000.00 | 900.00 | 900.00 | 1,200.00 | 1,200.00 | 1,075.00 | 1,075.00 |
| 202-02-19 | removal of 9.4 m x 10.8 m wood frame residence (lt. of sta. 103+19) (contains non-friable asbestos) |
1 | ea | 3,500.00 | 3,500.00 | 2,100.00 | 2,100.00 | 3,600.00 | 3,600.00 | 3,225.00 | 3,225.00 |
| 202-02-20 | removal of 11.0 m x 12.8 m wood frame residence and mobile home (lt. of sta. 103+33) |
1 | ea | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,000.00 | 7,000.00 | 6,450.00 | 6,450.00 |
| 202-02-21 | removal of 9.0 m x 12.0 m wood frame garage (lt. of sta. 104+46) |
1 | ea | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 3,225.00 | 3,225.00 |
| 202-02-22 | removal of office trailer (lt. of sta. 131+00) | 1 | ea | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | 3,225.00 | 3,225.00 |
| 202-02-23 | removal of mobile home (lt. of sta. 134+30) | 1 | ea | 1,000.00 | 1,000.00 | 2,300.00 | 2,300.00 | 1,000.00 | 1,000.00 | 3,225.00 | 3,225.00 |
| 202-02-24 | removal of brick entrance walls (lt. of sta. 134+76 to sta. 134+91) |
1 | ea | 2,000.00 | 2,000.00 | 900.00 | 900.00 | 1,200.00 | 1,200.00 | 752.00 | 752.00 |
| 203-01 | general excavation | 122,123 | cu m | 4.00 | 488,492.00 | 3.50 | 427,430.50 | 9.00 | 1,099,107.00 | 9.16 | 1,118,646.68 |
| 203-02 | drainage excavation | 1,280 | cu m | 12.00 | 15,360.00 | 13.00 | 16,640.00 | 13.00 | 16,640.00 | 22.24 | 28,467.20 |
| 203-03 | muck excavation | 400 | cu m | 25.00 | 10,000.00 | 10.50 | 4,200.00 | 28.00 | 11,200.00 | 39.24 | 15,696.00 |
| 203-04 | embankment | 341,915 | cu m | 8.50 | 2,906,277.50 | 7.25 | 2,478,883.75 | 12.50 | 4,273,937.50 | 10.46 | 3,576,430.90 |
| 204-02 | temporary hay or straw bales | 2,000 | ea | 16.00 | 32,000.00 | 6.00 | 12,000.00 | 12.00 | 24,000.00 | 6.00 | 12,000.00 |
| 204-03 | temporary slope drains | 2,430 | ln m | 17.00 | 41,310.00 | 21.50 | 52,245.00 | 18.00 | 43,740.00 | 26.48 | 64,346.40 |
| 204-04 | temporary sediment basins | 76 | ea | 175.00 | 13,300.00 | 140.00 | 10,640.00 | 500.00 | 38,000.00 | 252.00 | 19,152.00 |
| 204-05-A | temporary sediment check dams (hay) | 186 | ea | 130.00 | 24,180.00 | 70.00 | 13,020.00 | 250.00 | 46,500.00 | 76.00 | 14,136.00 |
| 204-05-B | temporary sediment check dams (stone) | 20 | ea | 525.00 | 10,500.00 | 270.00 | 5,400.00 | 1,000.00 | 20,000.00 | 504.00 | 10,080.00 |
| 204-06 | temporary silt fencing | 38,978 | ln m | 3.00 | 116,934.00 | 8.50 | 331,313.00 | 10.00 | 389,780.00 | 3.62 | 141,100.36 |
| 204-07 | temporary stone construction entrance | 2 | ea | 2,000.00 | 4,000.00 | 6,700.00 | 13,400.00 | 5,000.00 | 10,000.00 | 1,009.00 | 2,018.00 |
| 304-05 | lime treatment | 2,083.91 | Mg | 150.00 | 312,586.50 | 160.00 | 333,425.60 | 350.00 | 729,368.50 | 249.33 | 519,581.28 |
| 401-01 | aggregate surface course (net section) | 239.8 | cu m | 24.00 | 5,755.20 | 95.00 | 22,781.00 | 60.00 | 14,388.00 | 101.53 | 24,346.89 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
844 | cu m | 50.00 | 42,200.00 | 93.00 | 78,492.00 | 60.00 | 50,640.00 | 99.26 | 83,775.44 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,000.0 | cu m | 48.00 | 192,000.00 | 100.00 | 400,000.00 | 100.00 | 400,000.00 | 94.27 | 377,080.00 |
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 989.0 | ln m | 155.00 | 153,295.00 | 225.00 | 222,525.00 | 400.00 | 395,600.00 | 167.92 | 166,072.88 |
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 299.0 | ln m | 320.00 | 95,680.00 | 300.00 | 89,700.00 | 425.00 | 127,075.00 | 411.11 | 122,921.89 |
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 186.0 | ln m | 390.00 | 72,540.00 | 410.00 | 76,260.00 | 550.00 | 102,300.00 | 544.29 | 101,237.94 |
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 321.0 | ln m | 500.00 | 160,500.00 | 485.00 | 155,685.00 | 750.00 | 240,750.00 | 678.62 | 217,837.02 |
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 219.0 | ln m | 580.00 | 127,020.00 | 565.00 | 123,735.00 | 1,200.00 | 262,800.00 | 851.17 | 186,406.23 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 998.3 | ln m | 150.00 | 149,745.00 | 200.00 | 199,660.00 | 400.00 | 399,320.00 | 150.55 | 150,294.07 |
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 78.0 | ln m | 200.00 | 15,600.00 | 230.00 | 17,940.00 | 425.00 | 33,150.00 | 202.66 | 15,807.48 |
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 465.9 | ln m | 260.00 | 121,134.00 | 270.00 | 125,793.00 | 500.00 | 232,950.00 | 295.30 | 137,580.27 |
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 322.3 | ln m | 300.00 | 96,690.00 | 385.00 | 124,085.50 | 525.00 | 169,207.50 | 382.17 | 123,173.39 |
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 310.0 | ln m | 450.00 | 139,500.00 | 410.00 | 127,100.00 | 550.00 | 170,500.00 | 579.03 | 179,499.30 |
| 701-05-G | side drain pipe (450 mm) | 1,102.4 | ln m | 140.00 | 154,336.00 | 205.00 | 225,992.00 | 200.00 | 220,480.00 | 121.60 | 134,051.84 |
| 701-05-I | side drain pipe (600 mm) | 282.0 | ln m | 230.00 | 64,860.00 | 230.00 | 64,860.00 | 225.00 | 63,450.00 | 196.87 | 55,517.34 |
| 701-05-K | side drain pipe (750 mm) | 180.0 | ln m | 360.00 | 64,800.00 | 330.00 | 59,400.00 | 250.00 | 45,000.00 | 312.67 | 56,280.60 |
| 701-05-M | side drain pipe (900 mm) | 43.0 | ln m | 340.00 | 14,620.00 | 390.00 | 16,770.00 | 275.00 | 11,825.00 | 393.74 | 16,930.82 |
| 701-05-N | side drain pipe (1050 mm) | 102.0 | ln m | 420.00 | 42,840.00 | 410.00 | 41,820.00 | 475.00 | 48,450.00 | 544.29 | 55,517.58 |
| 701-05-O | side drain pipe (1200 mm) | 15.0 | ln m | 636.04 | 9,540.60 | 535.00 | 8,025.00 | 525.00 | 7,875.00 | 723.79 | 10,856.85 |
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 62.0 | ln m | 356.71 | 22,116.02 | 265.00 | 16,430.00 | 400.00 | 24,800.00 | 231.61 | 14,359.82 |
| 702-02-B | manholes (r-cb-11) | 6 | ea | 4,000.00 | 24,000.00 | 4,850.00 | 29,100.00 | 6,000.00 | 36,000.00 | 4,053.20 | 24,319.20 |
| 702-02-G | manholes (pc-01m) | 2 | ea | 4,600.00 | 9,200.00 | 6,250.00 | 12,500.00 | 6,000.00 | 12,000.00 | 5,211.00 | 10,422.00 |
| 702-03-A | catch basins (cb-01m) | 59 | ea | 1,400.00 | 82,600.00 | 4,170.00 | 246,030.00 | 5,000.00 | 295,000.00 | 3,243.00 | 191,337.00 |
| 702-03-B | catch basins (cb-02m) | 5 | ea | 3,400.00 | 17,000.00 | 5,700.00 | 28,500.00 | 6,000.00 | 30,000.00 | 4,053.00 | 20,265.00 |
| 702-03-C | catch basins (cb-06m) | 34 | ea | 4,000.00 | 136,000.00 | 4,600.00 | 156,400.00 | 7,300.00 | 248,200.00 | 4,053.00 | 137,802.00 |
| 702-03-F | catch basins (cb-08m) | 6 | ea | 8,000.00 | 48,000.00 | 7,100.00 | 42,600.00 | 8,500.00 | 51,000.00 | 6,948.00 | 41,688.00 |
| 702-07-B | cross drain safety end (type 2) | 5 | ea | 8,400.00 | 42,000.00 | 9,900.00 | 49,500.00 | 4,500.00 | 22,500.00 | 11,581.00 | 57,905.00 |
| 703-03 | perforated pipe underdrains | 1,822 | ln m | 37.00 | 67,414.00 | 56.00 | 102,032.00 | 42.00 | 76,524.00 | 125.79 | 229,189.38 |
| 705-01 | barbed wire fence | 10,982 | ln m | 18.00 | 197,676.00 | 15.25 | 167,475.50 | 20.00 | 219,640.00 | 19.40 | 213,050.80 |
| 705-02 | combination mesh & barbed wire fence | 1,000 | ln m | 20.00 | 20,000.00 | 16.00 | 16,000.00 | 22.00 | 22,000.00 | 22.92 | 22,920.00 |
| 705-03 | single swinging walk gates | 1 | ea | 55.00 | 55.00 | 250.00 | 250.00 | 60.00 | 60.00 | 591.00 | 591.00 |
| 705-04 | single swinging driveway gates | 7 | ea | 450.00 | 3,150.00 | 400.00 | 2,800.00 | 500.00 | 3,500.00 | 645.00 | 4,515.00 |
| 705-05 | double swinging driveway gates | 10 | dbgt | 620.00 | 6,200.00 | 500.00 | 5,000.00 | 700.00 | 7,000.00 | 699.00 | 6,990.00 |
| 705-09 | rebuilt fence | 29 | ln m | 85.00 | 2,465.00 | 210.00 | 6,090.00 | 90.00 | 2,610.00 | 176.00 | 5,104.00 |
| 706-02-C | concrete drive (150 mm thick) | 1,685.8 | sq m | 55.00 | 92,719.00 | 70.00 | 118,006.00 | 45.00 | 75,861.00 | 43.00 | 72,489.40 |
| 708-01 | right-of-way monument | 133 | ea | 300.00 | 39,900.00 | 80.00 | 10,640.00 | 120.00 | 15,960.00 | 102.00 | 13,566.00 |
| 708-02 | right-of-way monument witness post | 125 | ea | 300.00 | 37,500.00 | 85.00 | 10,625.00 | 120.00 | 15,000.00 | 102.00 | 12,750.00 |
| 709-01 | steel cattle guard | 15 | ea | 1,600.00 | 24,000.00 | 12,000.00 | 180,000.00 | 1,200.00 | 18,000.00 | 1,075.00 | 16,125.00 |
| 713-01 | temporary signs & barricades | lump | lump | 160,000.00 | 160,000.00 | 165,000.00 | 165,000.00 | 250,000.00 | 250,000.00 | 335,808.00 | 335,808.00 |
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
19.488 | km | 200.00 | 3,897.60 | 185.00 | 3,605.28 | 225.00 | 4,384.80 | 198.87 | 3,875.58 |
| 713-04-B-01 | temporary pvmt. markings (broken line)(100 mm w)(3.0 m l)(type i removable) |
3.710 | km | 2,200.00 | 8,162.00 | 2,000.00 | 7,420.00 | 2,500.00 | 9,275.00 | 2,189.70 | 8,123.79 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 21.343 | km | 400.00 | 8,537.20 | 370.00 | 7,896.91 | 450.00 | 9,604.35 | 397.74 | 8,488.96 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
3.710 | km | 9,000.00 | 33,390.00 | 8,100.00 | 30,051.00 | 10,000.00 | 37,100.00 | 8,707.22 | 32,303.79 |
| 716-01-A | mulch (vegetative) | 36.8 | hctr | 1,600.00 | 58,880.00 | 1,300.00 | 47,840.00 | 2,000.00 | 73,600.00 | 1,399.23 | 51,491.66 |
| 717-01 | seeding | 5,050 | kg | 14.00 | 70,700.00 | 14.00 | 70,700.00 | 16.00 | 80,800.00 | 13.99 | 70,649.50 |
| 718-01 | fertilizer | 168,334 | kg | 0.70 | 117,833.80 | 0.30 | 50,500.20 | 1.00 | 168,334.00 | 0.31 | 52,183.54 |
| 720-01-A | erosion control system, slope protection (type a) | 45,868 | sq m | 1.30 | 59,628.40 | 1.50 | 68,802.00 | 2.00 | 91,736.00 | 1.62 | 74,306.16 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 200 | sq m | 1.40 | 280.00 | 2.00 | 400.00 | 2.00 | 400.00 | 1.62 | 324.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 2,221 | sq m | 1.50 | 3,331.50 | 2.00 | 4,442.00 | 2.00 | 4,442.00 | 1.62 | 3,598.02 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 168 | sq m | 3.30 | 554.40 | 4.00 | 672.00 | 4.00 | 672.00 | 4.27 | 717.36 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 512 | sq m | 4.00 | 2,048.00 | 5.00 | 2,560.00 | 5.00 | 2,560.00 | 5.35 | 2,739.20 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 1,742 | sq m | 68.00 | 118,456.00 | 110.00 | 191,620.00 | 92.00 | 160,264.00 | 143.52 | 250,011.84 |
| 726-01 | bedding material | 3,392.8 | cu m | 70.00 | 237,496.00 | 95.00 | 322,316.00 | 90.00 | 305,352.00 | 104.64 | 355,022.59 |
| 727-01 | mobilization | lump | lump | 2,800,000.00 | 2,800,000.00 | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 2,700,000.00 | 2,700,000.00 |
| 729-16-C | object marker assembly (type 3) | 30 | ea | 75.00 | 2,250.00 | 70.00 | 2,100.00 | 85.00 | 2,550.00 | 75.00 | 2,250.00 |
| 729-19-B | dead end road installation (type b) | 1 | ea | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 1,075.00 | 1,075.00 |
| 731-02 | reflectorized raised pavement markers | 4,684 | ea | 5.25 | 24,591.00 | 4.75 | 22,249.00 | 6.00 | 28,104.00 | 5.00 | 23,420.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 779 | ln m | 3.00 | 2,337.00 | 2.85 | 2,220.15 | 3.00 | 2,337.00 | 2.84 | 2,212.36 |
| 732-01-E | plastic pavement striping (600 mm width) | 303 | ln m | 8.50 | 2,575.50 | 7.95 | 2,408.85 | 10.00 | 3,030.00 | 8.51 | 2,578.53 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 86.778 | km | 1,500.00 | 130,167.00 | 1,350.00 | 117,150.30 | 1,700.00 | 147,522.60 | 1,451.21 | 125,933.10 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 44 | ea | 165.00 | 7,260.00 | 150.00 | 6,600.00 | 180.00 | 7,920.00 | 161.25 | 7,095.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 19 | ea | 210.00 | 3,990.00 | 190.00 | 3,610.00 | 250.00 | 4,750.00 | 204.00 | 3,876.00 |
| 732-05 | removal of existing markings | 20.425 | km | 2,800.00 | 57,190.00 | 2,500.00 | 51,062.50 | 3,000.00 | 61,275.00 | 2,687.42 | 54,890.55 |
| 735-01 | mailboxes | 75 | ea | 5.00 | 375.00 | 1.00 | 75.00 | 20.00 | 1,500.00 | 1.00 | 75.00 |
| 735-02 | mailbox supports (single) | 71 | ea | 150.00 | 10,650.00 | 125.00 | 8,875.00 | 200.00 | 14,200.00 | 134.00 | 9,514.00 |
| 735-03 | mailbox supports (double) | 2 | ea | 175.00 | 350.00 | 155.00 | 310.00 | 600.00 | 1,200.00 | 167.00 | 334.00 |
| 735-04 | mailbox supports (multiple) | 2 | ea | 300.00 | 600.00 | 240.00 | 480.00 | 750.00 | 1,500.00 | 258.00 | 516.00 |
| 740-01 | construction layout | lump | lump | 350,000.00 | 350,000.00 | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 | 800,000.00 | 800,000.00 |
| 744-01 | traffic control management | lump | lump | 120,000.00 | 120,000.00 | 12,000.00 | 12,000.00 | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 100.87 | cu m | 950.00 | 95,826.50 | 2,000.00 | 201,740.00 | 1,300.00 | 131,131.00 | 1,389.66 | 140,175.00 |
| 805-12-A-01 | reinforced concrete box culverts (1200 x 900) (extension) |
167.00 | ln m | 790.00 | 131,930.00 | 900.00 | 150,300.00 | 1,500.00 | 250,500.00 | 1,389.67 | 232,074.89 |
| 805-12-B-01 | reinforced concrete box culverts (1500 x 900) (extension) |
112.50 | ln m | 900.00 | 101,250.00 | 1,100.00 | 123,750.00 | 1,600.00 | 180,000.00 | 1,505.47 | 169,365.38 |
| 805-12-E-01 | reinforced concrete box culverts (1200 x 1200) (extension) |
262.50 | ln m | 790.00 | 207,375.00 | 900.00 | 236,250.00 | 1,700.00 | 446,250.00 | 1,621.28 | 425,586.00 |
| 805-12-F-01 | reinforced concrete box culverts (1500 x 1200) (extension) |
52.00 | ln m | 920.00 | 47,840.00 | 1,000.00 | 52,000.00 | 1,800.00 | 93,600.00 | 1,737.09 | 90,328.68 |
| 805-12-I-01 | reinforced concrete box culverts (1500 x 1500) (extension) |
771.00 | ln m | 860.00 | 663,060.00 | 1,000.00 | 771,000.00 | 2,100.00 | 1,619,100.00 | 1,968.69 | 1,517,859.99 |
| 805-12-P-01 | reinforced concrete box culverts (2100 x 2100) (extension) |
24.00 | ln m | 1,400.00 | 33,600.00 | 2,000.00 | 48,000.00 | 3,000.00 | 72,000.00 | 2,547.73 | 61,145.52 |
| 805-12-Y-01 | reinforced concrete box culverts (600 x 600)(extension) | 92.00 | ln m | 550.00 | 50,600.00 | 700.00 | 64,400.00 | 1,000.00 | 92,000.00 | 694.83 | 63,924.36 |
| 805-12-Z-01 | reinforced concrete box culverts (900 x 600)(extension) | 63.00 | ln m | 650.00 | 40,950.00 | 700.00 | 44,100.00 | 1,200.00 | 75,600.00 | 810.64 | 51,070.32 |
| 805-12-Z-02 | reinforced concrete box culverts (900 x 900)(extension) | 19.00 | ln m | 750.00 | 14,250.00 | 800.00 | 15,200.00 | 1,300.00 | 24,700.00 | 1,042.25 | 19,802.75 |
| 806-01 | deformed reinforcing steel | 4,856 | kg | 2.32 | 11,265.92 | 1.60 | 7,769.60 | 6.00 | 29,136.00 | 3.47 | 16,850.32 |
| S-001 | plugging existing water wells | 1 | each | 5,600.00 | 5,600.00 | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 | 3,474.00 | 3,474.00 |
| S-002 | rumble strips (ground-in) | 39.0 | km | 400.00 | 15,600.00 | 310.00 | 12,090.00 | 500.00 | 19,500.00 | 456.70 | 17,811.30 |
| SUBTOTAL GENERAL | 13,017,134.04 | 14,254,075.34 | 19,949,205.25 | 17,739,751.23 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 2,153 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 65.00 | 139,945.00 | 0.00 | 0.00 |
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pccp or soil cement) |
17,230.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 16.00 | 275,680.00 | 0.00 | 0.00 |
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp)or(100 mm stone or recycled pccp on 150 mm soil cement) |
221,466.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 17.00 | 3,764,922.00 | 0.00 | 0.00 |
| 302-02-E-01 | class ii base course (155 mm thick)(stone or recycled pccp) |
17,230.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 16.00 | 275,680.00 | 0.00 | 0.00 |
| 302-02-F-01 | class ii base course (430 mm thick)(stone or recycled pccp)or(280 mm stone or recycled pccp on 150 mm soil cement) |
54,200.4 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 32.00 | 1,734,412.80 | 0.00 | 0.00 |
| 305-01-A | subgrade layer (300 mm thick)(soil cement) | 288,376 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 5.00 | 1,441,880.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 99,336.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 75.00 | 7,450,260.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
25,186.3 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 2,518,630.00 | 0.00 | 0.00 |
| 707-03 | combination concrete curb & gutter | 1,840.0 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | 55,200.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 42.729 | km | 0.00 | 0.00 | 0.00 | 0.00 | 500.00 | 21,364.50 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 17,677,974.30 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 2,153 | cu m | 90.00 | 193,770.00 | 185.00 | 398,305.00 | 0.00 | 0.00 | 105.76 | 227,701.28 |
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pccp or soil cement) |
17,230.0 | sq m | 9.50 | 163,685.00 | 15.50 | 267,065.00 | 0.00 | 0.00 | 6.66 | 114,751.80 |
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp)or(100 mm stone or recycled pccp on 150 mm soil cement) |
221,466.0 | sq m | 17.00 | 3,764,922.00 | 17.00 | 3,764,922.00 | 0.00 | 0.00 | 14.63 | 3,240,047.58 |
| 302-02-E-01 | class ii base course (155 mm thick)(stone or recycled pccp) |
17,230.0 | sq m | 16.50 | 284,295.00 | 15.00 | 258,450.00 | 0.00 | 0.00 | 12.35 | 212,790.50 |
| 302-02-F-01 | class ii base course (430 mm thick)(stone or recycled pccp)or(280 mm stone or recycled pccp on 150 mm soil cement) |
54,200.4 | sq m | 31.00 | 1,680,212.40 | 39.00 | 2,113,815.60 | 0.00 | 0.00 | 29.22 | 1,583,735.69 |
| 305-01-A | subgrade layer (300 mm thick)(soil cement) | 288,376 | sq m | 6.50 | 1,874,444.00 | 7.25 | 2,090,726.00 | 0.00 | 0.00 | 7.72 | 2,226,262.72 |
| 502-01 | superpave asphaltic concrete | 6,829.9 | Mg | 70.00 | 478,093.00 | 125.00 | 853,737.50 | 0.00 | 0.00 | 118.49 | 809,274.85 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
982.2 | Mg | 87.00 | 85,451.40 | 160.00 | 157,152.00 | 0.00 | 0.00 | 118.49 | 116,380.88 |
| 601-01-U | portland cement concrete pavement (230 mm thick) | 175,820.2 | sq m | 41.00 | 7,208,628.20 | 47.00 | 8,263,549.40 | 0.00 | 0.00 | 42.00 | 7,384,448.40 |
| 601-02-U | portland cement concrete pavement (230 mm thick) (crossovers & turnouts) |
40,114.0 | sq m | 48.00 | 1,925,472.00 | 56.00 | 2,246,384.00 | 0.00 | 0.00 | 50.00 | 2,005,700.00 |
| 601-04 | portland cement concrete pavement coring | 50 | ea | 115.00 | 5,750.00 | 95.00 | 4,750.00 | 0.00 | 0.00 | 134.00 | 6,700.00 |
| 707-01 | concrete curb | 1,840.0 | ln m | 10.00 | 18,400.00 | 4.00 | 7,360.00 | 0.00 | 0.00 | 13.22 | 24,324.80 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 21.364 | km | 480.00 | 10,254.72 | 435.00 | 9,293.34 | 0.00 | 0.00 | 464.39 | 9,921.23 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
21.364 | km | 2,500.00 | 53,410.00 | 2,300.00 | 49,137.20 | 0.00 | 0.00 | 2,472.42 | 52,820.78 |
| SUBTOTAL ALT A2 | 17,746,787.72 | 20,484,647.04 | 18,014,860.51 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 30,763,921.76 | 34,738,722.38 | 37,627,179.55 | IRREGULAR | |||||||
| Number of Days Bid at $1,000 per day. | 685 | 685,000.00 | 765 | 765,000.00 | 825 | 825,000.00 | 825 | 825,000.00 | |||
| TOTAL BID | 31,448,921.76 | 35,503,722.38 | 38,452,179.55 | IRREGULAR | |||||||