| READV |
| ||
| Lead Project: 015-04-0039 | |||
| Parish: GRANT, LASALLE | |||
| Routes: US 165 | |||
| Description: GEORGETOWN- TULLOS | |||
| Type Const:
drain struct, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges, prestressed concrete girder bridges and related work | |||
| Estimated Construction Cost: $43,652,436.84 | |||
| Maximum Number of Days Allowed for Construction: 800 | |||
| Calculated Daily User Cost: $3,200.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $45,976,400.71 | 800 | $1,643,900.00 | $50,180,300.71 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $46,278,679.79 | 800 | $1,643,900.00 | $50,482,579.79 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $47,622,923.01 | 800 | $688,300.00 | $50,871,223.01 |
| 4 | 39462 | DENTON-JAMES LLC | $50,477,978.97 | 800 | $688,300.00 | $53,726,278.97 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - DENTON-JAMES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 600,000.00 | 600,000.00 | 500,000.00 | 500,000.00 | 1,500,000.00 | 1,500,000.00 | 1,400,000.00 | 1,400,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 | 400,000.00 | 400,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 13+339.40; 1524 m x 1219 m x 26.78 m) |
1 | ea | 10,000.00 | 10,000.00 | 9,000.00 | 9,000.00 | 1,720.00 | 1,720.00 | 6,000.00 | 6,000.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 14+772.41; 1829 m x 1829 m x 27.34 m) |
1 | ea | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 1,760.00 | 1,760.00 | 9,000.00 | 9,000.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 17+669.95; 1219 m x 1219 m x 36.98 m) |
1 | ea | 8,000.00 | 8,000.00 | 6,500.00 | 6,500.00 | 2,365.00 | 2,365.00 | 7,000.00 | 7,000.00 |
| 202-02-B-04 | removal of concrete box culverts (sta. 19+339.61; 1219 m x 1219 m x 228.2 m) |
1 | ea | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 14,650.00 | 14,650.00 | 6,000.00 | 6,000.00 |
| 202-02-B-05 | removal of concrete box culverts (sta. 19+496.63; 1524 m x 1524 m x 29.70 m) |
1 | ea | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 | 1,900.00 | 1,900.00 | 7,000.00 | 7,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 23,060 | sq m | 7.50 | 172,950.00 | 11.00 | 253,660.00 | 2.00 | 46,120.00 | 8.00 | 184,480.00 |
| 202-02-D | removal of concrete walks & drives | 875 | sq m | 11.00 | 9,625.00 | 8.00 | 7,000.00 | 3.45 | 3,018.75 | 12.00 | 10,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 30,904.3 | sq m | 5.50 | 169,973.65 | 3.50 | 108,165.05 | 2.00 | 61,808.60 | 5.00 | 154,521.50 |
| 202-02-H | removal of guard rail | 259 | ln m | 14.00 | 3,626.00 | 17.50 | 4,532.50 | 12.50 | 3,237.50 | 12.00 | 3,108.00 |
| 202-02-I | removal of paved drains | 1,420 | sq m | 8.00 | 11,360.00 | 9.00 | 12,780.00 | 10.00 | 14,200.00 | 11.00 | 15,620.00 |
| 202-02-01 | removal of 6.4 m x 13.8 m concrete slab (rt. of sta. 10+883 on us 165) |
1 | ea | 900.00 | 900.00 | 3,400.00 | 3,400.00 | 500.00 | 500.00 | 1.00 | 1.00 |
| 202-02-02 | removal of 5.0 m x 16.8 m wood frame church (lt. of sta. 11+320 on us 165) (contains non-friable asbestos) |
1 | ea | 1,800.00 | 1,800.00 | 3,400.00 | 3,400.00 | 3,250.00 | 3,250.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 11.1 m x 13.4 m wood frame residence (rt. of sta. 11+706 on us 165) |
1 | ea | 500.00 | 500.00 | 3,400.00 | 3,400.00 | 4,100.00 | 4,100.00 | 1.00 | 1.00 |
| 202-02-04 | removal of 8.9 m x 16.5 m wood frame residence (rt. of sta. 11+760 on us 165) |
1 | ea | 4,000.00 | 4,000.00 | 3,400.00 | 3,400.00 | 4,050.00 | 4,050.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 3.0 m x 6.1 m wood frame garage (rt. of sta. 11+764 on us 165) |
1 | ea | 1,300.00 | 1,300.00 | 3,400.00 | 3,400.00 | 425.00 | 425.00 | 1.00 | 1.00 |
| 202-02-06 | removal of 10.5 m x 18.6 m metal shed (rt. of sta. 11+876 on us 165) |
1 | ea | 400.00 | 400.00 | 3,400.00 | 3,400.00 | 3,250.00 | 3,250.00 | 1.00 | 1.00 |
| 202-02-07 | removal of 9.3 m x 9.5 m wood shed (rt. of sta. 11+900 on us 165) |
1 | ea | 400.00 | 400.00 | 550.00 | 550.00 | 1,950.00 | 1,950.00 | 1.00 | 1.00 |
| 202-02-08 | removal of 7.3 m x 7.4 m concrete block commercial building (rt. of sta. 12+780 on us 165) |
1 | ea | 1,200.00 | 1,200.00 | 3,400.00 | 3,400.00 | 1,800.00 | 1,800.00 | 1.00 | 1.00 |
| 202-02-09 | removal of 14.8 m x 9.3 m wood frame residence on blocks (rt. of sta. 12+ 790 on us 165)(cont. non-friable asbestos) |
1 | ea | 1,800.00 | 1,800.00 | 3,400.00 | 3,400.00 | 3,800.00 | 3,800.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 6.3 m x 2.5 m wood and metal storage shed (rt. of sta. 12+790 on us 165) |
1 | ea | 1,000.00 | 1,000.00 | 550.00 | 550.00 | 360.00 | 360.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 3.8 m x 8.5 m wood and metal shop (rt. of sta. 12+940 on us 165) |
1 | ea | 2,000.00 | 2,000.00 | 550.00 | 550.00 | 725.00 | 725.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 8.7 m x 9.2 m wood frame residence (rt. of sta. 12+940 on us 165)(contains non-friable asbestos) |
1 | ea | 1,200.00 | 1,200.00 | 550.00 | 550.00 | 2,210.00 | 2,210.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 10.0 m x 21.4 m metal office building (rt. of sta. 12+965 on us 165) |
1 | ea | 7,000.00 | 7,000.00 | 3,400.00 | 3,400.00 | 7,075.00 | 7,075.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 3.9 m x 3.1 m metal shed on slab (rt. of sta. 12+970 on us 165) |
1 | ea | 800.00 | 800.00 | 550.00 | 550.00 | 200.00 | 200.00 | 1.00 | 1.00 |
| 202-02-15 | removal of 13.6 m x 8.7 m wood frame residence (rt. of sta. 12+970 on us 165) |
1 | ea | 1,800.00 | 1,800.00 | 3,400.00 | 3,400.00 | 3,270.00 | 3,270.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 4.8 m x 6.7 m metal shed (rt. of sta. 13+000 on us 165) |
1 | ea | 1,800.00 | 1,800.00 | 550.00 | 550.00 | 550.00 | 550.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 8.5 m x 9.3 m metal commercial building (rt. of sta. 13+325 on us 165) |
1 | ea | 1,400.00 | 1,400.00 | 2,600.00 | 2,600.00 | 2,650.00 | 2,650.00 | 1.00 | 1.00 |
| 202-02-18 | removal of 10.3 m x 16.6 m brick building on slab (lt. of sta. 39+270 on us 165) |
1 | ea | 1,800.00 | 1,800.00 | 3,400.00 | 3,400.00 | 5,670.00 | 5,670.00 | 1.00 | 1.00 |
| 202-02-19 | removal of 10.0 m x 13.2 m wood frame building on slab (lt. of sta. 39+380 on us 165) |
1 | ea | 1,800.00 | 1,800.00 | 3,400.00 | 3,400.00 | 3,650.00 | 3,650.00 | 1.00 | 1.00 |
| 202-02-20 | removal of 3.1 m x 10.4 m metal building on slab (lt. of sta. 39+420 on us 165) |
1 | ea | 2,400.00 | 2,400.00 | 550.00 | 550.00 | 725.00 | 725.00 | 1.00 | 1.00 |
| 202-02-21 | removal of 9.3 m x 18.3 m metal building on slab (lt. of sta. 39+450 on us 165) |
1 | ea | 3,600.00 | 3,600.00 | 2,700.00 | 2,700.00 | 3,760.00 | 3,760.00 | 1.00 | 1.00 |
| 202-02-22 | removal of 6.1 m x 35.0 m brick building on concrete slab (lt. of sta. 39+470 on us 165) |
1 | ea | 7,000.00 | 7,000.00 | 2,700.00 | 2,700.00 | 1,300.00 | 1,300.00 | 1.00 | 1.00 |
| 202-02-23 | removal of 11.7 m x 11.6 m brick building on slab (lt. of sta. 39+590 on us 165) |
1 | ea | 3,500.00 | 3,500.00 | 2,700.00 | 2,700.00 | 4,500.00 | 4,500.00 | 1.00 | 1.00 |
| 202-02-24 | removal of 13.5 m x 17.8 m brick building on slab (lt. of sta. 39+625 on us 165)(contains non-friable asbestos) |
1 | ea | 3,500.00 | 3,500.00 | 2,700.00 | 2,700.00 | 7,930.00 | 7,930.00 | 1.00 | 1.00 |
| 202-02-25 | removal of 4.5 m x 6.2 m commercial building (rt. of sta. 4+720 on la 500) |
1 | ea | 3,500.00 | 3,500.00 | 3,400.00 | 3,400.00 | 910.00 | 910.00 | 1.00 | 1.00 |
| 202-02-26 | removal of 4.5 m x 6.2 m concrete slab (rt. of sta. 4+770 on la 500) |
1 | ea | 3,500.00 | 3,500.00 | 550.00 | 550.00 | 165.00 | 165.00 | 1.00 | 1.00 |
| 202-02-27 | removal of 5.0 m x 15.2 m wood frame residence (lt. of sta. 4+910 on la 500) |
1 | ea | 1,400.00 | 1,400.00 | 1,700.00 | 1,700.00 | 2,100.00 | 2,100.00 | 1.00 | 1.00 |
| 202-02-28 | removal of 9.0 m x 14.9 m wood frame residence on concrete piers (lt. of sta. 5+210 on fifth street) |
1 | ea | 3,500.00 | 3,500.00 | 2,700.00 | 2,700.00 | 3,700.00 | 3,700.00 | 1.00 | 1.00 |
| 202-02-29 | removal of 10.5 m x 11.5 m wood frame residence on piers (rt. of sta. 5+180 on jones street) |
1 | ea | 1,800.00 | 1,800.00 | 2,700.00 | 2,700.00 | 3,320.00 | 3,320.00 | 1.00 | 1.00 |
| 202-02-30 | removal of 3.7 m x 3.0 m wood frame shed on slab (rt. of sta. 5+180 on jones street) |
1 | ea | 750.00 | 750.00 | 550.00 | 550.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 202-02-31 | removal of 3.0 m x 3.7 m metal shed (lt. of sta. 5+190 on jones street) |
1 | ea | 750.00 | 750.00 | 550.00 | 550.00 | 200.00 | 200.00 | 1.00 | 1.00 |
| 202-02-32 | removal of 3.0 m x 3.0 m wood frame greenhouse (lt. of sta. 5+190 on jones street) |
1 | ea | 750.00 | 750.00 | 275.00 | 275.00 | 200.00 | 200.00 | 1.00 | 1.00 |
| 202-02-33 | removal of 7.9 m x 6.6 m wood frame residence on piers (lt. of sta. 5+190 on jones street) |
1 | ea | 1,800.00 | 1,800.00 | 2,700.00 | 2,700.00 | 1,440.00 | 1,440.00 | 1.00 | 1.00 |
| 202-02-34 | removal of 7.9 m x 9.4 m wood frame shed on slab (lt. of sta. 5+218 on jones street) |
1 | ea | 1,800.00 | 1,800.00 | 550.00 | 550.00 | 2,050.00 | 2,050.00 | 1.00 | 1.00 |
| 202-02-35 | removal of 16.8 m x 11.7 m wood frame residence on piers (rt. of sta. 5+266 on jones street) |
1 | ea | 1,800.00 | 1,800.00 | 2,700.00 | 2,700.00 | 5,420.00 | 5,420.00 | 1.00 | 1.00 |
| 202-02-36 | removal of 9.5 m x 17.7 m wood frame residence on piers (rt. of sta. 5+075 on la 500)(contains non-friable asbestos) |
1 | ea | 1,800.00 | 1,800.00 | 2,700.00 | 2,700.00 | 4,650.00 | 4,650.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 243,840 | cu m | 6.80 | 1,658,112.00 | 4.85 | 1,182,624.00 | 3.60 | 877,824.00 | 6.50 | 1,584,960.00 |
| 203-02 | drainage excavation | 4,940 | cu m | 13.50 | 66,690.00 | 8.25 | 40,755.00 | 10.20 | 50,388.00 | 12.00 | 59,280.00 |
| 203-03 | muck excavation | 957 | cu m | 18.00 | 17,226.00 | 18.00 | 17,226.00 | 21.00 | 20,097.00 | 20.00 | 19,140.00 |
| 203-04 | embankment | 650,743 | cu m | 10.80 | 7,028,024.40 | 9.75 | 6,344,744.25 | 10.00 | 6,507,430.00 | 11.00 | 7,158,173.00 |
| 203-05 | nonplastic embankment | 8,241 | cu m | 126.00 | 1,038,366.00 | 100.00 | 824,100.00 | 81.00 | 667,521.00 | 90.00 | 741,690.00 |
| 204-02 | temporary hay or straw bales | 240 | ea | 30.00 | 7,200.00 | 20.00 | 4,800.00 | 13.50 | 3,240.00 | 10.00 | 2,400.00 |
| 204-05-A | temporary sediment check dams (hay) | 326 | ea | 150.00 | 48,900.00 | 175.00 | 57,050.00 | 108.00 | 35,208.00 | 130.00 | 42,380.00 |
| 204-05-B | temporary sediment check dams (stone) | 5 | ea | 750.00 | 3,750.00 | 1,300.00 | 6,500.00 | 185.00 | 925.00 | 1,000.00 | 5,000.00 |
| 204-06 | temporary silt fencing | 23,575 | ln m | 5.00 | 117,875.00 | 9.00 | 212,175.00 | 7.25 | 170,918.75 | 4.00 | 94,300.00 |
| 204-07 | temporary stone construction entrance | 3 | ea | 3,000.00 | 9,000.00 | 3,200.00 | 9,600.00 | 4,250.00 | 12,750.00 | 2,000.00 | 6,000.00 |
| 302-01-01 | class ii base course (stone or recycled pccp) | 2,964.7 | cu m | 125.00 | 370,587.50 | 120.00 | 355,764.00 | 135.00 | 400,234.50 | 140.00 | 415,058.00 |
| 304-01 | lime | 1,385.22 | Mg | 160.00 | 221,635.20 | 100.00 | 138,522.00 | 1.00 | 1,385.22 | 150.00 | 207,783.00 |
| 304-03-D | lime treatment (type c) (300 mm thick) | 91,615 | sq m | 1.20 | 109,938.00 | 1.00 | 91,615.00 | 6.10 | 558,851.50 | 2.80 | 256,522.00 |
| 305-01-D | subgrade layer (300 mm thick) | 183,232 | sq m | 9.50 | 1,740,704.00 | 12.25 | 2,244,592.00 | 8.75 | 1,603,280.00 | 11.00 | 2,015,552.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,010 | cu m | 148.00 | 149,480.00 | 122.00 | 123,220.00 | 120.00 | 121,200.00 | 75.00 | 75,750.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,100.0 | cu m | 110.00 | 121,000.00 | 122.00 | 134,200.00 | 165.00 | 181,500.00 | 80.00 | 88,000.00 |
| 502-01-A-01 | superpave asphaltic concrete drives, turnouts and miscellaneous (side roads) |
573.0 | Mg | 110.00 | 63,030.00 | 140.00 | 80,220.00 | 152.00 | 87,096.00 | 150.00 | 85,950.00 |
| 502-01-01 | superpave asphaltic concrete (side roads) | 2,298.9 | Mg | 110.00 | 252,879.00 | 140.00 | 321,846.00 | 110.00 | 252,879.00 | 110.00 | 252,879.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 101.3 | ln m | 390.00 | 39,507.00 | 300.00 | 30,390.00 | 170.00 | 17,221.00 | 300.00 | 30,390.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 53.7 | ln m | 590.00 | 31,683.00 | 350.00 | 18,795.00 | 235.00 | 12,619.50 | 320.00 | 17,184.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 118.4 | ln m | 570.00 | 67,488.00 | 450.00 | 53,280.00 | 800.00 | 94,720.00 | 380.00 | 44,992.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 214.1 | ln m | 730.00 | 156,293.00 | 700.00 | 149,870.00 | 815.00 | 174,491.50 | 600.00 | 128,460.00 |
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 43.0 | ln m | 590.00 | 25,370.00 | 425.00 | 18,275.00 | 300.00 | 12,900.00 | 270.00 | 11,610.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 1,000.5 | ln m | 290.00 | 290,145.00 | 200.00 | 200,100.00 | 145.00 | 145,072.50 | 200.00 | 200,100.00 |
| 701-04-B | storm drain pipe arch (450 mm equiv. rcpa) | 58.6 | ln m | 370.00 | 21,682.00 | 250.00 | 14,650.00 | 220.00 | 12,892.00 | 270.00 | 15,822.00 |
| 701-05-G | side drain pipe (450 mm) | 777.1 | ln m | 190.00 | 147,649.00 | 200.00 | 155,420.00 | 140.00 | 108,794.00 | 170.00 | 132,107.00 |
| 701-05-I | side drain pipe (600 mm) | 210.8 | ln m | 290.00 | 61,132.00 | 275.00 | 57,970.00 | 185.00 | 38,998.00 | 200.00 | 42,160.00 |
| 701-05-K | side drain pipe (750 mm) | 19.5 | ln m | 480.00 | 9,360.00 | 325.00 | 6,337.50 | 250.00 | 4,875.00 | 240.00 | 4,680.00 |
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 15.5 | ln m | 450.00 | 6,975.00 | 335.00 | 5,192.50 | 210.00 | 3,255.00 | 400.00 | 6,200.00 |
| 701-10-K | reinforced concrete pipe (extension)(750 mm) | 37.0 | ln m | 520.00 | 19,240.00 | 375.00 | 13,875.00 | 255.00 | 9,435.00 | 440.00 | 16,280.00 |
| 702-02-A | manholes (mh-06) | 1 | ea | 6,000.00 | 6,000.00 | 3,500.00 | 3,500.00 | 4,400.00 | 4,400.00 | 4,000.00 | 4,000.00 |
| 702-02-B | manholes (r-cb-11) | 1 | ea | 3,000.00 | 3,000.00 | 9,500.00 | 9,500.00 | 4,200.00 | 4,200.00 | 4,000.00 | 4,000.00 |
| 702-03-A | catch basins (cb-01m) | 41 | ea | 3,500.00 | 143,500.00 | 2,400.00 | 98,400.00 | 3,600.00 | 147,600.00 | 2,500.00 | 102,500.00 |
| 702-03-B | catch basins (cb-02m) | 2 | ea | 4,600.00 | 9,200.00 | 5,500.00 | 11,000.00 | 3,400.00 | 6,800.00 | 3,500.00 | 7,000.00 |
| 702-04-A | adjusting manholes | 4 | ea | 500.00 | 2,000.00 | 3,500.00 | 14,000.00 | 1,450.00 | 5,800.00 | 1,000.00 | 4,000.00 |
| 702-07-A | cross drain safety end (type 1) | 3 | ea | 8,000.00 | 24,000.00 | 2,400.00 | 7,200.00 | 2,000.00 | 6,000.00 | 1,800.00 | 5,400.00 |
| 702-08-A | side drain safety end (type 1) | 18 | ea | 2,400.00 | 43,200.00 | 2,200.00 | 39,600.00 | 1,350.00 | 24,300.00 | 1,800.00 | 32,400.00 |
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 297.18 | ln m | 115.00 | 34,175.70 | 165.00 | 49,034.70 | 99.00 | 29,420.82 | 100.00 | 29,718.00 |
| 704-03 | blocked out guard rail | 1,383.04 | ln m | 65.00 | 89,897.60 | 66.00 | 91,280.64 | 55.75 | 77,104.48 | 56.00 | 77,450.24 |
| 704-08-A | guard rail transitions (single thrie beam) | 228.58 | ln m | 85.00 | 19,429.30 | 190.00 | 43,430.20 | 75.00 | 17,143.50 | 75.00 | 17,143.50 |
| 704-11-A | guard rail end treatment (flared) | 33 | ea | 2,200.00 | 72,600.00 | 2,200.00 | 72,600.00 | 1,975.00 | 65,175.00 | 2,000.00 | 66,000.00 |
| 705-01 | barbed wire fence | 5,952 | ln m | 18.50 | 110,112.00 | 17.00 | 101,184.00 | 15.50 | 92,256.00 | 16.00 | 95,232.00 |
| 705-02 | combination mesh & barbed wire fence | 2,199 | ln m | 19.50 | 42,880.50 | 19.00 | 41,781.00 | 17.36 | 38,174.64 | 18.00 | 39,582.00 |
| 705-04 | single swinging driveway gates | 10 | ea | 450.00 | 4,500.00 | 500.00 | 5,000.00 | 450.00 | 4,500.00 | 450.00 | 4,500.00 |
| 705-05 | double swinging driveway gates | 1 | dbgt | 900.00 | 900.00 | 650.00 | 650.00 | 600.00 | 600.00 | 600.00 | 600.00 |
| 705-06-A | chain link fence (1200 mm height) | 94 | ln m | 68.00 | 6,392.00 | 60.00 | 5,640.00 | 54.00 | 5,076.00 | 55.00 | 5,170.00 |
| 705-07-A | 4.0-meter single gates for chain link fence (1200mm height) |
1 | ea | 700.00 | 700.00 | 825.00 | 825.00 | 750.00 | 750.00 | 800.00 | 800.00 |
| 705-08-A | 4.0-meter double gates for chain link fence (1200mm height) |
1 | dbgt | 1,100.00 | 1,100.00 | 1,150.00 | 1,150.00 | 1,050.00 | 1,050.00 | 1,100.00 | 1,100.00 |
| 706-02-C | concrete drive (150 mm thick) | 1,145.6 | sq m | 90.00 | 103,104.00 | 60.00 | 68,736.00 | 45.00 | 51,552.00 | 60.00 | 68,736.00 |
| 706-03-C | incidental concrete paving (150 mm thick) | 499.0 | sq m | 68.00 | 33,932.00 | 80.00 | 39,920.00 | 43.00 | 21,457.00 | 90.00 | 44,910.00 |
| 708-01 | right-of-way monument | 187 | ea | 350.00 | 65,450.00 | 1.00 | 187.00 | 85.00 | 15,895.00 | 120.00 | 22,440.00 |
| 708-02 | right-of-way monument witness post | 187 | ea | 350.00 | 65,450.00 | 1.00 | 187.00 | 85.00 | 15,895.00 | 120.00 | 22,440.00 |
| 711-01-D | riprap (25 kg, 675 mm thick) | 4,256 | sq m | 85.00 | 361,760.00 | 65.00 | 276,640.00 | 51.00 | 217,056.00 | 90.00 | 383,040.00 |
| 711-01-H | riprap (455 kg,1200 mm thick) | 700 | sq m | 150.00 | 105,000.00 | 112.00 | 78,400.00 | 200.00 | 140,000.00 | 140.00 | 98,000.00 |
| 711-04 | geotextile fabric | 8,426 | sq m | 2.00 | 16,852.00 | 2.25 | 18,958.50 | 3.80 | 32,018.80 | 2.50 | 21,065.00 |
| 712-01-A | concrete cast-in-place revetment (100 mm thick) | 3,500 | sq m | 63.00 | 220,500.00 | 47.00 | 164,500.00 | 55.00 | 192,500.00 | 75.00 | 262,500.00 |
| 713-01 | temporary signs & barricades | lump | lump | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 115,000.00 | 115,000.00 | 300,000.00 | 300,000.00 |
| 713-03-A | temporary pavement markings (100 mm width) | 20,820 | ln m | 0.76 | 15,823.20 | 0.35 | 7,287.00 | 0.33 | 6,870.60 | 0.35 | 7,287.00 |
| 716-01-A | mulch (vegetative) | 16.2 | hctr | 1,900.00 | 30,780.00 | 1,900.00 | 30,780.00 | 1,729.00 | 28,009.80 | 1,600.00 | 25,920.00 |
| 720-01-A | erosion control system, slope protection (type a) | 127,929 | sq m | 1.45 | 185,497.05 | 1.30 | 166,307.70 | 1.22 | 156,073.38 | 0.70 | 89,550.30 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 6,170 | sq m | 2.20 | 13,574.00 | 2.00 | 12,340.00 | 1.80 | 11,106.00 | 1.70 | 10,489.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 3,627 | sq m | 2.20 | 7,979.40 | 2.10 | 7,616.70 | 1.90 | 6,891.30 | 2.40 | 8,704.80 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 150 | sq m | 3.50 | 525.00 | 3.25 | 487.50 | 3.00 | 450.00 | 5.00 | 750.00 |
| 722-02 | project site laboratory (equipped) | 2 | ea | 70,000.00 | 140,000.00 | 10,000.00 | 20,000.00 | 25,000.00 | 50,000.00 | 30,000.00 | 60,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 825 | sq m | 150.00 | 123,750.00 | 105.00 | 86,625.00 | 250.00 | 206,250.00 | 100.00 | 82,500.00 |
| 725-01 | temporary detour roads | 885.8 | ln m | 750.00 | 664,350.00 | 625.00 | 553,625.00 | 1,000.00 | 885,800.00 | 800.00 | 708,640.00 |
| 726-01 | bedding material | 454.3 | cu m | 125.00 | 56,787.50 | 110.00 | 49,973.00 | 82.00 | 37,252.60 | 100.00 | 45,430.00 |
| 727-01 | mobilization | lump | lump | 4,550,000.00 | 4,550,000.00 | 4,100,000.00 | 4,100,000.00 | 4,700,000.00 | 4,700,000.00 | 5,000,000.00 | 5,000,000.00 |
| 729-01-A | sign (type a)(r1-1)(0.762 m x 0.762 m) | 1.16 | sq m | 210.00 | 243.60 | 100.00 | 116.00 | 300.00 | 348.00 | 300.00 | 348.00 |
| 729-16-C | object marker assembly (type 3) | 30 | ea | 80.00 | 2,400.00 | 85.00 | 2,550.00 | 75.00 | 2,250.00 | 75.00 | 2,250.00 |
| 729-21 | u-channel post (12-foot) | 2 | each | 80.00 | 160.00 | 85.00 | 170.00 | 110.00 | 220.00 | 600.00 | 1,200.00 |
| 731-01 | nonreflectorized raised pavement markers | 3,277 | ea | 13.25 | 43,420.25 | 11.00 | 36,047.00 | 10.00 | 32,770.00 | 10.00 | 32,770.00 |
| 731-02 | reflectorized raised pavement markers | 4,075 | ea | 7.00 | 28,525.00 | 5.00 | 20,375.00 | 4.50 | 18,337.50 | 5.00 | 20,375.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 58.438 | km | 1,850.00 | 108,110.30 | 900.00 | 52,594.20 | 1,327.00 | 77,547.23 | 1,350.00 | 78,891.30 |
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.491 | km | 4,000.00 | 1,964.00 | 2,100.00 | 1,031.10 | 3,200.00 | 1,571.20 | 3,200.00 | 1,571.20 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 13 | ea | 190.00 | 2,470.00 | 150.00 | 1,950.00 | 139.00 | 1,807.00 | 150.00 | 1,950.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 13 | ea | 230.00 | 2,990.00 | 150.00 | 1,950.00 | 139.00 | 1,807.00 | 150.00 | 1,950.00 |
| 732-05 | removal of existing markings | 9.077 | km | 4,300.00 | 39,031.10 | 1,500.00 | 13,615.50 | 2,151.00 | 19,524.63 | 2,200.00 | 19,969.40 |
| 735-01 | mailboxes | 46 | ea | 25.00 | 1,150.00 | 1.00 | 46.00 | 1.00 | 46.00 | 1.00 | 46.00 |
| 735-02 | mailbox supports (single) | 46 | ea | 200.00 | 9,200.00 | 140.00 | 6,440.00 | 125.00 | 5,750.00 | 130.00 | 5,980.00 |
| 736-01 | trenching and backfilling | 10 | ln m | 23.00 | 230.00 | 22.00 | 220.00 | 20.00 | 200.00 | 20.00 | 200.00 |
| 736-04-B | signal support (9.1 m strain pole) | 4 | each | 9,500.00 | 38,000.00 | 8,500.00 | 34,000.00 | 8,000.00 | 32,000.00 | 8,000.00 | 32,000.00 |
| 736-05-B | signal head (1-section y)(led) | 4 | each | 890.00 | 3,560.00 | 825.00 | 3,300.00 | 750.00 | 3,000.00 | 750.00 | 3,000.00 |
| 736-05-C | signal head (1-section r)(led) | 4 | each | 890.00 | 3,560.00 | 825.00 | 3,300.00 | 750.00 | 3,000.00 | 750.00 | 3,000.00 |
| 736-06-A | signal service (pole mounted for flasher switch assembly) |
1 | each | 1,700.00 | 1,700.00 | 1,650.00 | 1,650.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 736-11-A | conduit (76.2 mm sch. 80) | 10 | ln m | 40.00 | 400.00 | 38.00 | 380.00 | 35.00 | 350.00 | 35.00 | 350.00 |
| 736-12-A | conductor, 3c (power) | 10 | ln m | 23.00 | 230.00 | 22.00 | 220.00 | 20.00 | 200.00 | 20.00 | 200.00 |
| 739-01 | hydro-seeding | 89.6 | hctr | 2,800.00 | 250,880.00 | 2,300.00 | 206,080.00 | 2,090.00 | 187,264.00 | 2,700.00 | 241,920.00 |
| 740-01 | construction layout | lump | lump | 400,000.00 | 400,000.00 | 250,000.00 | 250,000.00 | 290,000.00 | 290,000.00 | 500,000.00 | 500,000.00 |
| 740-02 | utility oversight and coordination | lump | lump | 33,000.00 | 33,000.00 | 26,000.00 | 26,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 744-01 | traffic control management | lump | lump | 270,000.00 | 270,000.00 | 56,000.00 | 56,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 368.0 | ln m | 150.00 | 55,200.00 | 160.00 | 58,880.00 | 380.00 | 139,840.00 | 160.00 | 58,880.00 |
| 804-01-C | precast concrete piles (400 mm) | 2,264.0 | ln m | 160.00 | 362,240.00 | 180.00 | 407,520.00 | 245.00 | 554,680.00 | 190.00 | 430,160.00 |
| 804-01-D | precast concrete piles (450 mm) | 660.0 | ln m | 195.00 | 128,700.00 | 240.00 | 158,400.00 | 345.00 | 227,700.00 | 240.00 | 158,400.00 |
| 804-01-F | precast concrete piles (600 mm) | 4,213.2 | ln m | 285.00 | 1,200,762.00 | 425.00 | 1,790,610.00 | 410.00 | 1,727,412.00 | 430.00 | 1,811,676.00 |
| 804-01-H | precast concrete piles (900 mm) | 624.0 | ln m | 700.00 | 436,800.00 | 725.00 | 452,400.00 | 940.00 | 586,560.00 | 750.00 | 468,000.00 |
| 804-05 | precast concrete test piles | 7 | ea | 20,000.00 | 140,000.00 | 22,000.00 | 154,000.00 | 48,000.00 | 336,000.00 | 21,000.00 | 147,000.00 |
| 804-09 | loading test piles | 7 | ea | 15,000.00 | 105,000.00 | 26,500.00 | 185,500.00 | 5,000.00 | 35,000.00 | 28,000.00 | 196,000.00 |
| 804-10 | reloading test piles | 7 | ea | 1,000.00 | 7,000.00 | 2,400.00 | 16,800.00 | 1,000.00 | 7,000.00 | 3,000.00 | 21,000.00 |
| 804-11 | redriving test piles | 7 | ea | 1,000.00 | 7,000.00 | 5,200.00 | 36,400.00 | 300.00 | 2,100.00 | 3,000.00 | 21,000.00 |
| 804-12 | loading permanent piles | 7 | ea | 1,000.00 | 7,000.00 | 1,000.00 | 7,000.00 | 1,500.00 | 10,500.00 | 1,000.00 | 7,000.00 |
| 804-17 | dynamic monitoring | 7 | ea | 8,000.00 | 56,000.00 | 1,200.00 | 8,400.00 | 2,000.00 | 14,000.00 | 1,100.00 | 7,700.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 139.23 | cu m | 1,500.00 | 208,845.00 | 2,000.00 | 278,460.00 | 2,150.00 | 299,344.50 | 1,300.00 | 180,999.00 |
| 805-01-F | class a concrete (bents) | 1,115.95 | cu m | 800.00 | 892,760.00 | 925.00 | 1,032,253.75 | 875.00 | 976,456.25 | 900.00 | 1,004,355.00 |
| 805-03 | class aa concrete | 3,759.36 | cu m | 650.00 | 2,443,584.00 | 880.00 | 3,308,236.80 | 815.00 | 3,063,878.40 | 850.00 | 3,195,456.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 4,366.75 | ln m | 290.00 | 1,266,357.50 | 420.00 | 1,834,035.00 | 345.00 | 1,506,528.75 | 400.00 | 1,746,700.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 1,399.42 | ln m | 410.00 | 573,762.20 | 630.00 | 881,634.60 | 490.00 | 685,715.80 | 600.00 | 839,652.00 |
| 805-11 | strip seal joints | 216.00 | ln m | 500.00 | 108,000.00 | 430.00 | 92,880.00 | 490.00 | 105,840.00 | 450.00 | 97,200.00 |
| 805-12-A | reinforced concrete box culverts (1200 mm x 900 mm) | 32.42 | ln m | 1,700.00 | 55,114.00 | 1,400.00 | 45,388.00 | 870.00 | 28,205.40 | 900.00 | 29,178.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 91.97 | ln m | 1,400.00 | 128,758.00 | 1,400.00 | 128,758.00 | 1,550.00 | 142,553.50 | 950.00 | 87,371.50 |
| 805-12-F | reinforced concrete box culverts (1500 mm x 1200 mm) | 85.00 | ln m | 1,200.00 | 102,000.00 | 1,700.00 | 144,500.00 | 1,100.00 | 93,500.00 | 1,200.00 | 102,000.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 158.00 | ln m | 1,500.00 | 237,000.00 | 1,900.00 | 300,200.00 | 1,600.00 | 252,800.00 | 1,300.00 | 205,400.00 |
| 805-12-J | reinforced concrete box culverts (1800 mm x 1500 mm) | 67.00 | ln m | 2,000.00 | 134,000.00 | 2,400.00 | 160,800.00 | 1,700.00 | 113,900.00 | 1,500.00 | 100,500.00 |
| 805-12-L | reinforced concrete box culverts (2400 mm x 1500 mm) | 31.40 | ln m | 3,200.00 | 100,480.00 | 2,600.00 | 81,640.00 | 2,050.00 | 64,370.00 | 2,000.00 | 62,800.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 60.30 | ln m | 2,600.00 | 156,780.00 | 2,900.00 | 174,870.00 | 2,400.00 | 144,720.00 | 1,700.00 | 102,510.00 |
| 805-12-O | reinforced concrete box culverts (2400 mm x 1800 mm) | 41.00 | ln m | 3,000.00 | 123,000.00 | 3,200.00 | 131,200.00 | 1,700.00 | 69,700.00 | 2,100.00 | 86,100.00 |
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 110.00 | ln m | 2,200.00 | 242,000.00 | 3,400.00 | 374,000.00 | 2,500.00 | 275,000.00 | 2,300.00 | 253,000.00 |
| 806-01 | deformed reinforcing steel | 610,302 | kg | 1.58 | 964,277.16 | 1.88 | 1,147,367.76 | 1.80 | 1,098,543.60 | 2.00 | 1,220,604.00 |
| 807-06 | structural metalwork | lump | lump | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 810-01 | concrete railing (barrier) | 2,487.94 | ln m | 150.00 | 373,191.00 | 165.00 | 410,510.10 | 150.00 | 373,191.00 | 140.00 | 348,311.60 |
| 813-01 | concrete approach slabs | 1,742.40 | sq m | 210.00 | 365,904.00 | 265.00 | 461,736.00 | 225.00 | 392,040.00 | 220.00 | 383,328.00 |
| 814-01-J | drilled shaft (1650 mm) | 252.00 | ln m | 5,100.00 | 1,285,200.00 | 5,100.00 | 1,285,200.00 | 3,850.00 | 970,200.00 | 3,000.00 | 756,000.00 |
| 814-04 | crosshole sonic logging (1650 mm) | 9 | ea | 1,800.00 | 16,200.00 | 4,400.00 | 39,600.00 | 2,600.00 | 23,400.00 | 2,000.00 | 18,000.00 |
| S-001 | rumble strips (ground-in) | 24.2 | km | 400.00 | 9,680.00 | 225.00 | 5,445.00 | 330.00 | 7,986.00 | 330.00 | 7,986.00 |
| S-002 | removal of 015-04-0038 transition road (sta. 110+600.000 to sta. 111+125.880) |
lump | lump | 22,000.00 | 22,000.00 | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| S-003 | removal of 015-04-0035 transition road (sta. 40+727.600 to sta. 41+260.000) |
lump | lump | 22,000.00 | 22,000.00 | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| S-004 | flasher switch (flasher assembly, 2 circuit, pole mounted cabinet) |
1 | each | 7,000.00 | 7,000.00 | 6,600.00 | 6,600.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 |
| S-005 | special precautions regarding water supply | lump | lump | 10,000.00 | 10,000.00 | 17,500.00 | 17,500.00 | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 |
| S-101 | retroreflective sheeting panels | lump | lump | 6,500.00 | 6,500.00 | 2,200.00 | 2,200.00 | 20,000.00 | 20,000.00 | 4,000.00 | 4,000.00 |
| SUBTOTAL GENERAL | 36,324,526.11 | 36,795,776.55 | 36,650,472.00 | 39,006,803.34 | |||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pccp) |
59,884.0 | sq m | 19.00 | 1,137,796.00 | 18.00 | 1,077,912.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
123,928.3 | sq m | 30.00 | 3,717,849.00 | 28.00 | 3,469,992.40 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 48,410.8 | Mg | 85.00 | 4,114,918.00 | 88.00 | 4,260,150.40 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
6,057.1 | Mg | 110.00 | 666,281.00 | 110.00 | 666,281.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 25.051 | km | 600.00 | 15,030.60 | 342.00 | 8,567.44 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 9,651,874.60 | 9,482,903.24 | |||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pccp) |
59,884.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 15.00 | 898,260.00 | 18.50 | 1,107,854.00 |
| 302-02-E-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
123,928.3 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 17.00 | 2,106,781.10 | 22.50 | 2,788,386.75 |
| 502-01 | superpave asphaltic concrete | 13,450.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 115.00 | 1,546,842.00 | 115.00 | 1,546,842.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 92,519.3 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 49.00 | 4,533,445.70 | 49.00 | 4,533,445.70 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
22,398.7 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 80.00 | 1,791,896.00 | 62.40 | 1,397,678.88 |
| 601-04 | portland cement concrete pavement coring | 143 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 95.00 | 13,585.00 | 100.00 | 14,300.00 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
25.051 | km | 0.00 | 0.00 | 0.00 | 0.00 | 3,259.00 | 81,641.21 | 3,300.00 | 82,668.30 |
| SUBTOTAL ALT A2 | 10,972,451.01 | 11,471,175.63 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 45,976,400.71 | 46,278,679.79 | 47,622,923.01 | 50,477,978.97 | |||||||
| NUMBER OF DAYS BID AT $3,200 PER DAY. | 2,560,000.00 | 2,560,000.00 | 2,560,000.00 | 2,560,000.00 | |||||||
| LIFE CYCLE COST | 1,643,900.00 | 1,643,900.00 | 688,300.00 | 688,300.00 | |||||||
| TOTAL BID | 50,180,300.71 | 50,482,579.79 | 50,871,223.01 | 53,726,278.97 | |||||||