| READV |
| ||
| Lead Project: 021-03-0031 | |||
| Parish: DESOTO | |||
| Routes: US 171, US 84 | |||
| Description: STATE ROUTE IN MANSFIELD | |||
| Type Const:
grading, drainage struct, lime trmt, class ii base course, portland cement concrete pavement, asphaltic concrete pavement, conc. slab span and girder bridges & related work | |||
| Estimated Construction Cost: $42,450,062.83 | |||
| Maximum Number of Days Allowed for Construction: 775 | |||
| Calculated Daily User Cost: $4,600.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $42,426,114.61 | 600 | $45,186,114.61 |
| 2 | 39462 | DENTON-JAMES LLC | $42,616,118.26 | 775 | $46,181,118.26 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $42,994,229.76 | 740 | $46,398,229.76 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $43,412,711.98 | 749 | $46,858,111.98 |
| 5 | 34567 | JAMES CONSTRUCTION GROUP LLC | $44,321,316.85 | 775 | $47,886,316.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
- 2 - DENTON-JAMES LLC |
- 3 - AUSTIN BRIDGE & ROAD, LP |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 1,000,000.00 | 1,000,000.00 | 1,090,000.00 | 1,090,000.00 | 825,000.00 | 825,000.00 |
| 202-01 | removal of structures and obstructions | lump | lump | 520,000.00 | 520,000.00 | 600,000.00 | 600,000.00 | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 |
| 202-02-A | removal of 13.3 m x 30.5 m concrete slab span bridge (sta. 11+476) |
1 | ea | 55,000.00 | 55,000.00 | 24,000.00 | 24,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 202-02-B-01 | removal of box culvert (sta. 5+440; 1-1200 mm x 914 mm x 14.7 m) |
1 | ea | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 |
| 202-02-B-02 | removal of box culvert (sta. 6+140; 1-609 mm x 609 mm x 14.2 m) |
1 | ea | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 202-02-B-03 | removal of box culvert (sta. 5+559; 6-1800 mm x 1800 mm x 20.42 m) |
1 | ea | 55,000.00 | 55,000.00 | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 14,000.00 | 14,000.00 |
| 202-02-B-04 | removal of box culvert (sta. 7+371; 2-1900 mm x 1066 mm x 53.65 m) |
1 | ea | 40,000.00 | 40,000.00 | 16,000.00 | 16,000.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 |
| 202-02-B-05 | removal of box culvert (sta. 9+150; 3-1800 mm x 1800 mm x 15.60 m) |
1 | ea | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 11,000.00 | 11,000.00 |
| 202-02-B-06 | removal of box culvert (sta. 9+869.500 (la 3103); 900 mm x 600 mm x 13.0 m) |
1 | ea | 3,000.00 | 3,000.00 | 3,800.00 | 3,800.00 | 10,500.00 | 10,500.00 | 4,000.00 | 4,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 52,670 | sq m | 4.85 | 255,449.50 | 7.50 | 395,025.00 | 4.60 | 242,282.00 | 5.80 | 305,486.00 |
| 202-02-D | removal of concrete walks & drives | 9,132 | sq m | 4.00 | 36,528.00 | 10.00 | 91,320.00 | 4.60 | 42,007.20 | 4.00 | 36,528.00 |
| 202-02-E | removal of concrete curbs | 799.8 | ln m | 16.50 | 13,196.70 | 9.00 | 7,198.20 | 7.00 | 5,598.60 | 10.00 | 7,998.00 |
| 202-02-F | removal of concrete combination curb & gutter | 947.5 | ln m | 16.50 | 15,633.75 | 15.00 | 14,212.50 | 9.00 | 8,527.50 | 6.00 | 5,685.00 |
| 202-02-G | removal of surfacing & stabilized base | 32,547.0 | sq m | 3.60 | 117,169.20 | 4.00 | 130,188.00 | 3.80 | 123,678.60 | 3.30 | 107,405.10 |
| 202-02-H | removal of guard rail | 124 | ln m | 14.00 | 1,736.00 | 15.00 | 1,860.00 | 25.00 | 3,100.00 | 40.00 | 4,960.00 |
| 202-02-01 | removal of 7.6 m x 19.0 m single story wood frame residence (rt. of sta. 5+115)(contains friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 202-02-02 | removal of 13.3 m x 16.8 m wood frame residence (lt. of sta. 5+236) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 11,000.00 | 11,000.00 | 100.00 | 100.00 |
| 202-02-03 | removal of 13.0 m x 14.6 m wood frame residence (rt. of sta. 5+5+371) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 9,000.00 | 9,000.00 | 1,000.00 | 1,000.00 |
| 202-02-04 | removal of 8.8 m x 22.8 m wood frame residence (rt. of sta. 5+756) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 |
| 202-02-05 | removal of 8.7 m x 22.5 m wood frame residence (rt. of sta. 5+778) (contains friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 |
| 202-02-06 | removal of 3.7 m x 5.5 m metal storage building (rt. of sta. 5+816) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 202-02-07 | removal of 9.9 m x 8.6 m wood frame residence (rt. of sta. 5+916)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 202-02-08 | removal of 12.5 m x 10.7 m single story concrete block building (rt. of sta. 6+408) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 |
| 202-02-09 | removal of 13.7 m x 8.7 m single story wood frame residence (lt. of sta. 6+532) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 3,500.00 | 3,500.00 | 100.00 | 100.00 |
| 202-02-10 | removal of 18.2 m x 4.1 m mobile home (rt. of sta. 6+682) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 100.00 | 100.00 |
| 202-02-11 | removal of 8.7 m x 14.2 m wood frame residence (rt. of sta. 6+850) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 |
| 202-02-12 | removal of 9.2 m x 15.4 m wood frame residence (rt. of sta. 5+886) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,200.00 | 5,200.00 | 1,000.00 | 1,000.00 |
| 202-02-13 | removal of 11.9 m x 19.3 m single story wood frame building (lt. of sta. 6+915) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 9,000.00 | 9,000.00 | 100.00 | 100.00 |
| 202-02-14 | removal of 8.8 m x 16.5 m wood frame residence (rt. of sta. 6+970) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 |
| 202-02-15 | removal of 8.7 m x 13.5 m wood frame building (rt. of sta. 7+040)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,500.00 | 5,500.00 | 100.00 | 100.00 |
| 202-02-16 | removal of 10.4 m x 12.0 m single story wood frame residence (rt. of sta. 7+070) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,300.00 | 4,300.00 | 100.00 | 100.00 |
| 202-02-17 | removal of wood frame building (rt. of sta. 7+228) | 1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,300.00 | 4,300.00 | 1,000.00 | 1,000.00 |
| 202-02-18 | removal of 7.5 m x 30.7 m metal gas canopy (rt. of sta. 7+400) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 202-02-19 | removal of 10.0 m x 12.4 m wood garage (lt. of sta. 7+450) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 202-02-20 | removal of 7.6 m x 13.9 m single story wood frame residence (rt. of sta. 7+555)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 1,000.00 | 1,000.00 |
| 202-02-21 | removal of 8.9 m x 14.7 m single story wood frame residence (lt. of sta. 7+632)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 |
| 202-02-22 | removal of wood frame building (lt. of sta. 7+650) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 202-02-23 | removal of 30.6 m x 9.1 m metal building (rt. of sta. 7+828) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 9,000.00 | 9,000.00 | 1,000.00 | 1,000.00 |
| 202-02-24 | removal of 18.5 m x 15.1 m metal building on slab (rt. of sta. 7+838) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 |
| 202-02-25 | removal of 3.2 m x 6.1 m metal portable building (rt. of sta. 7+855) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 800.00 | 800.00 | 100.00 | 100.00 |
| 202-02-26 | removal of 14.0 m x 19.8 m single story brick residence (rt. of sta. 8+130)(contains friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 |
| 202-02-27 | removal of 10.6 m x 18.6 m single story brick residence (rt. of sta. 8+200)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 202-02-28 | removal of 6.9 m x 9.2 m wood frame garage (rt. of sta. 8+209) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 | 100.00 | 100.00 |
| 202-02-29 | removal of 9.3 m x 9.4 m single story wood frame building (rt. of sta. 8+300) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 100.00 | 100.00 |
| 202-02-30 | removal of 3.0 m x 6.2 portable metal storage building (rt. of sta. 8+774) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 202-02-31 | removal of 17.9 m x 8.3 m abandoned wood frame building (rt. of sta. 9+423)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 |
| 202-02-32 | removal of 16.1 m x 14.9 m single story wood frame residence (lt. of sta. 10+102 mcenery street) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,200.00 | 8,200.00 | 1,000.00 | 1,000.00 |
| 202-02-33 | removal of storage building (lt. of sta. 10+102 mcenery street) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 202-02-34 | removal of 33.7 m x 35.8 m wood frame building (rt. of sta. 10+180 polk street)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 40,000.00 | 40,000.00 | 8,000.00 | 8,000.00 |
| 202-02-35 | removal of 10.2 m x 13.7 m brick bank teller building (rt. of sta. 10+239 polk street) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 202-02-36 | removal of 10.2 m x 13.7 m drive thru canopy (rt. of sta. 10+239 polk street) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 |
| 202-02-37 | removal of 18.3 m x 33.4 m brick building (lt. of sta. 10+250 polk street) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 30,000.00 | 30,000.00 | 8,000.00 | 8,000.00 |
| 202-02-38 | removal of 20.4 m x 26.4 m brick building (lt. of sta. 10+300 polk street) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 |
| 202-02-39 | removal of 11.7 m x 12.7 m single story wood frame residence (lt. of sta. 9+880 kings highway) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 202-02-40 | removal of 17.1 m x 3.8 m mobile home (rt. of sta. 9+884 kings highway) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 1,000.00 | 1,000.00 |
| 202-02-41 | removal of 19.1 m x 10.1 m single story wood frame residence (rt. of sta. 9+910 kings highway) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 202-02-42 | removal of 20.7 m x 13.0 m single story wood frame residence (rt. of sta. 9+928 kings highway) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 9,000.00 | 9,000.00 | 1,000.00 | 1,000.00 |
| 202-02-43 | removal of 23.3 m x 15.3 m moveable storage building (lt. of sta. 9+980 kings highway) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 12,000.00 | 12,000.00 | 1,000.00 | 1,000.00 |
| 202-02-44 | removal of 7.4 m x 11.2 m single story wood frame residence (lt. of sta. 10+100 miss. st.)(cont. non-friable asb.) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 3,500.00 | 3,500.00 | 1,000.00 | 1,000.00 |
| 202-02-45 | removal of 11.0 m x 9.6 m wood frame residence (lt. of sta. 10+055 clark street)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 4,500.00 | 4,500.00 | 1,000.00 | 1,000.00 |
| 202-07 | plugging existing water wells | 4 | each | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 203-01 | general excavation | 592,600 | cu m | 3.37 | 1,997,062.00 | 3.40 | 2,014,840.00 | 2.80 | 1,659,280.00 | 4.45 | 2,637,070.00 |
| 203-02 | drainage excavation | 53,661 | cu m | 10.51 | 563,977.11 | 6.00 | 321,966.00 | 6.20 | 332,698.20 | 7.00 | 375,627.00 |
| 203-03 | embankment | 704,527 | cu m | 7.00 | 4,931,689.00 | 6.30 | 4,438,520.10 | 12.20 | 8,595,229.40 | 6.00 | 4,227,162.00 |
| 203-04 | nonplastic embankment) | 27 | cu m | 20.00 | 540.00 | 300.00 | 8,100.00 | 160.00 | 4,320.00 | 400.00 | 10,800.00 |
| 203-07-B | borrow (vehicular measurement)(plastic soils) | 96 | cu m | 20.00 | 1,920.00 | 100.00 | 9,600.00 | 15.00 | 1,440.00 | 100.00 | 9,600.00 |
| 204-02 | temporary hay or straw bales | 2,347 | ea | 10.00 | 23,470.00 | 10.00 | 23,470.00 | 15.00 | 35,205.00 | 45.00 | 105,615.00 |
| 204-03 | temporary slope drains | 790 | ln m | 33.00 | 26,070.00 | 45.00 | 35,550.00 | 40.00 | 31,600.00 | 40.00 | 31,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 57 | ea | 100.00 | 5,700.00 | 150.00 | 8,550.00 | 120.00 | 6,840.00 | 750.00 | 42,750.00 |
| 204-05-B | temporary sediment check dams (stone) | 11 | ea | 500.00 | 5,500.00 | 700.00 | 7,700.00 | 500.00 | 5,500.00 | 1,450.00 | 15,950.00 |
| 204-06 | temporary silt fencing | 8,974 | ln m | 4.55 | 40,831.70 | 5.50 | 49,357.00 | 5.50 | 49,357.00 | 6.00 | 53,844.00 |
| 204-07 | temporary stone construction entrance | 6 | ea | 1,000.00 | 6,000.00 | 2,500.00 | 15,000.00 | 2,800.00 | 16,800.00 | 4,000.00 | 24,000.00 |
| 302-02-C-01 | class ii base course (200 mm thick)(soil cement) | 176,541.7 | sq m | 10.00 | 1,765,417.00 | 10.30 | 1,818,379.51 | 9.40 | 1,659,491.98 | 12.25 | 2,162,635.83 |
| 302-02-F-01 | class ii base course (300 mm thick)(stone or recycled pccp) |
6,947.0 | sq m | 29.00 | 201,463.00 | 38.00 | 263,986.00 | 25.00 | 173,675.00 | 35.00 | 243,145.00 |
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
176,541.7 | sq m | 9.75 | 1,721,281.58 | 11.50 | 2,030,229.55 | 8.80 | 1,553,566.96 | 11.00 | 1,941,958.70 |
| 304-05 | lime treatment (type e) | 1,630.84 | Mg | 1.00 | 1,630.84 | 250.00 | 407,710.00 | 60.00 | 97,850.40 | 168.00 | 273,981.12 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
582 | cu m | 95.00 | 55,290.00 | 100.00 | 58,200.00 | 55.00 | 32,010.00 | 120.00 | 69,840.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 10,000.0 | cu m | 1.00 | 10,000.00 | 55.00 | 550,000.00 | 48.00 | 480,000.00 | 63.00 | 630,000.00 |
| 502-01 | superpave asphaltic concrete | 4,492.2 | Mg | 100.00 | 449,220.00 | 130.00 | 583,986.00 | 110.00 | 494,142.00 | 132.00 | 592,970.40 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
209.4 | Mg | 110.00 | 23,034.00 | 240.00 | 50,256.00 | 120.00 | 25,128.00 | 220.00 | 46,068.00 |
| 509-01 | cold planing asphaltic pavement | 9,576 | sq m | 3.00 | 28,728.00 | 4.00 | 38,304.00 | 2.50 | 23,940.00 | 2.50 | 23,940.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 479 | cu m | 0.10 | - 47.90 | 0.01 | - 4.79 | 0.10 | - 47.90 | 0.01 | - 4.79 |
| 510-01-C | pavement patching (400 mm minimum thickness) | 252 | sq m | 112.00 | 28,224.00 | 140.00 | 35,280.00 | 180.00 | 45,360.00 | 200.00 | 50,400.00 |
| 510-02 | pavement widening (200 mm thickness) | 1,082.8 | sq m | 62.00 | 67,133.60 | 95.00 | 102,866.00 | 36.00 | 38,980.80 | 75.00 | 81,210.00 |
| 601-01-K | portland cement concrete pavement (250 mm thick) | 141,664.2 | sq m | 72.61 | 10,286,237.56 | 55.00 | 7,791,531.00 | 51.50 | 7,295,706.30 | 60.75 | 8,606,100.15 |
| 601-02-K | portland cement concrete pavement (250 mm thick) (crossovers & turnouts) |
10,367.7 | sq m | 95.00 | 984,931.50 | 70.00 | 725,739.00 | 64.00 | 663,532.80 | 75.00 | 777,577.50 |
| 601-03-A-K | portland cement concrete shoulder (125 mm thick - 250 mm thick) |
19,360.6 | sq m | 60.00 | 1,161,636.00 | 55.00 | 1,064,833.00 | 60.00 | 1,161,636.00 | 36.00 | 696,981.60 |
| 601-04 | portland cement concrete pavement coring | 215 | ea | 100.00 | 21,500.00 | 100.00 | 21,500.00 | 125.00 | 26,875.00 | 125.00 | 26,875.00 |
| 602-08 | grinding concrete pavement | 1,184.5 | sq m | 25.00 | 29,612.50 | 30.00 | 35,535.00 | 18.00 | 21,321.00 | 11.25 | 13,325.63 |
| 701-01-G | cross drain pipe (450 mm pcp/rcp) | 172.7 | ln m | 200.00 | 34,540.00 | 200.00 | 34,540.00 | 150.00 | 25,905.00 | 215.00 | 37,130.50 |
| 701-01-I | cross drain pipe (600 mm pcp/rcp) | 108.8 | ln m | 250.00 | 27,200.00 | 180.00 | 19,584.00 | 185.00 | 20,128.00 | 220.00 | 23,936.00 |
| 701-01-K | cross drain pipe (750 mm pcp/rcp) | 26.0 | ln m | 300.00 | 7,800.00 | 250.00 | 6,500.00 | 222.00 | 5,772.00 | 580.00 | 15,080.00 |
| 701-01-M | cross drain pipe (900 mm pcp/rcp) | 81.4 | ln m | 500.00 | 40,700.00 | 290.00 | 23,606.00 | 290.00 | 23,606.00 | 430.00 | 35,002.00 |
| 701-01-O | cross drain pipe (1200 mm pcp/rcp) | 47.3 | ln m | 600.00 | 28,380.00 | 470.00 | 22,231.00 | 465.00 | 21,994.50 | 615.00 | 29,089.50 |
| 701-01-P | cross drain pipe (1350 mm rcp) | 34.5 | ln m | 875.00 | 30,187.50 | 600.00 | 20,700.00 | 699.00 | 24,115.50 | 685.00 | 23,632.50 |
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 39.6 | ln m | 400.00 | 15,840.00 | 350.00 | 13,860.00 | 300.00 | 11,880.00 | 355.00 | 14,058.00 |
| 701-03-F | storm drain pipe (375 mm pcp/rcp) | 2,449.9 | ln m | 105.00 | 257,239.50 | 170.00 | 416,483.00 | 135.00 | 330,736.50 | 215.00 | 526,728.50 |
| 701-03-G | storm drain pipe (450 mm pcp/rcp) | 701.4 | ln m | 125.00 | 87,675.00 | 180.00 | 126,252.00 | 145.00 | 101,703.00 | 225.00 | 157,815.00 |
| 701-03-G-01 | storm drain pipe (450 mm cmp)(outfall) | 99.6 | ln m | 100.00 | 9,960.00 | 240.00 | 23,904.00 | 145.00 | 14,442.00 | 205.00 | 20,418.00 |
| 701-03-I | storm drain pipe (600 mm pcp/rcp) | 647.5 | ln m | 175.00 | 113,312.50 | 210.00 | 135,975.00 | 180.00 | 116,550.00 | 260.00 | 168,350.00 |
| 701-03-I-01 | storm drain pipe (600 mm cmp)(outfall) | 10.0 | ln m | 185.00 | 1,850.00 | 290.00 | 2,900.00 | 188.00 | 1,880.00 | 475.00 | 4,750.00 |
| 701-03-K | storm drain pipe (750 mm pcp/rcp) | 464.6 | ln m | 244.00 | 113,362.40 | 250.00 | 116,150.00 | 222.00 | 103,141.20 | 330.00 | 153,318.00 |
| 701-03-K-01 | storm drain pipe (750 mm cmp)(outfall) | 14.0 | ln m | 200.00 | 2,800.00 | 440.00 | 6,160.00 | 222.00 | 3,108.00 | 455.00 | 6,370.00 |
| 701-03-M | storm drain pipe (900 mm pcp/rcp) | 414.8 | ln m | 297.00 | 123,195.60 | 310.00 | 128,588.00 | 292.00 | 121,121.60 | 440.00 | 182,512.00 |
| 701-03-M-01 | storm drain pipe (900 mm cmp)(outfall) | 18.7 | ln m | 297.00 | 5,553.90 | 480.00 | 8,976.00 | 292.00 | 5,460.40 | 455.00 | 8,508.50 |
| 701-03-N | storm drain pipe (1050 mm pcp/rcp) | 100.6 | ln m | 400.00 | 40,240.00 | 440.00 | 44,264.00 | 388.00 | 39,032.80 | 545.00 | 54,827.00 |
| 701-03-N-01 | storm drain pipe (1050 mm cmp)(outfall) | 8.5 | ln m | 400.00 | 3,400.00 | 660.00 | 5,610.00 | 388.00 | 3,298.00 | 790.00 | 6,715.00 |
| 701-03-O | storm drain pipe (1200 mm pcp/rcp) | 195.3 | ln m | 500.00 | 97,650.00 | 490.00 | 95,697.00 | 472.00 | 92,181.60 | 650.00 | 126,945.00 |
| 701-03-O-01 | storm drain pipe (1200 mm cmp)(outfall) | 7.7 | ln m | 400.00 | 3,080.00 | 740.00 | 5,698.00 | 472.00 | 3,634.40 | 965.00 | 7,430.50 |
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 95.3 | ln m | 265.00 | 25,254.50 | 340.00 | 32,402.00 | 303.00 | 28,875.90 | 475.00 | 45,267.50 |
| 701-05-G | side drain pipe (450 mm) | 357.2 | ln m | 100.00 | 35,720.00 | 170.00 | 60,724.00 | 144.00 | 51,436.80 | 185.00 | 66,082.00 |
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 37.0 | ln m | 100.00 | 3,700.00 | 180.00 | 6,660.00 | 144.00 | 5,328.00 | 345.00 | 12,765.00 |
| 701-05-I | side drain pipe (600 mm) | 138.5 | ln m | 166.00 | 22,991.00 | 210.00 | 29,085.00 | 191.00 | 26,453.50 | 275.00 | 38,087.50 |
| 701-05-K | side drain pipe (750 mm) | 208.4 | ln m | 200.00 | 41,680.00 | 230.00 | 47,932.00 | 225.00 | 46,890.00 | 300.00 | 62,520.00 |
| 701-05-M | side drain pipe (900 mm) | 103.8 | ln m | 265.00 | 27,507.00 | 280.00 | 29,064.00 | 293.00 | 30,413.40 | 400.00 | 41,520.00 |
| 701-09 | fabricating pipe fittings | 4 | ea | 2,000.00 | 8,000.00 | 3,000.00 | 12,000.00 | 3,000.00 | 12,000.00 | 3,500.00 | 14,000.00 |
| 702-02-F | manholes (mh-01m) | 18 | ea | 3,900.00 | 70,200.00 | 4,400.00 | 79,200.00 | 3,800.00 | 68,400.00 | 5,000.00 | 90,000.00 |
| 702-02-G | manholes (r-cb-36) | 57 | ea | 3,100.00 | 176,700.00 | 4,400.00 | 250,800.00 | 2,500.00 | 142,500.00 | 2,500.00 | 142,500.00 |
| 702-02-H | manholes (special detail) | 4 | ea | 3,900.00 | 15,600.00 | 5,000.00 | 20,000.00 | 2,700.00 | 10,800.00 | 5,500.00 | 22,000.00 |
| 702-03-A | catch basins (cb-01m) | 70 | ea | 3,000.00 | 210,000.00 | 2,400.00 | 168,000.00 | 2,600.00 | 182,000.00 | 2,000.00 | 140,000.00 |
| 702-03-C | catch basins (cb-06m) | 123 | ea | 3,000.00 | 369,000.00 | 4,000.00 | 492,000.00 | 4,030.00 | 495,690.00 | 3,200.00 | 393,600.00 |
| 702-03-I | catch basins (double curb opening) | 57 | ea | 4,000.00 | 228,000.00 | 6,000.00 | 342,000.00 | 3,420.00 | 194,940.00 | 6,000.00 | 342,000.00 |
| 702-03-J | catch basins (paved gutter drain) | 59 | ea | 1,500.00 | 88,500.00 | 4,000.00 | 236,000.00 | 3,500.00 | 206,500.00 | 4,000.00 | 236,000.00 |
| 702-04-A | adjusting manholes | 9 | ea | 1,000.00 | 9,000.00 | 1,300.00 | 11,700.00 | 1,000.00 | 9,000.00 | 1,000.00 | 9,000.00 |
| 702-05-A | cross drain end treatment ((1 barrel, 600 mm rcp) | 2 | ea | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 1,022.00 | 2,044.00 | 2,000.00 | 4,000.00 |
| 702-05-B | cross drain end treatment (1 barrel, 750 mm rcp) | 2 | ea | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 1,725.00 | 3,450.00 | 2,500.00 | 5,000.00 |
| 702-05-C | cross drain end treatment (1 barrel, 750 mm equiv. rcpa) |
2 | ea | 3,000.00 | 6,000.00 | 2,500.00 | 5,000.00 | 2,333.00 | 4,666.00 | 2,500.00 | 5,000.00 |
| 702-05-D | cross drain end treatment (1 barrel, 900 mm rcp) | 2 | ea | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 2,333.00 | 4,666.00 | 3,000.00 | 6,000.00 |
| 702-05-E | cross drain end treatment (1 barrel, 1200 mm rcp) | 2 | ea | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 3,000.00 | 6,000.00 | 10,000.00 | 20,000.00 |
| 704-03 | blocked out guard rail | 405.77 | ln m | 72.50 | 29,418.33 | 80.00 | 32,461.60 | 60.00 | 24,346.20 | 60.00 | 24,346.20 |
| 704-08-B | guard rail transitions (double thrie beam) | 68.58 | ln m | 190.00 | 13,030.20 | 200.00 | 13,716.00 | 180.00 | 12,344.40 | 190.00 | 13,030.20 |
| 704-11-A | guard rail end treatment (flared) | 9 | ea | 2,200.00 | 19,800.00 | 3,000.00 | 27,000.00 | 2,200.00 | 19,800.00 | 2,000.00 | 18,000.00 |
| 705-01 | barbed wire fence | 2,498 | ln m | 14.50 | 36,221.00 | 22.00 | 54,956.00 | 25.00 | 62,450.00 | 20.00 | 49,960.00 |
| 705-02 | combination mesh & barbed wire fence | 225 | ln m | 16.50 | 3,712.50 | 25.00 | 5,625.00 | 28.00 | 6,300.00 | 21.00 | 4,725.00 |
| 705-04 | single swinging driveway gates | 2 | each | 450.00 | 900.00 | 800.00 | 1,600.00 | 700.00 | 1,400.00 | 585.00 | 1,170.00 |
| 705-05 | double swinging driveway gates | 13 | dbgt | 600.00 | 7,800.00 | 1,200.00 | 15,600.00 | 800.00 | 10,400.00 | 850.00 | 11,050.00 |
| 705-06-A | chain link fence (1200 mm height) | 894 | ln m | 37.00 | 33,078.00 | 60.00 | 53,640.00 | 80.00 | 71,520.00 | 55.00 | 49,170.00 |
| 705-06-B | chain link fence (1500 mm height) | 217 | ln m | 45.00 | 9,765.00 | 70.00 | 15,190.00 | 95.00 | 20,615.00 | 73.00 | 15,841.00 |
| 705-06-C | chain link fence (1800 mm height) | 353 | ln m | 52.00 | 18,356.00 | 75.00 | 26,475.00 | 102.00 | 36,006.00 | 85.00 | 30,005.00 |
| 705-08-A | 4.0-meter double gates for chain link fence (1200mm height) |
3 | dbgt | 700.00 | 2,100.00 | 1,200.00 | 3,600.00 | 1,800.00 | 5,400.00 | 1,100.00 | 3,300.00 |
| 705-08-C | 4.0-meter double gates for chain link fence (1800mm height) |
3 | dbgt | 900.00 | 2,700.00 | 1,600.00 | 4,800.00 | 2,400.00 | 7,200.00 | 1,200.00 | 3,600.00 |
| 706-01-A | concrete walk (100 mm thick) | 3,759.1 | sq m | 50.00 | 187,955.00 | 50.00 | 187,955.00 | 38.00 | 142,845.80 | 45.00 | 169,159.50 |
| 706-02-C | concrete drive (150 mm thick) | 7,691.8 | sq m | 60.00 | 461,508.00 | 57.00 | 438,432.60 | 50.00 | 384,590.00 | 55.00 | 423,049.00 |
| 706-03-A | incidental concrete paving (100 mm thick) | 29.0 | sq m | 100.00 | 2,900.00 | 100.00 | 2,900.00 | 60.00 | 1,740.00 | 250.00 | 7,250.00 |
| 706-03-C | incidental concrete paving (150 mm thick) | 2,409.0 | sq m | 60.00 | 144,540.00 | 65.00 | 156,585.00 | 93.00 | 224,037.00 | 55.00 | 132,495.00 |
| 707-01 | concrete curb | 8,248.2 | ln m | 5.00 | 41,241.00 | 20.00 | 164,964.00 | 8.00 | 65,985.60 | 10.00 | 82,482.00 |
| 707-03 | combination concrete curb & gutter | 208.9 | ln m | 66.00 | 13,787.40 | 100.00 | 20,890.00 | 65.00 | 13,578.50 | 75.00 | 15,667.50 |
| 708-01 | right-of-way monument | 275 | ea | 170.00 | 46,750.00 | 120.00 | 33,000.00 | 150.00 | 41,250.00 | 325.00 | 89,375.00 |
| 708-02 | right-of-way monument witness post | 135 | ea | 55.00 | 7,425.00 | 120.00 | 16,200.00 | 60.00 | 8,100.00 | 325.00 | 43,875.00 |
| 711-01-C | riprap (15 kg, 360 mm thick) | 11,376 | sq m | 60.00 | 682,560.00 | 50.00 | 568,800.00 | 57.00 | 648,432.00 | 44.00 | 500,544.00 |
| 711-01-D | riprap (25 kg, 450 mm thick) | 426 | sq m | 75.00 | 31,950.00 | 70.00 | 29,820.00 | 80.00 | 34,080.00 | 60.00 | 25,560.00 |
| 711-04 | geotextile fabric | 11,802 | sq m | 2.00 | 23,604.00 | 2.00 | 23,604.00 | 2.60 | 30,685.20 | 2.40 | 28,324.80 |
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 78 | sq m | 80.00 | 6,240.00 | 170.00 | 13,260.00 | 240.00 | 18,720.00 | 170.00 | 13,260.00 |
| 712-04 | flexible revetment | 2,400 | sq m | 75.00 | 180,000.00 | 55.00 | 132,000.00 | 70.00 | 168,000.00 | 55.00 | 132,000.00 |
| 713-01 | temporary signs & barricades | lump | lump | 300,000.00 | 300,000.00 | 400,000.00 | 400,000.00 | 220,000.00 | 220,000.00 | 800,000.00 | 800,000.00 |
| 713-03-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
2.010 | km | 500.00 | 1,005.00 | 550.00 | 1,105.50 | 222.00 | 446.22 | 500.00 | 1,005.00 |
| 713-03-B | temporary pavement markings (broken line)(100mm width) (3.0m length) |
0.267 | km | 220.00 | 58.74 | 300.00 | 80.10 | 292.00 | 77.96 | 600.00 | 160.20 |
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 35.621 | km | 550.00 | 19,591.55 | 350.00 | 12,467.35 | 344.00 | 12,253.62 | 400.00 | 14,248.40 |
| 713-08 | temporary precast concrete barrier (department furnished) |
11 | ea | 500.00 | 5,500.00 | 440.00 | 4,840.00 | 2,000.00 | 22,000.00 | 1,400.00 | 15,400.00 |
| 716-01-A | mulch (vegetative) | 128,558.0 | kg | 0.50 | 64,279.00 | 1.20 | 154,269.60 | 0.75 | 96,418.50 | 0.58 | 74,563.64 |
| 717-01 | seeding | 2,100 | kg | 15.40 | 32,340.00 | 19.00 | 39,900.00 | 15.00 | 31,500.00 | 18.50 | 38,850.00 |
| 718-01 | fertilizer | 67,200 | kg | 1.10 | 73,920.00 | 0.55 | 36,960.00 | 0.90 | 60,480.00 | 0.80 | 53,760.00 |
| 718-02 | agricultural lime | 52.5 | Mg | 135.00 | 7,087.50 | 130.00 | 6,825.00 | 145.00 | 7,612.50 | 175.00 | 9,187.50 |
| 720-01-A | erosion control system, slope protection (type a) | 40,039 | sq m | 1.35 | 54,052.65 | 1.60 | 64,062.40 | 1.33 | 53,251.87 | 1.40 | 56,054.60 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 8,372 | sq m | 1.53 | 12,809.16 | 1.60 | 13,395.20 | 1.49 | 12,474.28 | 2.90 | 24,278.80 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 7,347 | sq m | 1.53 | 11,240.91 | 1.60 | 11,755.20 | 1.51 | 11,093.97 | 2.90 | 21,306.30 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 4,828 | sq m | 1.53 | 7,386.84 | 3.00 | 14,484.00 | 1.51 | 7,290.28 | 4.00 | 19,312.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 2,788 | sq m | 1.53 | 4,265.64 | 4.40 | 12,267.20 | 7.00 | 19,516.00 | 4.00 | 11,152.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 | 200,000.00 | 200,000.00 |
| 725-01-A | temporary detour roads (6.0 m width) | 95.0 | ln m | 360.00 | 34,200.00 | 700.00 | 66,500.00 | 489.35 | 46,488.25 | 445.00 | 42,275.00 |
| 725-01-B | temporary detour roads (7.3 m width) | 303.6 | ln m | 408.00 | 123,868.80 | 700.00 | 212,520.00 | 504.41 | 153,138.88 | 500.00 | 151,800.00 |
| 725-01-C | temporary detour roads (11.4 m width) | 406.2 | ln m | 675.00 | 274,185.00 | 1,000.00 | 406,200.00 | 1,160.55 | 471,415.41 | 700.00 | 284,340.00 |
| 726-01 | bedding material | 4,768.1 | cu m | 75.00 | 357,607.50 | 90.00 | 429,129.00 | 78.00 | 371,911.80 | 100.00 | 476,810.00 |
| 727-01 | mobilization | lump | lump | 4,000,000.00 | 4,000,000.00 | 4,200,000.00 | 4,200,000.00 | 3,000,000.00 | 3,000,000.00 | 4,000,000.00 | 4,000,000.00 |
| 728-01-01 | jacked or bored pipe (400 mm sch. 40 steel casing) | 44.7 | ln m | 600.00 | 26,820.00 | 200.00 | 8,940.00 | 1,250.00 | 55,875.00 | 620.00 | 27,714.00 |
| 729-01 | sign (type a) | 9.00 | sq m | 330.00 | 2,970.00 | 100.00 | 900.00 | 300.00 | 2,700.00 | 350.00 | 3,150.00 |
| 729-16-C | object marker assembly (type 3) | 46 | ea | 100.00 | 4,600.00 | 100.00 | 4,600.00 | 70.00 | 3,220.00 | 85.00 | 3,910.00 |
| 729-19-A | dead end road installation (type a) | 4 | ea | 2,100.00 | 8,400.00 | 1,600.00 | 6,400.00 | 1,250.00 | 5,000.00 | 1,500.00 | 6,000.00 |
| 730-04 | jacking or bored casing (1" pec conduit, sch. 80) | 40 | ln m | 50.00 | 2,000.00 | 45.00 | 1,800.00 | 40.00 | 1,600.00 | 60.00 | 2,400.00 |
| 731-02 | reflectorized raised pavement markers | 7,186 | ea | 5.60 | 40,241.60 | 4.70 | 33,774.20 | 4.58 | 32,911.88 | 5.30 | 38,085.80 |
| 732-01-C | plastic pavement striping (200 mm width) | 912 | ln m | 3.00 | 2,736.00 | 2.60 | 2,371.20 | 2.47 | 2,252.64 | 2.80 | 2,553.60 |
| 732-01-D | plastic pavement striping (300 mm width) | 59 | ln m | 4.75 | 280.25 | 4.00 | 236.00 | 3.70 | 218.30 | 4.25 | 250.75 |
| 732-01-E | plastic pavement striping (600 mm width) | 845 | ln m | 9.10 | 7,689.50 | 8.00 | 6,760.00 | 7.39 | 6,244.55 | 8.50 | 7,182.50 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 41.585 | km | 1,800.00 | 74,853.00 | 1,300.00 | 54,060.50 | 1,273.49 | 52,958.08 | 1,400.00 | 58,219.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 8.468 | km | 460.00 | 3,895.28 | 380.00 | 3,217.84 | 356.58 | 3,019.52 | 400.00 | 3,387.20 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) (preformed marking tape) (type v) |
14.639 | km | 9,000.00 | 131,751.00 | 2,200.00 | 32,205.80 | 2,037.58 | 29,828.13 | 2,300.00 | 33,669.70 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 96 | ea | 200.00 | 19,200.00 | 150.00 | 14,400.00 | 137.54 | 13,203.84 | 155.00 | 14,880.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 6 | ea | 730.00 | 4,380.00 | 160.00 | 960.00 | 152.82 | 916.92 | 175.00 | 1,050.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 10 | ea | 250.00 | 2,500.00 | 150.00 | 1,500.00 | 137.54 | 1,375.40 | 155.00 | 1,550.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 4 | ea | 470.00 | 1,880.00 | 160.00 | 640.00 | 152.82 | 611.28 | 175.00 | 700.00 |
| 732-05 | removal of existing markings | 1.663 | km | 3,300.00 | 5,487.90 | 5,000.00 | 8,315.00 | 4,075.17 | 6,777.01 | 4,500.00 | 7,483.50 |
| 735-01 | mailboxes | 107 | each | 80.00 | 8,560.00 | 1.00 | 107.00 | 50.00 | 5,350.00 | 30.00 | 3,210.00 |
| 735-02 | mailbox supports (single) | 107 | each | 150.00 | 16,050.00 | 140.00 | 14,980.00 | 140.00 | 14,980.00 | 200.00 | 21,400.00 |
| 736-01 | trenching and backfilling | 546 | ln m | 11.00 | 6,006.00 | 10.00 | 5,460.00 | 10.00 | 5,460.00 | 11.00 | 6,006.00 |
| 736-04-01 | signal support (9.14 m steel strain pole) | 8 | ea | 8,300.00 | 66,400.00 | 8,000.00 | 64,000.00 | 8,000.00 | 64,000.00 | 9,200.00 | 73,600.00 |
| 736-04-02 | signal support (9.76 m steel strain pole) | 4 | ea | 8,300.00 | 33,200.00 | 8,000.00 | 32,000.00 | 8,000.00 | 32,000.00 | 9,200.00 | 36,800.00 |
| 736-05-01 | signal heads (3 section, ryg) | 16 | each | 1,400.00 | 22,400.00 | 1,400.00 | 22,400.00 | 1,300.00 | 20,800.00 | 1,500.00 | 24,000.00 |
| 736-05-02 | signal heads (5 section, r, lt. y, y, lt. g, g) | 9 | each | 2,100.00 | 18,900.00 | 2,200.00 | 19,800.00 | 1,900.00 | 17,100.00 | 2,200.00 | 19,800.00 |
| 736-05-03 | signal heads (5 section, r, rt. y, y, rt. g, g) | 2 | each | 2,100.00 | 4,200.00 | 2,200.00 | 4,400.00 | 1,900.00 | 3,800.00 | 2,200.00 | 4,400.00 |
| 736-06 | signal service | 3 | ea | 1,700.00 | 5,100.00 | 1,600.00 | 4,800.00 | 1,500.00 | 4,500.00 | 1,700.00 | 5,100.00 |
| 736-08 | signal controller | 3 | ea | 20,000.00 | 60,000.00 | 20,000.00 | 60,000.00 | 18,000.00 | 54,000.00 | 20,000.00 | 60,000.00 |
| 736-09 | loop detector (saw cut, loop wire, sealant) | 132 | ln m | 50.00 | 6,600.00 | 50.00 | 6,600.00 | 45.00 | 5,940.00 | 53.00 | 6,996.00 |
| 736-10-A | underground junction box (type d) | 6 | ea | 350.00 | 2,100.00 | 320.00 | 1,920.00 | 300.00 | 1,800.00 | 350.00 | 2,100.00 |
| 736-10-B | underground junction box (type e) | 6 | ea | 500.00 | 3,000.00 | 440.00 | 2,640.00 | 400.00 | 2,400.00 | 470.00 | 2,820.00 |
| 736-10-C | underground junction box (type f) | 6 | ea | 600.00 | 3,600.00 | 550.00 | 3,300.00 | 500.00 | 3,000.00 | 590.00 | 3,540.00 |
| 736-10-D | underground junction box (type h) | 3 | ea | 1,600.00 | 4,800.00 | 1,600.00 | 4,800.00 | 1,500.00 | 4,500.00 | 1,700.00 | 5,100.00 |
| 736-11-A | conduit (1" pec, sch. 80) | 530 | ln m | 5.00 | 2,650.00 | 4.40 | 2,332.00 | 4.00 | 2,120.00 | 4.50 | 2,385.00 |
| 736-11-B | conduit (3" pec, sch. 80) | 15 | ln m | 11.00 | 165.00 | 11.00 | 165.00 | 10.00 | 150.00 | 11.50 | 172.50 |
| 736-12-A | conductor (2c #14 awg, 600v, with outer shield) | 2,841 | ln m | 3.30 | 9,375.30 | 3.30 | 9,375.30 | 3.00 | 8,523.00 | 3.50 | 9,943.50 |
| 736-12-B | conductor (3c power, 6 gauge #6 awg) | 12 | ln m | 20.00 | 240.00 | 17.00 | 204.00 | 16.00 | 192.00 | 18.80 | 225.60 |
| 736-12-C | conductor (6c #14 awg, 600v) | 233 | ln m | 7.00 | 1,631.00 | 7.00 | 1,631.00 | 6.00 | 1,398.00 | 7.50 | 1,747.50 |
| 736-12-D | conductor (10c #14 awg, 600v) | 788 | ln m | 11.00 | 8,668.00 | 11.00 | 8,668.00 | 10.00 | 7,880.00 | 11.50 | 9,062.00 |
| 739-01 | hydro-seeding | 40.0 | hctr | 4,000.00 | 160,000.00 | 2,600.00 | 104,000.00 | 2,500.00 | 100,000.00 | 2,800.00 | 112,000.00 |
| 740-01 | construction layout | lump | lump | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 380,000.00 | 380,000.00 | 630,000.00 | 630,000.00 |
| 741-11 | adjusting water valve and meter box | 4 | ea | 300.00 | 1,200.00 | 600.00 | 2,400.00 | 300.00 | 1,200.00 | 1,000.00 | 4,000.00 |
| 742-01-A | sanitary sewer pipe (200 mm, pvc sdr 35) | 2,318 | ln m | 110.00 | 254,980.00 | 140.00 | 324,520.00 | 147.00 | 340,746.00 | 165.00 | 382,470.00 |
| 742-01-B | sanitary sewer pipe (250 mm, pvc sdr 35) | 33 | ln m | 110.00 | 3,630.00 | 250.00 | 8,250.00 | 154.00 | 5,082.00 | 175.00 | 5,775.00 |
| 742-01-C | sanitary sewer pipe (305 mm, pvc sdr 35) | 34 | ln m | 120.00 | 4,080.00 | 260.00 | 8,840.00 | 160.00 | 5,440.00 | 180.00 | 6,120.00 |
| 742-01-D | sanitary sewer pipe (200 mm, ductile iron) | 48 | ln m | 250.00 | 12,000.00 | 380.00 | 18,240.00 | 234.00 | 11,232.00 | 265.00 | 12,720.00 |
| 742-01-E | sanitary sewer pipe (250 mm, ductile iron) | 54 | ln m | 275.00 | 14,850.00 | 360.00 | 19,440.00 | 262.00 | 14,148.00 | 300.00 | 16,200.00 |
| 742-01-F | sanitary sewer pipe (305 mm, ductile iron) | 12 | ln m | 275.00 | 3,300.00 | 400.00 | 4,800.00 | 288.00 | 3,456.00 | 325.00 | 3,900.00 |
| 742-02 | adjusting sanitary sewer house connections | 105 | ea | 450.00 | 47,250.00 | 420.00 | 44,100.00 | 125.00 | 13,125.00 | 140.00 | 14,700.00 |
| 742-03 | adjusting sanitary sewer service lines | 1,176 | ln m | 50.00 | 58,800.00 | 42.00 | 49,392.00 | 36.00 | 42,336.00 | 42.00 | 49,392.00 |
| 804-01-B | precast concrete piles (350 mm) | 580.8 | ln m | 175.00 | 101,640.00 | 250.00 | 145,200.00 | 230.00 | 133,584.00 | 197.00 | 114,417.60 |
| 804-01-D | precast concrete piles (450 mm) | 1,360.0 | ln m | 228.00 | 310,080.00 | 250.00 | 340,000.00 | 285.00 | 387,600.00 | 215.00 | 292,400.00 |
| 804-01-F | precast concrete piles (600 mm) | 184.0 | ln m | 384.00 | 70,656.00 | 600.00 | 110,400.00 | 418.00 | 76,912.00 | 290.00 | 53,360.00 |
| 804-12-B | loading permanent piles (350 mm) | 1 | ea | 13,000.00 | 13,000.00 | 1,000.00 | 1,000.00 | 20,000.00 | 20,000.00 | 1,000.00 | 1,000.00 |
| 804-12-D | loading permanent piles (450 mm) | 1 | ea | 14,000.00 | 14,000.00 | 1,000.00 | 1,000.00 | 22,000.00 | 22,000.00 | 1,000.00 | 1,000.00 |
| 804-12-F | loading permanent piles (600 mm) | 1 | ea | 17,000.00 | 17,000.00 | 1,000.00 | 1,000.00 | 20,027.70 | 20,027.70 | 1,000.00 | 1,000.00 |
| 804-13-B | precast concrete indicator piles (350 mm) | 1 | ea | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 4,600.00 | 4,600.00 | 8,000.00 | 8,000.00 |
| 804-13-D | precast concrete indicator piles (450 mm) | 2 | ea | 13,300.00 | 26,600.00 | 11,000.00 | 22,000.00 | 7,000.00 | 14,000.00 | 15,000.00 | 30,000.00 |
| 804-13-F | precast concrete indicator piles (600 mm) | 2 | ea | 20,500.00 | 41,000.00 | 14,000.00 | 28,000.00 | 8,000.00 | 16,000.00 | 16,000.00 | 32,000.00 |
| 804-17 | dynamic monitoring | 5 | ea | 2,600.00 | 13,000.00 | 1,200.00 | 6,000.00 | 1,650.00 | 8,250.00 | 5,000.00 | 25,000.00 |
| 805-01 | class a concrete | 30.74 | cu m | 945.00 | 29,049.30 | 900.00 | 27,666.00 | 800.00 | 24,592.00 | 2,400.00 | 73,776.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 193.41 | cu m | 800.00 | 154,728.00 | 1,500.00 | 290,115.00 | 2,500.00 | 483,525.00 | 1,300.00 | 251,433.00 |
| 805-01-F | class a concrete (bents) | 342.24 | cu m | 950.00 | 325,128.00 | 1,000.00 | 342,240.00 | 1,228.54 | 420,455.53 | 1,100.00 | 376,464.00 |
| 805-03 | class aa concrete | 807.37 | cu m | 850.00 | 686,264.50 | 850.00 | 686,264.50 | 1,350.00 | 1,089,949.50 | 1,100.00 | 888,107.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 951.00 | ln m | 341.00 | 324,291.00 | 260.00 | 247,260.00 | 250.00 | 237,750.00 | 168.00 | 159,768.00 |
| 805-11 | strip seal joints | 97.40 | ln m | 671.00 | 65,355.40 | 480.00 | 46,752.00 | 500.00 | 48,700.00 | 475.00 | 46,265.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 255.00 | ln m | 1,000.00 | 255,000.00 | 800.00 | 204,000.00 | 750.00 | 191,250.00 | 925.00 | 235,875.00 |
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) | 128.40 | ln m | 2,000.00 | 256,800.00 | 1,800.00 | 231,120.00 | 1,650.00 | 211,860.00 | 1,800.00 | 231,120.00 |
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 359.00 | ln m | 2,137.00 | 767,183.00 | 1,800.00 | 646,200.00 | 1,750.00 | 628,250.00 | 2,000.00 | 718,000.00 |
| 805-12-Y | reinforced concrete box culverts (900 mm x 900 mm) | 167.00 | ln m | 550.00 | 91,850.00 | 550.00 | 91,850.00 | 700.00 | 116,900.00 | 750.00 | 125,250.00 |
| 806-01 | deformed reinforcing steel | 51,976 | kg | 2.25 | 116,946.00 | 2.00 | 103,952.00 | 2.30 | 119,544.80 | 1.85 | 96,155.60 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 107,847 | kg | 3.08 | 332,168.76 | 2.70 | 291,186.90 | 2.50 | 269,617.50 | 1.25 | 134,808.75 |
| 807-08 | structural metalwork | lump | lump | 34,000.00 | 34,000.00 | 8,000.00 | 8,000.00 | 19,000.00 | 19,000.00 | 15,000.00 | 15,000.00 |
| 810-01 | concrete railing (barrier) | 391.92 | ln m | 268.00 | 105,034.56 | 210.00 | 82,303.20 | 250.00 | 97,980.00 | 200.00 | 78,384.00 |
| 813-01 | concrete approach slabs | 1,682.40 | sq m | 255.00 | 429,012.00 | 230.00 | 386,952.00 | 275.00 | 462,660.00 | 255.00 | 429,012.00 |
| S-001 | video detector device and connection | 11 | each | 8,500.00 | 93,500.00 | 8,000.00 | 88,000.00 | 7,400.00 | 81,400.00 | 8,200.00 | 90,200.00 |
| S-002 | temporary sediment basin | lump | lump | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 |
| S-003 | temporary diversions associated with box culvert | lump | lump | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| S-004 | diversions associated with graded slopes | lump | lump | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 |
| S-005 | video detection system | lump | lump | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 |
| S-006 | field office | lump | lump | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 125,000.00 | 125,000.00 |
| S-007 | archaelogical construction monitoring | lump | lump | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| S-103 | impact attenuator (construction zone) | 2 | each | 20,000.00 | 40,000.00 | 24,000.00 | 48,000.00 | 16,000.00 | 32,000.00 | 20,000.00 | 40,000.00 |
| S-104 | retroreflective sheeting panels | lump | lump | 2,500.00 | 2,500.00 | 7,000.00 | 7,000.00 | 1,500.00 | 1,500.00 | 4,500.00 | 4,500.00 |
| S-105 | precast concrete piles (600 mm)(dotd furnished) | 592.0 | ln m | 245.00 | 145,040.00 | 400.00 | 236,800.00 | 240.00 | 142,080.00 | 130.00 | 76,960.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 42,426,114.61 | 42,616,118.26 | 42,994,229.76 | 43,412,711.98 | |||||||
| NUMBER OF DAYS BID AT $4,600 PER DAY. | 2,760,000.00 | 3,565,000.00 | 3,404,000.00 | 3,445,400.00 | |||||||
| TOTAL BID | 45,186,114.61 | 46,181,118.26 | 46,398,229.76 | 46,858,111.98 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - 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 | 800,000.00 | 800,000.00 | ||||||
| 202-01 | removal of structures and obstructions | lump | lump | 200,000.00 | 200,000.00 | ||||||
| 202-02-A | removal of 13.3 m x 30.5 m concrete slab span bridge (sta. 11+476) |
1 | ea | 35,000.00 | 35,000.00 | ||||||
| 202-02-B-01 | removal of box culvert (sta. 5+440; 1-1200 mm x 914 mm x 14.7 m) |
1 | ea | 3,000.00 | 3,000.00 | ||||||
| 202-02-B-02 | removal of box culvert (sta. 6+140; 1-609 mm x 609 mm x 14.2 m) |
1 | ea | 3,000.00 | 3,000.00 | ||||||
| 202-02-B-03 | removal of box culvert (sta. 5+559; 6-1800 mm x 1800 mm x 20.42 m) |
1 | ea | 20,000.00 | 20,000.00 | ||||||
| 202-02-B-04 | removal of box culvert (sta. 7+371; 2-1900 mm x 1066 mm x 53.65 m) |
1 | ea | 16,000.00 | 16,000.00 | ||||||
| 202-02-B-05 | removal of box culvert (sta. 9+150; 3-1800 mm x 1800 mm x 15.60 m) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-B-06 | removal of box culvert (sta. 9+869.500 (la 3103); 900 mm x 600 mm x 13.0 m) |
1 | ea | 2,800.00 | 2,800.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 52,670 | sq m | 6.00 | 316,020.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 9,132 | sq m | 10.00 | 91,320.00 | ||||||
| 202-02-E | removal of concrete curbs | 799.8 | ln m | 30.00 | 23,994.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 947.5 | ln m | 30.00 | 28,425.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 32,547.0 | sq m | 4.00 | 130,188.00 | ||||||
| 202-02-H | removal of guard rail | 124 | ln m | 10.00 | 1,240.00 | ||||||
| 202-02-01 | removal of 7.6 m x 19.0 m single story wood frame residence (rt. of sta. 5+115)(contains friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-02 | removal of 13.3 m x 16.8 m wood frame residence (lt. of sta. 5+236) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-03 | removal of 13.0 m x 14.6 m wood frame residence (rt. of sta. 5+5+371) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-04 | removal of 8.8 m x 22.8 m wood frame residence (rt. of sta. 5+756) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-05 | removal of 8.7 m x 22.5 m wood frame residence (rt. of sta. 5+778) (contains friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-06 | removal of 3.7 m x 5.5 m metal storage building (rt. of sta. 5+816) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-07 | removal of 9.9 m x 8.6 m wood frame residence (rt. of sta. 5+916)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-08 | removal of 12.5 m x 10.7 m single story concrete block building (rt. of sta. 6+408) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-09 | removal of 13.7 m x 8.7 m single story wood frame residence (lt. of sta. 6+532) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-10 | removal of 18.2 m x 4.1 m mobile home (rt. of sta. 6+682) |
1 | each | 500.00 | 500.00 | ||||||
| 202-02-11 | removal of 8.7 m x 14.2 m wood frame residence (rt. of sta. 6+850) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-12 | removal of 9.2 m x 15.4 m wood frame residence (rt. of sta. 5+886) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-13 | removal of 11.9 m x 19.3 m single story wood frame building (lt. of sta. 6+915) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-14 | removal of 8.8 m x 16.5 m wood frame residence (rt. of sta. 6+970) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-15 | removal of 8.7 m x 13.5 m wood frame building (rt. of sta. 7+040)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-16 | removal of 10.4 m x 12.0 m single story wood frame residence (rt. of sta. 7+070) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-17 | removal of wood frame building (rt. of sta. 7+228) | 1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-18 | removal of 7.5 m x 30.7 m metal gas canopy (rt. of sta. 7+400) |
1 | each | 500.00 | 500.00 | ||||||
| 202-02-19 | removal of 10.0 m x 12.4 m wood garage (lt. of sta. 7+450) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-20 | removal of 7.6 m x 13.9 m single story wood frame residence (rt. of sta. 7+555)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-21 | removal of 8.9 m x 14.7 m single story wood frame residence (lt. of sta. 7+632)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-22 | removal of wood frame building (lt. of sta. 7+650) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-23 | removal of 30.6 m x 9.1 m metal building (rt. of sta. 7+828) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-24 | removal of 18.5 m x 15.1 m metal building on slab (rt. of sta. 7+838) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-25 | removal of 3.2 m x 6.1 m metal portable building (rt. of sta. 7+855) |
1 | each | 50.00 | 50.00 | ||||||
| 202-02-26 | removal of 14.0 m x 19.8 m single story brick residence (rt. of sta. 8+130)(contains friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-27 | removal of 10.6 m x 18.6 m single story brick residence (rt. of sta. 8+200)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-28 | removal of 6.9 m x 9.2 m wood frame garage (rt. of sta. 8+209) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-29 | removal of 9.3 m x 9.4 m single story wood frame building (rt. of sta. 8+300) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-30 | removal of 3.0 m x 6.2 portable metal storage building (rt. of sta. 8+774) |
1 | each | 50.00 | 50.00 | ||||||
| 202-02-31 | removal of 17.9 m x 8.3 m abandoned wood frame building (rt. of sta. 9+423)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-32 | removal of 16.1 m x 14.9 m single story wood frame residence (lt. of sta. 10+102 mcenery street) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-33 | removal of storage building (lt. of sta. 10+102 mcenery street) |
1 | each | 50.00 | 50.00 | ||||||
| 202-02-34 | removal of 33.7 m x 35.8 m wood frame building (rt. of sta. 10+180 polk street)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-35 | removal of 10.2 m x 13.7 m brick bank teller building (rt. of sta. 10+239 polk street) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-36 | removal of 10.2 m x 13.7 m drive thru canopy (rt. of sta. 10+239 polk street) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-37 | removal of 18.3 m x 33.4 m brick building (lt. of sta. 10+250 polk street) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-38 | removal of 20.4 m x 26.4 m brick building (lt. of sta. 10+300 polk street) (contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-39 | removal of 11.7 m x 12.7 m single story wood frame residence (lt. of sta. 9+880 kings highway) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-40 | removal of 17.1 m x 3.8 m mobile home (rt. of sta. 9+884 kings highway) |
1 | each | 500.00 | 500.00 | ||||||
| 202-02-41 | removal of 19.1 m x 10.1 m single story wood frame residence (rt. of sta. 9+910 kings highway) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-42 | removal of 20.7 m x 13.0 m single story wood frame residence (rt. of sta. 9+928 kings highway) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-43 | removal of 23.3 m x 15.3 m moveable storage building (lt. of sta. 9+980 kings highway) |
1 | each | 50.00 | 50.00 | ||||||
| 202-02-44 | removal of 7.4 m x 11.2 m single story wood frame residence (lt. of sta. 10+100 miss. st.)(cont. non-friable asb.) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-02-45 | removal of 11.0 m x 9.6 m wood frame residence (lt. of sta. 10+055 clark street)(contains non-friable asbestos) |
1 | each | 1,000.00 | 1,000.00 | ||||||
| 202-07 | plugging existing water wells | 4 | each | 1,500.00 | 6,000.00 | ||||||
| 203-01 | general excavation | 592,600 | cu m | 5.00 | 2,963,000.00 | ||||||
| 203-02 | drainage excavation | 53,661 | cu m | 12.00 | 643,932.00 | ||||||
| 203-03 | embankment | 704,527 | cu m | 8.00 | 5,636,216.00 | ||||||
| 203-04 | nonplastic embankment) | 27 | cu m | 220.00 | 5,940.00 | ||||||
| 203-07-B | borrow (vehicular measurement)(plastic soils) | 96 | cu m | 40.00 | 3,840.00 | ||||||
| 204-02 | temporary hay or straw bales | 2,347 | ea | 14.00 | 32,858.00 | ||||||
| 204-03 | temporary slope drains | 790 | ln m | 42.00 | 33,180.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 57 | ea | 120.00 | 6,840.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 11 | ea | 500.00 | 5,500.00 | ||||||
| 204-06 | temporary silt fencing | 8,974 | ln m | 7.60 | 68,202.40 | ||||||
| 204-07 | temporary stone construction entrance | 6 | ea | 6,000.00 | 36,000.00 | ||||||
| 302-02-C-01 | class ii base course (200 mm thick)(soil cement) | 176,541.7 | sq m | 10.50 | 1,853,687.85 | ||||||
| 302-02-F-01 | class ii base course (300 mm thick)(stone or recycled pccp) |
6,947.0 | sq m | 35.00 | 243,145.00 | ||||||
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
176,541.7 | sq m | 12.00 | 2,118,500.40 | ||||||
| 304-05 | lime treatment (type e) | 1,630.84 | Mg | 200.00 | 326,168.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
582 | cu m | 105.00 | 61,110.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 10,000.0 | cu m | 80.00 | 800,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 4,492.2 | Mg | 135.63 | 609,277.09 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
209.4 | Mg | 248.15 | 51,962.61 | ||||||
| 509-01 | cold planing asphaltic pavement | 9,576 | sq m | 2.52 | 24,131.52 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 479 | cu m | 1.00 | - 479.00 | ||||||
| 510-01-C | pavement patching (400 mm minimum thickness) | 252 | sq m | 140.00 | 35,280.00 | ||||||
| 510-02 | pavement widening (200 mm thickness) | 1,082.8 | sq m | 85.00 | 92,038.00 | ||||||
| 601-01-K | portland cement concrete pavement (250 mm thick) | 141,664.2 | sq m | 62.50 | 8,854,012.50 | ||||||
| 601-02-K | portland cement concrete pavement (250 mm thick) (crossovers & turnouts) |
10,367.7 | sq m | 80.00 | 829,416.00 | ||||||
| 601-03-A-K | portland cement concrete shoulder (125 mm thick - 250 mm thick) |
19,360.6 | sq m | 60.00 | 1,161,636.00 | ||||||
| 601-04 | portland cement concrete pavement coring | 215 | ea | 70.00 | 15,050.00 | ||||||
| 602-08 | grinding concrete pavement | 1,184.5 | sq m | 30.00 | 35,535.00 | ||||||
| 701-01-G | cross drain pipe (450 mm pcp/rcp) | 172.7 | ln m | 170.00 | 29,359.00 | ||||||
| 701-01-I | cross drain pipe (600 mm pcp/rcp) | 108.8 | ln m | 220.00 | 23,936.00 | ||||||
| 701-01-K | cross drain pipe (750 mm pcp/rcp) | 26.0 | ln m | 310.00 | 8,060.00 | ||||||
| 701-01-M | cross drain pipe (900 mm pcp/rcp) | 81.4 | ln m | 345.00 | 28,083.00 | ||||||
| 701-01-O | cross drain pipe (1200 mm pcp/rcp) | 47.3 | ln m | 530.00 | 25,069.00 | ||||||
| 701-01-P | cross drain pipe (1350 mm rcp) | 34.5 | ln m | 780.00 | 26,910.00 | ||||||
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 39.6 | ln m | 400.00 | 15,840.00 | ||||||
| 701-03-F | storm drain pipe (375 mm pcp/rcp) | 2,449.9 | ln m | 160.00 | 391,984.00 | ||||||
| 701-03-G | storm drain pipe (450 mm pcp/rcp) | 701.4 | ln m | 170.00 | 119,238.00 | ||||||
| 701-03-G-01 | storm drain pipe (450 mm cmp)(outfall) | 99.6 | ln m | 170.00 | 16,932.00 | ||||||
| 701-03-I | storm drain pipe (600 mm pcp/rcp) | 647.5 | ln m | 220.00 | 142,450.00 | ||||||
| 701-03-I-01 | storm drain pipe (600 mm cmp)(outfall) | 10.0 | ln m | 220.00 | 2,200.00 | ||||||
| 701-03-K | storm drain pipe (750 mm pcp/rcp) | 464.6 | ln m | 260.00 | 120,796.00 | ||||||
| 701-03-K-01 | storm drain pipe (750 mm cmp)(outfall) | 14.0 | ln m | 260.00 | 3,640.00 | ||||||
| 701-03-M | storm drain pipe (900 mm pcp/rcp) | 414.8 | ln m | 335.00 | 138,958.00 | ||||||
| 701-03-M-01 | storm drain pipe (900 mm cmp)(outfall) | 18.7 | ln m | 335.00 | 6,264.50 | ||||||
| 701-03-N | storm drain pipe (1050 mm pcp/rcp) | 100.6 | ln m | 330.00 | 33,198.00 | ||||||
| 701-03-N-01 | storm drain pipe (1050 mm cmp)(outfall) | 8.5 | ln m | 330.00 | 2,805.00 | ||||||
| 701-03-O | storm drain pipe (1200 mm pcp/rcp) | 195.3 | ln m | 530.00 | 103,509.00 | ||||||
| 701-03-O-01 | storm drain pipe (1200 mm cmp)(outfall) | 7.7 | ln m | 530.00 | 4,081.00 | ||||||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 95.3 | ln m | 330.00 | 31,449.00 | ||||||
| 701-05-G | side drain pipe (450 mm) | 357.2 | ln m | 170.00 | 60,724.00 | ||||||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 37.0 | ln m | 170.00 | 6,290.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 138.5 | ln m | 220.00 | 30,470.00 | ||||||
| 701-05-K | side drain pipe (750 mm) | 208.4 | ln m | 350.00 | 72,940.00 | ||||||
| 701-05-M | side drain pipe (900 mm) | 103.8 | ln m | 335.00 | 34,773.00 | ||||||
| 701-09 | fabricating pipe fittings | 4 | ea | 2,000.00 | 8,000.00 | ||||||
| 702-02-F | manholes (mh-01m) | 18 | ea | 3,550.00 | 63,900.00 | ||||||
| 702-02-G | manholes (r-cb-36) | 57 | ea | 2,400.00 | 136,800.00 | ||||||
| 702-02-H | manholes (special detail) | 4 | ea | 12,500.00 | 50,000.00 | ||||||
| 702-03-A | catch basins (cb-01m) | 70 | ea | 2,450.00 | 171,500.00 | ||||||
| 702-03-C | catch basins (cb-06m) | 123 | ea | 1,830.00 | 225,090.00 | ||||||
| 702-03-I | catch basins (double curb opening) | 57 | ea | 3,050.00 | 173,850.00 | ||||||
| 702-03-J | catch basins (paved gutter drain) | 59 | ea | 4,000.00 | 236,000.00 | ||||||
| 702-04-A | adjusting manholes | 9 | ea | 2,270.00 | 20,430.00 | ||||||
| 702-05-A | cross drain end treatment ((1 barrel, 600 mm rcp) | 2 | ea | 1,100.00 | 2,200.00 | ||||||
| 702-05-B | cross drain end treatment (1 barrel, 750 mm rcp) | 2 | ea | 1,700.00 | 3,400.00 | ||||||
| 702-05-C | cross drain end treatment (1 barrel, 750 mm equiv. rcpa) |
2 | ea | 2,400.00 | 4,800.00 | ||||||
| 702-05-D | cross drain end treatment (1 barrel, 900 mm rcp) | 2 | ea | 2,400.00 | 4,800.00 | ||||||
| 702-05-E | cross drain end treatment (1 barrel, 1200 mm rcp) | 2 | ea | 4,000.00 | 8,000.00 | ||||||
| 704-03 | blocked out guard rail | 405.77 | ln m | 54.15 | 21,972.45 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 68.58 | ln m | 165.00 | 11,315.70 | ||||||
| 704-11-A | guard rail end treatment (flared) | 9 | ea | 1,875.00 | 16,875.00 | ||||||
| 705-01 | barbed wire fence | 2,498 | ln m | 18.45 | 46,088.10 | ||||||
| 705-02 | combination mesh & barbed wire fence | 225 | ln m | 20.12 | 4,527.00 | ||||||
| 705-04 | single swinging driveway gates | 2 | each | 450.00 | 900.00 | ||||||
| 705-05 | double swinging driveway gates | 13 | dbgt | 675.00 | 8,775.00 | ||||||
| 705-06-A | chain link fence (1200 mm height) | 894 | ln m | 57.35 | 51,270.90 | ||||||
| 705-06-B | chain link fence (1500 mm height) | 217 | ln m | 68.20 | 14,799.40 | ||||||
| 705-06-C | chain link fence (1800 mm height) | 353 | ln m | 86.80 | 30,640.40 | ||||||
| 705-08-A | 4.0-meter double gates for chain link fence (1200mm height) |
3 | dbgt | 800.00 | 2,400.00 | ||||||
| 705-08-C | 4.0-meter double gates for chain link fence (1800mm height) |
3 | dbgt | 1,250.00 | 3,750.00 | ||||||
| 706-01-A | concrete walk (100 mm thick) | 3,759.1 | sq m | 50.00 | 187,955.00 | ||||||
| 706-02-C | concrete drive (150 mm thick) | 7,691.8 | sq m | 50.00 | 384,590.00 | ||||||
| 706-03-A | incidental concrete paving (100 mm thick) | 29.0 | sq m | 65.00 | 1,885.00 | ||||||
| 706-03-C | incidental concrete paving (150 mm thick) | 2,409.0 | sq m | 45.00 | 108,405.00 | ||||||
| 707-01 | concrete curb | 8,248.2 | ln m | 5.00 | 41,241.00 | ||||||
| 707-03 | combination concrete curb & gutter | 208.9 | ln m | 82.00 | 17,129.80 | ||||||
| 708-01 | right-of-way monument | 275 | ea | 155.00 | 42,625.00 | ||||||
| 708-02 | right-of-way monument witness post | 135 | ea | 50.00 | 6,750.00 | ||||||
| 711-01-C | riprap (15 kg, 360 mm thick) | 11,376 | sq m | 60.00 | 682,560.00 | ||||||
| 711-01-D | riprap (25 kg, 450 mm thick) | 426 | sq m | 60.00 | 25,560.00 | ||||||
| 711-04 | geotextile fabric | 11,802 | sq m | 3.00 | 35,406.00 | ||||||
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 78 | sq m | 185.00 | 14,430.00 | ||||||
| 712-04 | flexible revetment | 2,400 | sq m | 75.00 | 180,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 150,000.00 | 150,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
2.010 | km | 300.00 | 603.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(100mm width) (3.0m length) |
0.267 | km | 246.03 | 65.69 | ||||||
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 35.621 | km | 492.01 | 17,525.89 | ||||||
| 713-08 | temporary precast concrete barrier (department furnished) |
11 | ea | 475.00 | 5,225.00 | ||||||
| 716-01-A | mulch (vegetative) | 128,558.0 | kg | 0.75 | 96,418.50 | ||||||
| 717-01 | seeding | 2,100 | kg | 17.60 | 36,960.00 | ||||||
| 718-01 | fertilizer | 67,200 | kg | 0.70 | 47,040.00 | ||||||
| 718-02 | agricultural lime | 52.5 | Mg | 90.00 | 4,725.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 40,039 | sq m | 1.32 | 52,851.48 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 8,372 | sq m | 1.92 | 16,074.24 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 7,347 | sq m | 1.92 | 14,106.24 | ||||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 4,828 | sq m | 2.62 | 12,649.36 | ||||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 2,788 | sq m | 2.90 | 8,085.20 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 30,000.00 | 30,000.00 | ||||||
| 725-01-A | temporary detour roads (6.0 m width) | 95.0 | ln m | 600.00 | 57,000.00 | ||||||
| 725-01-B | temporary detour roads (7.3 m width) | 303.6 | ln m | 600.00 | 182,160.00 | ||||||
| 725-01-C | temporary detour roads (11.4 m width) | 406.2 | ln m | 1,350.00 | 548,370.00 | ||||||
| 726-01 | bedding material | 4,768.1 | cu m | 80.00 | 381,448.00 | ||||||
| 727-01 | mobilization | lump | lump | 4,000,000.00 | 4,000,000.00 | ||||||
| 728-01-01 | jacked or bored pipe (400 mm sch. 40 steel casing) | 44.7 | ln m | 485.00 | 21,679.50 | ||||||
| 729-01 | sign (type a) | 9.00 | sq m | 300.00 | 2,700.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 46 | ea | 70.00 | 3,220.00 | ||||||
| 729-19-A | dead end road installation (type a) | 4 | ea | 1,250.00 | 5,000.00 | ||||||
| 730-04 | jacking or bored casing (1" pec conduit, sch. 80) | 40 | ln m | 40.00 | 1,600.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 7,186 | ea | 5.00 | 35,930.00 | ||||||
| 732-01-C | plastic pavement striping (200 mm width) | 912 | ln m | 3.30 | 3,009.60 | ||||||
| 732-01-D | plastic pavement striping (300 mm width) | 59 | ln m | 4.95 | 292.05 | ||||||
| 732-01-E | plastic pavement striping (600 mm width) | 845 | ln m | 9.90 | 8,365.50 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 41.585 | km | 1,697.00 | 70,569.75 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 8.468 | km | 493.00 | 4,174.72 | ||||||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) (preformed marking tape) (type v) |
14.639 | km | 3,259.00 | 47,708.50 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 96 | ea | 145.00 | 13,920.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 6 | ea | 165.00 | 990.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 10 | ea | 155.00 | 1,550.00 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 4 | ea | 400.00 | 1,600.00 | ||||||
| 732-05 | removal of existing markings | 1.663 | km | 10,000.00 | 16,630.00 | ||||||
| 735-01 | mailboxes | 107 | each | 1.00 | 107.00 | ||||||
| 735-02 | mailbox supports (single) | 107 | each | 130.00 | 13,910.00 | ||||||
| 736-01 | trenching and backfilling | 546 | ln m | 10.00 | 5,460.00 | ||||||
| 736-04-01 | signal support (9.14 m steel strain pole) | 8 | ea | 8,000.00 | 64,000.00 | ||||||
| 736-04-02 | signal support (9.76 m steel strain pole) | 4 | ea | 8,000.00 | 32,000.00 | ||||||
| 736-05-01 | signal heads (3 section, ryg) | 16 | each | 1,300.00 | 20,800.00 | ||||||
| 736-05-02 | signal heads (5 section, r, lt. y, y, lt. g, g) | 9 | each | 1,900.00 | 17,100.00 | ||||||
| 736-05-03 | signal heads (5 section, r, rt. y, y, rt. g, g) | 2 | each | 1,900.00 | 3,800.00 | ||||||
| 736-06 | signal service | 3 | ea | 1,500.00 | 4,500.00 | ||||||
| 736-08 | signal controller | 3 | ea | 18,000.00 | 54,000.00 | ||||||
| 736-09 | loop detector (saw cut, loop wire, sealant) | 132 | ln m | 45.00 | 5,940.00 | ||||||
| 736-10-A | underground junction box (type d) | 6 | ea | 300.00 | 1,800.00 | ||||||
| 736-10-B | underground junction box (type e) | 6 | ea | 400.00 | 2,400.00 | ||||||
| 736-10-C | underground junction box (type f) | 6 | ea | 500.00 | 3,000.00 | ||||||
| 736-10-D | underground junction box (type h) | 3 | ea | 1,500.00 | 4,500.00 | ||||||
| 736-11-A | conduit (1" pec, sch. 80) | 530 | ln m | 4.00 | 2,120.00 | ||||||
| 736-11-B | conduit (3" pec, sch. 80) | 15 | ln m | 10.00 | 150.00 | ||||||
| 736-12-A | conductor (2c #14 awg, 600v, with outer shield) | 2,841 | ln m | 3.00 | 8,523.00 | ||||||
| 736-12-B | conductor (3c power, 6 gauge #6 awg) | 12 | ln m | 16.00 | 192.00 | ||||||
| 736-12-C | conductor (6c #14 awg, 600v) | 233 | ln m | 6.50 | 1,514.50 | ||||||
| 736-12-D | conductor (10c #14 awg, 600v) | 788 | ln m | 10.00 | 7,880.00 | ||||||
| 739-01 | hydro-seeding | 40.0 | hctr | 2,450.00 | 98,000.00 | ||||||
| 740-01 | construction layout | lump | lump | 420,000.00 | 420,000.00 | ||||||
| 741-11 | adjusting water valve and meter box | 4 | ea | 512.44 | 2,049.76 | ||||||
| 742-01-A | sanitary sewer pipe (200 mm, pvc sdr 35) | 2,318 | ln m | 85.00 | 197,030.00 | ||||||
| 742-01-B | sanitary sewer pipe (250 mm, pvc sdr 35) | 33 | ln m | 95.00 | 3,135.00 | ||||||
| 742-01-C | sanitary sewer pipe (305 mm, pvc sdr 35) | 34 | ln m | 105.00 | 3,570.00 | ||||||
| 742-01-D | sanitary sewer pipe (200 mm, ductile iron) | 48 | ln m | 200.00 | 9,600.00 | ||||||
| 742-01-E | sanitary sewer pipe (250 mm, ductile iron) | 54 | ln m | 225.00 | 12,150.00 | ||||||
| 742-01-F | sanitary sewer pipe (305 mm, ductile iron) | 12 | ln m | 250.00 | 3,000.00 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 105 | ea | 275.00 | 28,875.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 1,176 | ln m | 36.00 | 42,336.00 | ||||||
| 804-01-B | precast concrete piles (350 mm) | 580.8 | ln m | 235.00 | 136,488.00 | ||||||
| 804-01-D | precast concrete piles (450 mm) | 1,360.0 | ln m | 210.00 | 285,600.00 | ||||||
| 804-01-F | precast concrete piles (600 mm) | 184.0 | ln m | 350.00 | 64,400.00 | ||||||
| 804-12-B | loading permanent piles (350 mm) | 1 | ea | 2,500.00 | 2,500.00 | ||||||
| 804-12-D | loading permanent piles (450 mm) | 1 | ea | 2,500.00 | 2,500.00 | ||||||
| 804-12-F | loading permanent piles (600 mm) | 1 | ea | 2,500.00 | 2,500.00 | ||||||
| 804-13-B | precast concrete indicator piles (350 mm) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 804-13-D | precast concrete indicator piles (450 mm) | 2 | ea | 10,000.00 | 20,000.00 | ||||||
| 804-13-F | precast concrete indicator piles (600 mm) | 2 | ea | 14,000.00 | 28,000.00 | ||||||
| 804-17 | dynamic monitoring | 5 | ea | 1,500.00 | 7,500.00 | ||||||
| 805-01 | class a concrete | 30.74 | cu m | 2,500.00 | 76,850.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 193.41 | cu m | 1,285.00 | 248,531.85 | ||||||
| 805-01-F | class a concrete (bents) | 342.24 | cu m | 815.00 | 278,925.60 | ||||||
| 805-03 | class aa concrete | 807.37 | cu m | 800.00 | 645,896.00 | ||||||
| 805-08-B | precast-prestressed concrete girders (type ii) | 951.00 | ln m | 270.00 | 256,770.00 | ||||||
| 805-11 | strip seal joints | 97.40 | ln m | 515.00 | 50,161.00 | ||||||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 255.00 | ln m | 770.00 | 196,350.00 | ||||||
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) | 128.40 | ln m | 1,700.00 | 218,280.00 | ||||||
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 359.00 | ln m | 1,800.00 | 646,200.00 | ||||||
| 805-12-Y | reinforced concrete box culverts (900 mm x 900 mm) | 167.00 | ln m | 750.00 | 125,250.00 | ||||||
| 806-01 | deformed reinforcing steel | 51,976 | kg | 2.05 | 106,550.80 | ||||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 107,847 | kg | 3.10 | 334,325.70 | ||||||
| 807-08 | structural metalwork | lump | lump | 5,000.00 | 5,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 391.92 | ln m | 215.00 | 84,262.80 | ||||||
| 813-01 | concrete approach slabs | 1,682.40 | sq m | 200.00 | 336,480.00 | ||||||
| S-001 | video detector device and connection | 11 | each | 7,500.00 | 82,500.00 | ||||||
| S-002 | temporary sediment basin | lump | lump | 10,000.00 | 10,000.00 | ||||||
| S-003 | temporary diversions associated with box culvert | lump | lump | 6,000.00 | 6,000.00 | ||||||
| S-004 | diversions associated with graded slopes | lump | lump | 35,000.00 | 35,000.00 | ||||||
| S-005 | video detection system | lump | lump | 5,000.00 | 5,000.00 | ||||||
| S-006 | field office | lump | lump | 70,000.00 | 70,000.00 | ||||||
| S-007 | archaelogical construction monitoring | lump | lump | 15,000.00 | 15,000.00 | ||||||
| S-103 | impact attenuator (construction zone) | 2 | each | 21,000.00 | 42,000.00 | ||||||
| S-104 | retroreflective sheeting panels | lump | lump | 3,000.00 | 3,000.00 | ||||||
| S-105 | precast concrete piles (600 mm)(dotd furnished) | 592.0 | ln m | 180.00 | 106,560.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 44,321,316.85 | ||||||||||
| NUMBER OF DAYS BID AT $4,600 PER DAY. | 3,565,000.00 | ||||||||||
| TOTAL BID | 47,886,316.85 | ||||||||||