| |||
| Lead Project: 025-02-0032 | |||
| Parish: SABINE | |||
| Routes: US 171, LA 6 | |||
| Description: STATE ROUTE IN MANY | |||
| Type Const:
grading, drain struct, cold planing asph pvmt, lime trmt, class ii bc, superpave acp and overlay, pccp, concrete slab span bridges,traffic signalization & related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $15,763,631.00 |
| 2 | 00568 | MERRICK CONSTRUCTION CO. | $16,984,908.35 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $17,903,822.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - MERRICK CONSTRUCTION CO. |
- 3 - 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 | 400,000.00 | 400,000.00 | 900,000.00 | 900,000.00 | 565,000.00 | 565,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 20,000.00 | 20,000.00 | 257,000.00 | 257,000.00 | 30,000.00 | 30,000.00 | ||
| 202-02-A | removal of bridges | 1 | each | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 4,651 | sq m | 4.00 | 18,604.00 | 5.00 | 23,255.00 | 6.00 | 27,906.00 | ||
| 202-02-D | removal of concrete walks and drives | 13,341 | sq m | 3.50 | 46,693.50 | 3.00 | 40,023.00 | 4.00 | 53,364.00 | ||
| 202-02-F | removal of concrete combination curb and gutter | 672.3 | ln m | 10.00 | 6,723.00 | 3.50 | 2,353.05 | 5.00 | 3,361.50 | ||
| 202-02-G | removal of surfacing and stabilized base | 23,091.4 | sq m | 3.00 | 69,274.20 | 4.00 | 92,365.60 | 3.00 | 69,274.20 | ||
| 202-02-H | removal of guard rail | 165 | ln m | 15.00 | 2,475.00 | 7.00 | 1,155.00 | 10.00 | 1,650.00 | ||
| 202-02-01 | removal of 4.7 m x 9.2 m building (rt. of sta. 2+005) (contains non- friable asbestos) |
1 | each | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 500.00 | 500.00 | ||
| 202-02-02 | removal of 5.3 m x 12.2 m wood residence (rt. of sta. 3+272) |
1 | each | 2,500.00 | 2,500.00 | 500.00 | 500.00 | 500.00 | 500.00 | ||
| 202-02-03 | removal of 7.0 m x 8.6 m wood residence (lt. of sta. 3+305) |
1 | each | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||
| 202-02-04 | removal of 21.2 m x 24.6 m wood and block building (rt. of sta. 3+739) (contains non-friable asbestos) |
1 | each | 2,500.00 | 2,500.00 | FREE | FREE | 500.00 | 500.00 | ||
| 202-02-05 | removal of 34.2 m x 50.3 m metal building (lt. of sta. 4+014) |
1 | each | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-06 | removal of 36.6 m x 41.6 m metal building (lt. of sta. 4+071) |
1 | each | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-07 | removal of 13.5 m x 81.5 m metal building (lt. of sta. 4+125)(contains non-friable asbestos) |
1 | each | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-08 | removal of 18.3 m x 30.5 m metal building (lt. of sta. 4+343) |
1 | each | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-09 | removal of 15.4 m x 44.8 m metal building (rt. of sta. 4+711) |
1 | each | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | ||
| 202-02-10 | removal of 9.4 m x 12.9 m wood residence (rt. of sta. 4+757)(contains non-friable asbestos) |
1 | each | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 500.00 | 500.00 | ||
| 202-02-11 | removal of 3.2 m x 6.2 m wood shed (rt. of sta. 4+786) | 1 | each | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 100.00 | 100.00 | ||
| 202-02-12 | removal of 2.5 m x 3.7 m metal shed (lt. of sta. 4+788) | 1 | each | 500.00 | 500.00 | FREE | FREE | 100.00 | 100.00 | ||
| 202-02-13 | removal of 9.0 m x 17.4 m wood residence (lt. of sta. 4+799)(contains non-friable asbestos) |
1 | each | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 500.00 | 500.00 | ||
| 202-02-14 | removal of 8.1 m x 17.7 m wood residence (rt. of sta. 4+802)(contains non-friable asbestos) |
1 | each | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 500.00 | 500.00 | ||
| 202-02-15 | removal of 8.6 m x 14.8 m wood residence (rt. of sta. 4+840)(contains non-friable asbestos) |
1 | each | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 100.00 | 100.00 | ||
| 202-02-16 | removal of 2.6 m x 3.6 m metal shed (lt. of sta. 4+850) | 1 | each | 1,000.00 | 1,000.00 | FREE | FREE | 100.00 | 100.00 | ||
| 202-02-17 | removal of 3.5 m x 5.2 m metal shed (rt. of sta. 4+949) | 1 | each | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 100.00 | 100.00 | ||
| 202-02-18 | removal of 12.3 m x 18.6 m metal building (rt. of sta. 4+956)(contains non-friable asbestos) |
1 | each | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 700.00 | 700.00 | ||
| 202-02-19 | removal of 2.5 m x 2.4 m brick shed (lt. of sta. 4+961) | 1 | each | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 100.00 | 100.00 | ||
| 202-02-20 | removal of 8.2 m x 11.0 m brick residence (lt. of sta. 4+975) |
1 | each | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 500.00 | 500.00 | ||
| 202-02-21 | removal of 6.6 m x 10.2 metal building (rt. of sta. 4+978) |
1 | each | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 100.00 | 100.00 | ||
| 202-02-22 | removal of 4200 liter underground fuel tanks (rt. of sta. 4+890) |
2 | each | 5,500.00 | 11,000.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | ||
| 202-04 | excavation, disposal and backfilling of overburden | 30 | cu m | 225.00 | 6,750.00 | 200.00 | 6,000.00 | 200.00 | 6,000.00 | ||
| 202-06 | removal and disposal of contaminated fluid | 2,250 | l | 1.00 | 2,250.00 | 0.40 | 900.00 | 1.00 | 2,250.00 | ||
| 203-01 | general excavation | 38,155 | cu m | 8.00 | 305,240.00 | 1.00 | 38,155.00 | 6.00 | 228,930.00 | ||
| 203-02 | drainage excavation | 7,801 | cu m | 6.00 | 46,806.00 | 1.00 | 7,801.00 | 6.00 | 46,806.00 | ||
| 203-04 | embankment | 131,254 | cu m | 12.00 | 1,575,048.00 | 9.00 | 1,181,286.00 | 7.00 | 918,778.00 | ||
| 203-05 | nonplastic embankment (stone) | 1,926 | cu m | 75.00 | 144,450.00 | 70.00 | 134,820.00 | 60.00 | 115,560.00 | ||
| 204-02 | temporary hay or straw bales | 650 | each | 15.00 | 9,750.00 | 3.00 | 1,950.00 | 7.00 | 4,550.00 | ||
| 204-03 | temporary slope drains | 472 | ln m | 5.00 | 2,360.00 | 3.00 | 1,416.00 | 3.00 | 1,416.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 25 | each | 200.00 | 5,000.00 | 15.00 | 375.00 | 100.00 | 2,500.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 14 | each | 500.00 | 7,000.00 | 30.00 | 420.00 | 300.00 | 4,200.00 | ||
| 204-06 | temporary silt fencing | 6,724 | ln m | 6.00 | 40,344.00 | 1.00 | 6,724.00 | 4.00 | 26,896.00 | ||
| 204-07 | temporary stone construction entrance | 10 | ea | 1,000.00 | 10,000.00 | 100.00 | 1,000.00 | 500.00 | 5,000.00 | ||
| 302-02-B | class ii base course (220 mm thick)(stone) | 1,159.9 | sq m | 20.00 | 23,198.00 | 20.00 | 23,198.00 | 19.00 | 22,038.10 | ||
| 302-02-E | class ii base course (325 mm thick)(stone) | 82,514.2 | sq m | 20.00 | 1,650,284.00 | 26.00 | 2,145,369.20 | 26.00 | 2,145,369.20 | ||
| 302-02-F | class ii base course (290 mm thick)(stone) | 3,049.5 | sq m | 25.00 | 76,237.50 | 25.00 | 76,237.50 | 23.00 | 70,138.50 | ||
| 302-02-G | class ii base course (200 mm thick)(stone) | 7,138.3 | sq m | 18.00 | 128,489.40 | 18.00 | 128,489.40 | 17.00 | 121,351.10 | ||
| 304-01 | lime | 436.97 | Mg | 100.00 | 43,697.00 | 50.00 | 21,848.50 | 125.00 | 54,621.25 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 28,900 | sq m | 1.00 | 28,900.00 | 0.25 | 7,225.00 | 2.00 | 57,800.00 | ||
| 401-01 | aggregate surface course (net section) | 52.4 | cu m | 70.00 | 3,668.00 | 70.00 | 3,668.00 | 34.00 | 1,781.60 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,500.0 | cu m | 30.00 | 165,000.00 | 25.00 | 137,500.00 | 58.00 | 319,000.00 | ||
| 502-01 | superpave asphaltic concrete | 6,640.6 | Mg | 60.00 | 398,436.00 | 75.00 | 498,045.00 | 83.00 | 551,169.80 | ||
| 509-01 | cold planing asphaltic pavement | 20,007 | sq m | 2.00 | 40,014.00 | 2.00 | 40,014.00 | 2.00 | 40,014.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,001 | cu m | 1.00 | - 1,001.00 | 1.00 | - 1,001.00 | 0.01 | - 10.01 | ||
| 601-01-K | portland cement concrete pavement (250 mm thick) | 70,725.1 | sq m | 45.50 | 3,217,992.05 | 44.00 | 3,111,904.40 | 55.00 | 3,889,880.50 | ||
| 601-02-K | portland cement concrete pavement (250 mm thick) (crossovers and turnouts) |
5,863.1 | sq m | 55.00 | 322,470.50 | 53.00 | 310,744.30 | 60.00 | 351,786.00 | ||
| 601-04 | portland cement concrete pavement coring | 95 | each | 100.00 | 9,500.00 | 100.00 | 9,500.00 | 150.00 | 14,250.00 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 121.8 | ln m | 260.00 | 31,668.00 | 250.00 | 30,450.00 | 400.00 | 48,720.00 | ||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 381.0 | ln m | 375.00 | 142,875.00 | 300.00 | 114,300.00 | 450.00 | 171,450.00 | ||
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 170.0 | ln m | 650.00 | 110,500.00 | 600.00 | 102,000.00 | 730.00 | 124,100.00 | ||
| 701-01-S | cross drain pipe (1800 mm rcp/pcp) | 146.1 | ln m | 950.00 | 138,795.00 | 900.00 | 131,490.00 | 900.00 | 131,490.00 | ||
| 701-03-C | storm drain pipe (200 mm rcp/pcp) | 150.0 | ln m | 60.00 | 9,000.00 | 40.00 | 6,000.00 | 150.00 | 22,500.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 2,278.3 | ln m | 85.00 | 193,655.50 | 60.00 | 136,698.00 | 200.00 | 455,660.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 924.5 | ln m | 110.00 | 101,695.00 | 80.00 | 73,960.00 | 210.00 | 194,145.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 597.2 | ln m | 150.00 | 89,580.00 | 150.00 | 89,580.00 | 250.00 | 149,300.00 | ||
| 701-03-I/K-01 | storm drain pipe (600 mm pcp or 750 mm cmp)(outfall) | 54.0 | ln m | 170.00 | 9,180.00 | 200.00 | 10,800.00 | 280.00 | 15,120.00 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 208.7 | ln m | 185.00 | 38,609.50 | 230.00 | 48,001.00 | 300.00 | 62,610.00 | ||
| 701-03-K/M-01 | storm drain pipe (750 mm pcp or 900 mm cmp)(outfall) | 21.2 | ln m | 210.00 | 4,452.00 | 250.00 | 5,300.00 | 320.00 | 6,784.00 | ||
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 192.3 | ln m | 290.00 | 55,767.00 | 250.00 | 48,075.00 | 400.00 | 76,920.00 | ||
| 701-03-Q | storm drain pipe (1500 mm rcp/pcp) | 69.0 | ln m | 650.00 | 44,850.00 | 550.00 | 37,950.00 | 680.00 | 46,920.00 | ||
| 701-04-B | storm drain pipe arch (450 mm equiv. rcpa) | 24.2 | ln m | 165.00 | 3,993.00 | 150.00 | 3,630.00 | 300.00 | 7,260.00 | ||
| 701-04-D | storm drain pipe arch (600 mm equiv. rcpa) | 34.3 | ln m | 235.00 | 8,060.50 | 200.00 | 6,860.00 | 360.00 | 12,348.00 | ||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 25.8 | ln m | 300.00 | 7,740.00 | 220.00 | 5,676.00 | 370.00 | 9,546.00 | ||
| 701-04-F | storm drain pipe arch (900 mm equiv. rcpa) | 77.5 | ln m | 400.00 | 31,000.00 | 250.00 | 19,375.00 | 450.00 | 34,875.00 | ||
| 701-05-G | side drain pipe (450 mm) | 70.7 | ln m | 150.00 | 10,605.00 | 100.00 | 7,070.00 | 110.00 | 7,777.00 | ||
| 701-05-I | side drain pipe (600 mm) | 15.0 | ln m | 150.00 | 2,250.00 | 130.00 | 1,950.00 | 150.00 | 2,250.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 60.0 | ln m | 200.00 | 12,000.00 | 150.00 | 9,000.00 | 160.00 | 9,600.00 | ||
| 701-05-K | side drain pipe (750 mm) | 19.0 | ln m | 210.00 | 3,990.00 | 180.00 | 3,420.00 | 200.00 | 3,800.00 | ||
| 701-05-K-01 | side drain pipe (750 mm)(erosion) | 12.0 | ln m | 210.00 | 2,520.00 | 200.00 | 2,400.00 | 210.00 | 2,520.00 | ||
| 702-02-F | manholes (mh-01m) | 17 | ea | 3,200.00 | 54,400.00 | 3,000.00 | 51,000.00 | 10,000.00 | 170,000.00 | ||
| 702-03-A | catch basins (cb-01m) | 8 | ea | 1,900.00 | 15,200.00 | 2,000.00 | 16,000.00 | 2,700.00 | 21,600.00 | ||
| 702-03-B | catch basins (cb-02m) | 4 | ea | 3,600.00 | 14,400.00 | 4,000.00 | 16,000.00 | 3,500.00 | 14,000.00 | ||
| 702-03-C | catch basins (cb-06m) | 122 | ea | 2,600.00 | 317,200.00 | 3,000.00 | 366,000.00 | 3,600.00 | 439,200.00 | ||
| 702-03-D | catch basins (cb-07m) | 15 | ea | 4,000.00 | 60,000.00 | 4,000.00 | 60,000.00 | 4,200.00 | 63,000.00 | ||
| 702-03-E | catch basins (cb-03m) | 62 | ea | 1,700.00 | 105,400.00 | 2,000.00 | 124,000.00 | 1,200.00 | 74,400.00 | ||
| 702-03-F | catch basins (cb-08m) | 41 | ea | 7,000.00 | 287,000.00 | 5,000.00 | 205,000.00 | 6,500.00 | 266,500.00 | ||
| 702-03-F-01 | catch basins (cb-sd-08m) | 2 | ea | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 12,500.00 | 25,000.00 | ||
| 702-04-A | adjusting manholes | 9 | ea | 500.00 | 4,500.00 | 200.00 | 1,800.00 | 1,000.00 | 9,000.00 | ||
| 702-04-B | adjusting catch basins | 5 | ea | 2,500.00 | 12,500.00 | 200.00 | 1,000.00 | 2,000.00 | 10,000.00 | ||
| 702-05-A | cross drain end treatment (toe wall)(3-900 mm) | 2 | ea | 2,100.00 | 4,200.00 | 3,000.00 | 6,000.00 | 1,500.00 | 3,000.00 | ||
| 702-05-B | cross drain end treatment (toe wall)(3-1050 mm) | 4 | ea | 2,400.00 | 9,600.00 | 3,500.00 | 14,000.00 | 2,400.00 | 9,600.00 | ||
| 702-05-C | cross drain end treatment (toe wall)(2-1500 mm) | 3 | ea | 3,700.00 | 11,100.00 | 5,000.00 | 15,000.00 | 3,500.00 | 10,500.00 | ||
| 702-05-D | cross drain end treatment (toe wall)(3-1800 mm) | 2 | ea | 5,200.00 | 10,400.00 | 7,000.00 | 14,000.00 | 2,000.00 | 4,000.00 | ||
| 703-01 | shoulder underdrain systems | 6,088 | ln m | 20.00 | 121,760.00 | 20.00 | 121,760.00 | 30.00 | 182,640.00 | ||
| 704-03 | blocked out guard rail | 634.29 | ln m | 55.00 | 34,885.95 | 55.00 | 34,885.95 | 54.00 | 34,251.66 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 91.44 | ln m | 150.00 | 13,716.00 | 150.00 | 13,716.00 | 150.00 | 13,716.00 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,000.00 | 16,000.00 | 1,800.00 | 14,400.00 | 1,700.00 | 13,600.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 1 | ea | 2,500.00 | 2,500.00 | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 | ||
| 704-11-C | guard rail end treatment (bi-directional) | 3 | ea | 4,600.00 | 13,800.00 | 4,300.00 | 12,900.00 | 4,000.00 | 12,000.00 | ||
| 705-01 | barbed wire fence | 974 | ln m | 18.00 | 17,532.00 | 10.00 | 9,740.00 | 15.00 | 14,610.00 | ||
| 705-02 | combination mesh & barbed wire fence | 338 | ln m | 18.00 | 6,084.00 | 12.00 | 4,056.00 | 17.00 | 5,746.00 | ||
| 705-05 | double swinging driveway gates | 2 | dbgt | 550.00 | 1,100.00 | 300.00 | 600.00 | 550.00 | 1,100.00 | ||
| 705-06-C | chain link fence (1800 mm height) | 105 | ln m | 60.00 | 6,300.00 | 40.00 | 4,200.00 | 80.00 | 8,400.00 | ||
| 705-06-D | chain link fence (2100 mm height) | 79 | ln m | 70.00 | 5,530.00 | 50.00 | 3,950.00 | 100.00 | 7,900.00 | ||
| 705-08-C | 3.85 m double gates for chain link fence (1800 mm height) |
1 | dbgt | 1,200.00 | 1,200.00 | 500.00 | 500.00 | 1,200.00 | 1,200.00 | ||
| 705-09 | rebuilt fence | 55 | ln m | 75.00 | 4,125.00 | 20.00 | 1,100.00 | 100.00 | 5,500.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 66.5 | sq m | 50.00 | 3,325.00 | 30.00 | 1,995.00 | 36.00 | 2,394.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 6,528.2 | sq m | 36.00 | 235,015.20 | 30.00 | 195,846.00 | 40.00 | 261,128.00 | ||
| 707-01 | concrete curb | 6,418.7 | ln m | 12.00 | 77,024.40 | 15.00 | 96,280.50 | 25.00 | 160,467.50 | ||
| 707-03 | combination concrete curb & gutter | 422.9 | ln m | 50.00 | 21,145.00 | 60.00 | 25,374.00 | 60.00 | 25,374.00 | ||
| 708-01 | right-of-way monument | 118 | ea | 250.00 | 29,500.00 | 15.00 | 1,770.00 | 100.00 | 11,800.00 | ||
| 708-02 | right-of-way monument witness post | 11 | ea | 250.00 | 2,750.00 | 20.00 | 220.00 | 100.00 | 1,100.00 | ||
| 712-04 | flexible revetment | 4,537 | sq m | 40.00 | 181,480.00 | 35.00 | 158,795.00 | 40.00 | 181,480.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 85,000.00 | 85,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | ||
| 713-04-A-01 | temporary pavement markings (broken line)(100 mm width) (1.2 m length) (type i removable) |
3.638 | km | 1,100.00 | 4,001.80 | 300.00 | 1,091.40 | 6,500.00 | 23,647.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 6.154 | km | 325.00 | 2,000.05 | 300.00 | 1,846.20 | 700.00 | 4,307.80 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
39.164 | km | 6,000.00 | 234,984.00 | 6,000.00 | 234,984.00 | 6,500.00 | 254,566.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
26 | ea | 300.00 | 7,800.00 | 200.00 | 5,200.00 | 350.00 | 9,100.00 | ||
| 716-01-A | mulch (vegetative) | 6.1 | hctr | 1,500.00 | 9,150.00 | 1,000.00 | 6,100.00 | 1,200.00 | 7,320.00 | ||
| 717-01 | seeding | 442 | kg | 15.00 | 6,630.00 | 15.00 | 6,630.00 | 15.00 | 6,630.00 | ||
| 718-01 | fertilizer | 14,558 | kg | 0.65 | 9,462.70 | 0.50 | 7,279.00 | 0.50 | 7,279.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 3,504 | sq m | 1.35 | 4,730.40 | 1.00 | 3,504.00 | 1.20 | 4,204.80 | ||
| 722-02 | project site laboratory (equipped) | 1 | ea | 20,000.00 | 20,000.00 | 4,500.00 | 4,500.00 | 20,000.00 | 20,000.00 | ||
| 724-01-B | pavement patching (300 mm minimum thickness) | 170 | sq m | 115.00 | 19,550.00 | 50.00 | 8,500.00 | 150.00 | 25,500.00 | ||
| 725-02 | temporary detour roads | 2,941.3 | sq m | 50.00 | 147,065.00 | 20.00 | 58,826.00 | 50.00 | 147,065.00 | ||
| 726-01 | bedding material | 2,864.8 | cu m | 50.00 | 143,240.00 | 30.00 | 85,944.00 | 75.00 | 214,860.00 | ||
| 727-01 | mobilization | lump | lump | 1,300,000.00 | 1,300,000.00 | 1,700,000.00 | 1,700,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 729-01-A | sign (type a)(r10-10) | 0.96 | sq m | 550.00 | 528.00 | 500.00 | 480.00 | 500.00 | 480.00 | ||
| 729-01-B | sign (type a)(r10-12) | 0.96 | sq m | 550.00 | 528.00 | 500.00 | 480.00 | 500.00 | 480.00 | ||
| 729-01-C | sign (type a)(w3-2a) | 3.24 | sq m | 850.00 | 2,754.00 | 500.00 | 1,620.00 | 700.00 | 2,268.00 | ||
| 729-16-A | object marker assembly (type 1) | 18 | ea | 95.00 | 1,710.00 | 65.00 | 1,170.00 | 75.00 | 1,350.00 | ||
| 729-19-B | dead end road installation (type b) | 2 | ea | 1,300.00 | 2,600.00 | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,656 | ea | 5.50 | 14,608.00 | 5.00 | 13,280.00 | 5.00 | 13,280.00 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 497 | ln m | 3.00 | 1,491.00 | 2.50 | 1,242.50 | 2.60 | 1,292.20 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 272 | ln m | 9.00 | 2,448.00 | 8.00 | 2,176.00 | 10.00 | 2,720.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 30.847 | km | 1,300.00 | 40,101.10 | 1,200.00 | 37,016.40 | 1,300.00 | 40,101.10 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.284 | km | 550.00 | 706.20 | 500.00 | 642.00 | 500.00 | 642.00 | ||
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (type v preformed) |
12.767 | km | 2,500.00 | 31,917.50 | 2,200.00 | 28,087.40 | 2,200.00 | 28,087.40 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 66 | ea | 150.00 | 9,900.00 | 135.00 | 8,910.00 | 130.00 | 8,580.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 19 | ea | 180.00 | 3,420.00 | 155.00 | 2,945.00 | 150.00 | 2,850.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | ea | 500.00 | 500.00 | 440.00 | 440.00 | 500.00 | 500.00 | ||
| 732-05 | removal of existing markings | 5.025 | km | 1,800.00 | 9,045.00 | 1,700.00 | 8,542.50 | 2,000.00 | 10,050.00 | ||
| 736-01 | trenching and backfilling | 174 | ln m | 11.00 | 1,914.00 | 10.00 | 1,740.00 | 10.00 | 1,740.00 | ||
| 736-04-A | signal support (9.1 m galvanized steel strain pole) | 4 | ea | 7,000.00 | 28,000.00 | 6,300.00 | 25,200.00 | 6,500.00 | 26,000.00 | ||
| 736-05-A | signal heads (3-section 12")(ryg) | 8 | ea | 800.00 | 6,400.00 | 700.00 | 5,600.00 | 750.00 | 6,000.00 | ||
| 736-05-B | signal heads (3-section 12")(r lty ltg) | 2 | ea | 800.00 | 1,600.00 | 750.00 | 1,500.00 | 750.00 | 1,500.00 | ||
| 736-05-C | signal heads (5-section 12")(ryg lty ltg) | 2 | ea | 1,300.00 | 2,600.00 | 1,100.00 | 2,200.00 | 1,200.00 | 2,400.00 | ||
| 736-06 | signal service | 1 | ea | 1,000.00 | 1,000.00 | 900.00 | 900.00 | 1,000.00 | 1,000.00 | ||
| 736-08 | signal controller | 1 | ea | 14,000.00 | 14,000.00 | 13,000.00 | 13,000.00 | 14,000.00 | 14,000.00 | ||
| 736-09 | loop detector | 338 | ln m | 45.00 | 15,210.00 | 40.00 | 13,520.00 | 42.00 | 14,196.00 | ||
| 736-10-A | underground junction box (type d) | 4 | ea | 300.00 | 1,200.00 | 275.00 | 1,100.00 | 300.00 | 1,200.00 | ||
| 736-10-B | underground junction box (type e) | 2 | ea | 450.00 | 900.00 | 425.00 | 850.00 | 450.00 | 900.00 | ||
| 736-10-C | underground junction box (type h) | 1 | ea | 1,700.00 | 1,700.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | ||
| 736-11-A | conduit (12.7 mm rigid) | 33 | ln m | 6.50 | 214.50 | 6.00 | 198.00 | 7.00 | 231.00 | ||
| 736-11-B | conduit (25.4 mm pec) | 5 | ln m | 9.00 | 45.00 | 8.00 | 40.00 | 9.00 | 45.00 | ||
| 736-11-C | conduit (50.8 mm pec) | 133 | ln m | 11.00 | 1,463.00 | 10.00 | 1,330.00 | 11.00 | 1,463.00 | ||
| 736-11-D | conduit (76.2 mm pec) | 20 | ln m | 18.00 | 360.00 | 16.00 | 320.00 | 17.00 | 340.00 | ||
| 736-12-A | conductor (loop lead-in)(#14 awg shielded) | 250 | ln m | 3.50 | 875.00 | 3.00 | 750.00 | 4.00 | 1,000.00 | ||
| 736-12-B | conductor (power)(#6 awg) | 5 | ln m | 12.00 | 60.00 | 10.00 | 50.00 | 11.00 | 55.00 | ||
| 736-12-C | conductor (signal)(#14 awg) | 46 | ln m | 5.50 | 253.00 | 5.00 | 230.00 | 6.00 | 276.00 | ||
| 740-01 | construction layout | lump | lump | 160,000.00 | 160,000.00 | 390,000.00 | 390,000.00 | 100,000.00 | 100,000.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 56 | ea | 300.00 | 16,800.00 | 150.00 | 8,400.00 | 800.00 | 44,800.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 280 | ln m | 60.00 | 16,800.00 | 4.00 | 1,120.00 | 50.00 | 14,000.00 | ||
| 744-01 | traffic control management | lump | lump | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 2,000.00 | 2,000.00 | ||
| 803-03 | steel sheet pile wall | 336.0 | sq m | 160.00 | 53,760.00 | 2,000.00 | 672,000.00 | 500.00 | 168,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 1,198.8 | ln m | 95.00 | 113,886.00 | 115.00 | 137,862.00 | 140.00 | 167,832.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 848.0 | ln m | 100.00 | 84,800.00 | 130.00 | 110,240.00 | 165.00 | 139,920.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 1,793.6 | ln m | 130.00 | 233,168.00 | 155.00 | 278,008.00 | 180.00 | 322,848.00 | ||
| 804-05 | precast concrete test piles | 1 | ea | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | ||
| 804-09 | loading test piles | 1 | ea | 2,500.00 | 2,500.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 804-10 | reloading test piles | 1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 804-11 | redriving test piles | 1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||
| 805-01-F | class a concrete (bents) | 213.71 | cu m | 625.00 | 133,568.75 | 435.00 | 92,963.85 | 650.00 | 138,911.50 | ||
| 805-03 | class aa concrete | 912.70 | cu m | 500.00 | 456,350.00 | 410.00 | 374,207.00 | 550.00 | 501,985.00 | ||
| 806-01 | deformed reinforcing steel | 111,613 | kg | 1.60 | 178,580.80 | 0.80 | 89,290.40 | 1.80 | 200,903.40 | ||
| 810-01 | concrete railing (barrier) | 396.00 | ln m | 150.00 | 59,400.00 | 175.00 | 69,300.00 | 145.00 | 57,420.00 | ||
| 813-01 | concrete approach slabs | 1,411.14 | sq m | 150.00 | 211,671.00 | 95.00 | 134,058.30 | 160.00 | 225,782.40 | ||
| S-001 | plugging existing water wells | 1 | ea | 3,000.00 | 3,000.00 | 1,500.00 | 1,500.00 | 3,100.00 | 3,100.00 | ||
| S-002 | rumble strips (ground in) | 2.9 | km | 1,300.00 | 3,770.00 | 1,200.00 | 3,480.00 | 1,200.00 | 3,480.00 | ||
| S-101 | impact attenuators (construction zone) | 4 | ea | 18,500.00 | 74,000.00 | 20,000.00 | 80,000.00 | 20,000.00 | 80,000.00 | ||
| CONTRACTOR TOTAL | 15,763,631.00 | 16,984,908.35 | 17,903,822.50 | ||||||||