| |||
| DBE GOAL FED | |||
| Lead Project: 022-06-0040 | |||
| Parish: CATAHOULA, CONCORDIA | |||
| Routes: US 84 | |||
| Description: BLACK RIVER BRIDGE AND APPROACHES,JONESVILLE, LA | |||
| Type Const:
grading, cold planing asph pvmt, class ii bc, drain struct, lime trmt, superpave acp, pccp, traffic signals, precast prestressed concrete girder span bridge and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $31,242,022.92 |
| 2 | 42076 | AUSTIN BRIDGE & ROAD, LP | $32,829,652.46 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $33,500,114.70 |
| 4 | 28665 | GILBERT SOUTHERN CORP | $34,237,756.23 |
| 5 | 09476 | KEY CONSTRUCTORS, INC. | $35,861,584.35 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - AUSTIN BRIDGE & ROAD, LP |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - GILBERT SOUTHERN CORP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 385,000.00 | 385,000.00 | 350,000.00 | 350,000.00 | 1,600,000.00 | 1,600,000.00 | 400,000.00 | 400,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 40,000.00 | 40,000.00 | 15,800.00 | 15,800.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 202-02-A | removal of bridges | 1 | ea | 800,000.00 | 800,000.00 | 2,000,000.00 | 2,000,000.00 | 800,000.00 | 800,000.00 | 500,000.00 | 500,000.00 |
| 202-02-B | removal of concrete box culverts (sta. 17+953; 1-1.22m x 1.22m x 21.61m r.c . box) |
1 | ea | 2,000.00 | 2,000.00 | 3,200.00 | 3,200.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 3,393 | sq m | 12.00 | 40,716.00 | 12.00 | 40,716.00 | 5.00 | 16,965.00 | 10.00 | 33,930.00 |
| 202-02-D | removal of concrete walks & drives | 6,478 | sq m | 8.00 | 51,824.00 | 12.00 | 77,736.00 | 5.00 | 32,390.00 | 8.00 | 51,824.00 |
| 202-02-F | removal of concrete combination curb & gutter | 87.0 | ln m | 26.00 | 2,262.00 | 26.00 | 2,262.00 | 25.00 | 2,175.00 | 20.00 | 1,740.00 |
| 202-02-G | removal of surfacing & stabilized base | 8,893.3 | sq m | 7.00 | 62,253.10 | 5.00 | 44,466.50 | 5.00 | 44,466.50 | 8.00 | 71,146.40 |
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 2,000.00 | 2,000.00 | 2,100.00 | 2,100.00 | 2,400.00 | 2,400.00 | 2,000.00 | 2,000.00 |
| 202-02-01 | removal of concrete slab (sta. 15+287, rt., 60 square meters) |
1 | ea | 500.00 | 500.00 | 500.00 | 500.00 | 800.00 | 800.00 | 500.00 | 500.00 |
| 202-02-02 | removal of concrete building (sta. 15+371, rt., 27 square meters) |
1 | ea | 900.00 | 900.00 | 500.00 | 500.00 | 800.00 | 800.00 | 500.00 | 500.00 |
| 202-02-03 | removal of 2-story brick building (sta. 15+404, lt., 335 square meters) |
1 | ea | 10,400.00 | 10,400.00 | 10,300.00 | 10,300.00 | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 |
| 202-02-04 | removal of 3" pipe fencing (sta. 15+404, lt.) | 1 | ea | 500.00 | 500.00 | 500.00 | 500.00 | 1,500.00 | 1,500.00 | 500.00 | 500.00 |
| 202-02-05 | removal of underground storage tank (sta. 15+462, approximately 4.5m rt.) |
1 | ea | 3,000.00 | 3,000.00 | 8,800.00 | 8,800.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 |
| 202-02-06 | removal of concrete slab (sta. 15+550, rt., 11 square meters) |
1 | ea | 50.00 | 50.00 | 100.00 | 100.00 | 400.00 | 400.00 | 50.00 | 50.00 |
| 202-02-07 | removal of brick building (sta. 15+575, 433 square meters) |
1 | ea | 6,400.00 | 6,400.00 | 7,700.00 | 7,700.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 |
| 202-02-08 | removal of sign (sta. 15+575, pipe material) | 1 | ea | 200.00 | 200.00 | 200.00 | 200.00 | 500.00 | 500.00 | 200.00 | 200.00 |
| 202-02-09 | removal of brick building (sta. 15+601, lt., 1300 square meters) |
1 | ea | 2,900.00 | 2,900.00 | 2,600.00 | 2,600.00 | 15,000.00 | 15,000.00 | 2,500.00 | 2,500.00 |
| 202-02-10 | removal of concrete cinderblock building (sta. 15+601, lt., 232 square mete rs) |
1 | ea | 700.00 | 700.00 | 300.00 | 300.00 | 5,000.00 | 5,000.00 | 300.00 | 300.00 |
| 202-02-11 | removal of underground storage tanks (located on parcel 3-1, 3000 gallon/ea ch) |
5 | ea | 4,000.00 | 20,000.00 | 8,800.00 | 44,000.00 | 10,000.00 | 50,000.00 | 8,500.00 | 42,500.00 |
| 202-02-12 | removal of undergound storage tanks (located on parcel 3-4) |
4 | ea | 4,000.00 | 16,000.00 | 8,800.00 | 35,200.00 | 10,000.00 | 40,000.00 | 8,500.00 | 34,000.00 |
| 202-02-13 | removal of concrete slab (sta. 15+659, lt., 1106 square meters) |
1 | ea | 2,000.00 | 2,000.00 | 2,100.00 | 2,100.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 202-02-14 | removal of metal storage building (sta. 15+705, rt., 28 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 800.00 | 800.00 | 300.00 | 300.00 |
| 202-02-15 | removal of metal/cinderblock building (sta. 15+730, 1300 square meters) |
1 | ea | 8,400.00 | 8,400.00 | 8,300.00 | 8,300.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 |
| 202-02-16 | removal of wood frame 2-story residence (sta. 15+830, rt., 285 square meter s) |
1 | ea | 2,400.00 | 2,400.00 | 2,600.00 | 2,600.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 202-02-17 | removal of dop pen (sta. 15+830, rt.ta. 15+830, rt., 6 square meters) |
1 | ea | 1.00 | 1.00 | 300.00 | 300.00 | 500.00 | 500.00 | 1.00 | 1.00 |
| 202-02-18 | removal of metal radio tower (sta. 17+250) | 1 | ea | 500.00 | 500.00 | 2,600.00 | 2,600.00 | 800.00 | 800.00 | 100.00 | 100.00 |
| 202-02-19 | removal of metal mobile home (immobilized)(sta. 17+460) | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 |
| 202-02-20 | removal of concrete slab (sta. 17+460, 13 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 500.00 | 500.00 | 300.00 | 300.00 |
| 202-02-21 | removal of wood carport (sta. 17+945, rt.) | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 100.00 | 100.00 |
| 202-02-22 | removal of garage (sta. 18+129, rt., 24 square meters) | 1 | ea | 500.00 | 500.00 | 500.00 | 500.00 | 800.00 | 800.00 | 500.00 | 500.00 |
| 202-02-23 | removal of fence and 2 gates (sta. 18+129, rt.) | 1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 800.00 | 800.00 | 300.00 | 300.00 |
| 202-02-24 | removal of building (sta. 18+300, rt., 372 square meters) |
1 | ea | 7,400.00 | 7,400.00 | 7,200.00 | 7,200.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-25 | removal of underground storage tanks (sta. 18+300, rt.) | 1 | ea | 4,000.00 | 4,000.00 | 8,800.00 | 8,800.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 |
| 202-02-26 | removal of concrete slab (sta. 18+300, rt., 11 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 500.00 | 500.00 | 300.00 | 300.00 |
| 202-02-27 | removal of canopy (sta. 18+300, rt., 78 square meters) | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 |
| 202-02-28 | removal of dispensing pump (sta. 18+300, rt.) | 1 | ea | 500.00 | 500.00 | 4,600.00 | 4,600.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 |
| 202-02-29 | removal of coin operated vacuums (sta. 18+344, rt.) | 1 | ea | 200.00 | 200.00 | 200.00 | 200.00 | 400.00 | 400.00 | 200.00 | 200.00 |
| 202-02-30 | removal of cinderblock car wash bay (sta. 18+344, rt.) | 1 | ea | 3,000.00 | 3,000.00 | 3,100.00 | 3,100.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 |
| 202-02-31 | removal of underground storage tanks (located on parcel 10-11, 4000 gallon/ each) |
4 | ea | 4,000.00 | 16,000.00 | 8,800.00 | 35,200.00 | 10,000.00 | 40,000.00 | 8,500.00 | 34,000.00 |
| 202-02-32 | removal of sign frame (sta. 18+400, rt.) | 1 | ea | 200.00 | 200.00 | 200.00 | 200.00 | 400.00 | 400.00 | 200.00 | 200.00 |
| 202-02-33 | removal of mobile home (sta. 1+105, rt. 75 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 1,500.00 | 1,500.00 | 300.00 | 300.00 |
| 202-02-34 | removal of storage building (sta. 1+163, rt., 24 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 800.00 | 800.00 | 300.00 | 300.00 |
| 202-02-35 | removal of metal mobile home (sta. 1+212, rt. 58 square meters) |
1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 |
| 202-02-36 | removal of storage building (sta. 1+270, rt., 6 square meters) |
1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 400.00 | 400.00 | 100.00 | 100.00 |
| 202-02-37 | removal of storage building (sta. 1+350, rt., 13 square meters) |
1 | ea | 200.00 | 200.00 | 200.00 | 200.00 | 400.00 | 400.00 | 200.00 | 200.00 |
| 202-02-38 | removal of storage building (sta. 1+352, rt., 22 square meters) |
1 | ea | 300.00 | 300.00 | 300.00 | 300.00 | 800.00 | 800.00 | 300.00 | 300.00 |
| 202-02-39 | removal of pig pen (sta. 1+370, rt., 14 square meters) | 1 | ea | 0.01 | 0.01 | 300.00 | 300.00 | 400.00 | 400.00 | 1.00 | 1.00 |
| 202-05 | excavation, disposal and backfilling of contaminated soil (parcel 1-2, (3)1 000 gallon ust's) |
130 | cu m | 85.00 | 11,050.00 | 200.00 | 26,000.00 | 225.00 | 29,250.00 | 250.00 | 32,500.00 |
| 202-06 | removal and disposal of contaminated fluid | 60,000 | l | 1.00 | 60,000.00 | 1.60 | 96,000.00 | 0.60 | 36,000.00 | 1.50 | 90,000.00 |
| 203-01 | general excavation | 62,245 | cu m | 7.00 | 435,715.00 | 5.00 | 311,225.00 | 8.00 | 497,960.00 | 10.00 | 622,450.00 |
| 203-02 | drainage excavation | 418 | cu m | 16.00 | 6,688.00 | 8.00 | 3,344.00 | 8.00 | 3,344.00 | 10.00 | 4,180.00 |
| 203-03 | muck excavation | 28,000 | cu m | 15.00 | 420,000.00 | 7.00 | 196,000.00 | 11.00 | 308,000.00 | 10.00 | 280,000.00 |
| 203-04 | embankment | 165,799 | cu m | 15.50 | 2,569,884.50 | 10.00 | 1,657,990.00 | 20.00 | 3,315,980.00 | 15.00 | 2,486,985.00 |
| 204-02 | temporary hay or straw bales | 10 | ea | 10.00 | 100.00 | 10.00 | 100.00 | 100.00 | 1,000.00 | 6.00 | 60.00 |
| 204-05-A | temporary sediment check dams (hay) | 10 | ea | 150.00 | 1,500.00 | 206.00 | 2,060.00 | 500.00 | 5,000.00 | 85.00 | 850.00 |
| 204-06 | temporary silt fencing | 1,800 | ln m | 4.00 | 7,200.00 | 4.00 | 7,200.00 | 10.00 | 18,000.00 | 3.00 | 5,400.00 |
| 302-02-B | class ii base course (220mm thick) | 3,240.9 | sq m | 24.00 | 77,781.60 | 36.00 | 116,672.40 | 25.00 | 81,022.50 | 15.00 | 48,613.50 |
| 302-02-C | class ii base course (250mm thick) | 12,047.2 | sq m | 26.00 | 313,227.20 | 30.00 | 361,416.00 | 25.00 | 301,180.00 | 23.00 | 277,085.60 |
| 302-02-D | class ii base course (300mm thick) | 36,342.0 | sq m | 32.00 | 1,162,944.00 | 33.00 | 1,199,286.00 | 30.00 | 1,090,260.00 | 25.00 | 908,550.00 |
| 304-01 | lime | 354.00 | Mg | 150.00 | 53,100.00 | 155.00 | 54,870.00 | 150.00 | 53,100.00 | 150.00 | 53,100.00 |
| 304-04-B | lime treatment (type d) (220mm thick) | 1,059 | sq m | 4.00 | 4,236.00 | 6.00 | 6,354.00 | 5.00 | 5,295.00 | 5.00 | 5,295.00 |
| 304-04-D | lime treatment (type d) (300mm thick) | 22,601 | sq m | 3.00 | 67,803.00 | 5.00 | 113,005.00 | 5.00 | 113,005.00 | 3.00 | 67,803.00 |
| 401-01 | aggregate surface course (net section) | 47.1 | cu m | 75.00 | 3,532.50 | 75.00 | 3,532.50 | 100.00 | 4,710.00 | 60.00 | 2,826.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 490.0 | cu m | 95.00 | 46,550.00 | 66.00 | 32,340.00 | 100.00 | 49,000.00 | 40.00 | 19,600.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 400.0 | cu m | 115.00 | 46,000.00 | 103.00 | 41,200.00 | 70.00 | 28,000.00 | 80.00 | 32,000.00 |
| 502-01 | superpave asphaltic concrete | 21,970.0 | Mg | 85.00 | 1,867,450.00 | 88.00 | 1,933,360.00 | 75.00 | 1,647,750.00 | 85.00 | 1,867,450.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
196.9 | Mg | 185.00 | 36,426.50 | 191.00 | 37,607.90 | 300.00 | 59,070.00 | 185.00 | 36,426.50 |
| 509-01 | cold planing asphaltic pavement | 4,559 | sq m | 3.00 | 13,677.00 | 3.00 | 13,677.00 | 5.00 | 22,795.00 | 2.00 | 9,118.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 114 | cu m | 0.01 | - 1.14 | 1.00 | - 114.00 | 1.00 | - 114.00 | 1.05 | - 119.70 |
| 601-01-K | portland cement concrete pavement (250mm thick) | 9,122.2 | sq m | 90.00 | 820,998.00 | 73.00 | 665,920.60 | 75.00 | 684,165.00 | 57.00 | 519,965.40 |
| 601-02-K | portland cement concrete pavement (250mm thick) (crossovers & turnouts) |
1,964.2 | sq m | 90.00 | 176,778.00 | 75.00 | 147,315.00 | 95.00 | 186,599.00 | 60.00 | 117,852.00 |
| 701-01-I | cross drain pipe (600mm rcp/pcp) | 104.5 | ln m | 240.00 | 25,080.00 | 210.00 | 21,945.00 | 250.00 | 26,125.00 | 200.00 | 20,900.00 |
| 701-02-E | cross drain pipe arch (750mm equiv. rcpa) | 60.0 | ln m | 350.00 | 21,000.00 | 250.00 | 15,000.00 | 300.00 | 18,000.00 | 240.00 | 14,400.00 |
| 701-02-H | cross drain pipe arch (1200mm equiv. rcpa) | 320.0 | ln m | 540.00 | 172,800.00 | 550.00 | 176,000.00 | 550.00 | 176,000.00 | 520.00 | 166,400.00 |
| 701-03-F | storm drain pipe (375mm rcp/pcp) | 450.6 | ln m | 150.00 | 67,590.00 | 130.00 | 58,578.00 | 150.00 | 67,590.00 | 120.00 | 54,072.00 |
| 701-03-G | storm drain pipe (450mm rcp/pcp) | 243.8 | ln m | 165.00 | 40,227.00 | 150.00 | 36,570.00 | 190.00 | 46,322.00 | 140.00 | 34,132.00 |
| 701-03-I | storm drain pipe (600mm rcp/pcp) | 143.2 | ln m | 240.00 | 34,368.00 | 190.00 | 27,208.00 | 260.00 | 37,232.00 | 180.00 | 25,776.00 |
| 701-03-K | storm drain pipe (750mm rcp/pcp) | 207.8 | ln m | 260.00 | 54,028.00 | 260.00 | 54,028.00 | 300.00 | 62,340.00 | 250.00 | 51,950.00 |
| 701-03-N | storm drain pipe (1050mm rcp/pcp) | 300.4 | ln m | 465.00 | 139,686.00 | 470.00 | 141,188.00 | 500.00 | 150,200.00 | 450.00 | 135,180.00 |
| 701-03-O | storm drain pipe (1200mm rcp/pcp) | 79.0 | ln m | 535.00 | 42,265.00 | 580.00 | 45,820.00 | 750.00 | 59,250.00 | 550.00 | 43,450.00 |
| 701-03-Q | storm drain pipe (1500mm rcp/pcp) | 41.7 | ln m | 810.00 | 33,777.00 | 790.00 | 32,943.00 | 800.00 | 33,360.00 | 750.00 | 31,275.00 |
| 701-05-G | side drain pipe (450mm) | 128.9 | ln m | 175.00 | 22,557.50 | 150.00 | 19,335.00 | 200.00 | 25,780.00 | 140.00 | 18,046.00 |
| 702-02-F | manholes (mh-01) | 8 | ea | 4,500.00 | 36,000.00 | 3,400.00 | 27,200.00 | 3,000.00 | 24,000.00 | 3,200.00 | 25,600.00 |
| 702-03-A | catch basins (cb-01) | 13 | ea | 3,100.00 | 40,300.00 | 3,400.00 | 44,200.00 | 3,000.00 | 39,000.00 | 3,200.00 | 41,600.00 |
| 702-03-B | catch basins (cb-02) | 3 | ea | 3,600.00 | 10,800.00 | 5,900.00 | 17,700.00 | 7,500.00 | 22,500.00 | 5,600.00 | 16,800.00 |
| 702-03-C | catch basins (cb-06) | 24 | ea | 3,150.00 | 75,600.00 | 4,200.00 | 100,800.00 | 4,500.00 | 108,000.00 | 4,000.00 | 96,000.00 |
| 702-03-D | catch basins (cb-07) | 2 | ea | 3,500.00 | 7,000.00 | 5,500.00 | 11,000.00 | 6,000.00 | 12,000.00 | 5,200.00 | 10,400.00 |
| 702-03-F | catch basins (cb-08) | 9 | ea | 5,600.00 | 50,400.00 | 7,500.00 | 67,500.00 | 9,000.00 | 81,000.00 | 7,100.00 | 63,900.00 |
| 702-03-G | catch basins (cb-09) | 2 | ea | 3,900.00 | 7,800.00 | 5,600.00 | 11,200.00 | 8,000.00 | 16,000.00 | 5,300.00 | 10,600.00 |
| 702-04-A | adjusting manholes | 3 | ea | 1,600.00 | 4,800.00 | 1,100.00 | 3,300.00 | 2,000.00 | 6,000.00 | 1,000.00 | 3,000.00 |
| 704-03 | blocked out guard rail | 68.58 | ln m | 55.00 | 3,771.90 | 62.00 | 4,251.96 | 65.00 | 4,457.70 | 60.00 | 4,114.80 |
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 175.00 | 2,667.00 | 160.00 | 2,438.40 | 165.00 | 2,514.60 | 150.00 | 2,286.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,000.00 | 4,000.00 | 2,600.00 | 5,200.00 | 2,600.00 | 5,200.00 | 2,500.00 | 5,000.00 |
| 705-02 | combination mesh & barbed wire fence | 140 | ln m | 20.00 | 2,800.00 | 18.40 | 2,576.00 | 20.00 | 2,800.00 | 18.00 | 2,520.00 |
| 705-06-C | chain link fence (1800mm height) | 601 | ln m | 70.00 | 42,070.00 | 61.00 | 36,661.00 | 65.00 | 39,065.00 | 60.00 | 36,060.00 |
| 706-02-C | concrete drive (150mm thick) | 870.0 | sq m | 50.00 | 43,500.00 | 69.00 | 60,030.00 | 55.00 | 47,850.00 | 50.00 | 43,500.00 |
| 706-03-C | incidental concrete paving (150mm thick) | 22.5 | sq m | 100.00 | 2,250.00 | 110.00 | 2,475.00 | 200.00 | 4,500.00 | 100.00 | 2,250.00 |
| 707-01 | concrete curb | 1,098.2 | ln m | 30.00 | 32,946.00 | 7.00 | 7,687.40 | 30.00 | 32,946.00 | 20.00 | 21,964.00 |
| 707-03 | combination concrete curb & gutter | 357.7 | ln m | 55.00 | 19,673.50 | 100.00 | 35,770.00 | 120.00 | 42,924.00 | 50.00 | 17,885.00 |
| 708-01 | right-of-way monument | 89 | ea | 150.00 | 13,350.00 | 300.00 | 26,700.00 | 300.00 | 26,700.00 | 150.00 | 13,350.00 |
| 708-02 | right-of-way monument witness post | 44 | ea | 150.00 | 6,600.00 | 200.00 | 8,800.00 | 300.00 | 13,200.00 | 150.00 | 6,600.00 |
| 711-01-D | riprap (25 kg, 300mm thick) | 1,499 | sq m | 45.00 | 67,455.00 | 49.00 | 73,451.00 | 60.00 | 89,940.00 | 50.00 | 74,950.00 |
| 711-04 | geotextile fabric | 1,499 | sq m | 4.00 | 5,996.00 | 2.00 | 2,998.00 | 4.00 | 5,996.00 | 4.00 | 5,996.00 |
| 712-01-A | concrete cast-in-place revetment (100mm thick) | 736.0 | sq m | 60.00 | 44,160.00 | 66.00 | 48,576.00 | 100.00 | 73,600.00 | 100.00 | 73,600.00 |
| 713-01 | temporary signs & barricades | lump | lump | 125,000.00 | 125,000.00 | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 |
| 713-03-A | temporary pavement markings (100mm width) | 2,400 | ln m | 1.00 | 2,400.00 | 1.00 | 2,400.00 | 1.00 | 2,400.00 | 0.65 | 1,560.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
1.600 | km | 8,900.00 | 14,240.00 | 9,200.00 | 14,720.00 | 9,000.00 | 14,400.00 | 8,200.00 | 13,120.00 |
| 716-01-A | mulch (vegetative) | 19.3 | hctr | 1,500.00 | 28,950.00 | 1,900.00 | 36,670.00 | 1,600.00 | 30,880.00 | 935.00 | 18,045.50 |
| 717-01 | seeding | 1,130 | kg | 16.00 | 18,080.00 | 19.00 | 21,470.00 | 20.00 | 22,600.00 | 16.50 | 18,645.00 |
| 718-01 | fertilizer | 21,627 | kg | 0.50 | 10,813.50 | 0.70 | 15,138.90 | 0.60 | 12,976.20 | 0.50 | 10,813.50 |
| 722-01 | project site laboratory | 1 | ea | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 24,000.00 | 24,000.00 | 10,000.00 | 10,000.00 |
| 724-01-B | pavement patching (300mm minimum thickness) | 330 | sq m | 150.00 | 49,500.00 | 110.00 | 36,300.00 | 160.00 | 52,800.00 | 50.00 | 16,500.00 |
| 725-02 | temporary detour roads | 524.8 | sq m | 90.00 | 47,232.00 | 103.00 | 54,054.40 | 65.00 | 34,112.00 | 50.00 | 26,240.00 |
| 726-01 | bedding material | 1,579.1 | cu m | 75.00 | 118,432.50 | 59.00 | 93,166.90 | 100.00 | 157,910.00 | 50.00 | 78,955.00 |
| 727-01 | mobilization | lump | lump | 2,500,000.00 | 2,500,000.00 | 3,250,000.00 | 3,250,000.00 | 3,200,000.00 | 3,200,000.00 | 3,400,000.00 | 3,400,000.00 |
| 729-01 | sign (type a) | 3.72 | sq m | 150.00 | 558.00 | 130.00 | 483.60 | 150.00 | 558.00 | 125.00 | 465.00 |
| 729-16-C | object marker assembly (type 3) | 30 | ea | 80.00 | 2,400.00 | 72.00 | 2,160.00 | 85.00 | 2,550.00 | 70.00 | 2,100.00 |
| 729-17 | milepost assembly (ground mounted) | 8 | ea | 115.00 | 920.00 | 120.00 | 960.00 | 130.00 | 1,040.00 | 115.00 | 920.00 |
| 729-19-B | dead end road installation (type b) | 1 | ea | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 |
| 729-19-C | dead end road installation (type c) | 4 | ea | 450.00 | 1,800.00 | 600.00 | 2,400.00 | 600.00 | 2,400.00 | 550.00 | 2,200.00 |
| 729-21 | u-channel post | 4 | ea | 80.00 | 320.00 | 77.00 | 308.00 | 85.00 | 340.00 | 75.00 | 300.00 |
| 731-01 | nonreflectorized raised pavement markers | 1,020 | ea | 10.00 | 10,200.00 | 10.00 | 10,200.00 | 15.00 | 15,300.00 | 14.00 | 14,280.00 |
| 731-02 | reflectorized raised pavement markers | 993 | ea | 5.00 | 4,965.00 | 5.00 | 4,965.00 | 6.00 | 5,958.00 | 5.50 | 5,461.50 |
| 732-01-B | plastic pavement striping (150mm width) | 140 | ln m | 2.00 | 280.00 | 2.00 | 280.00 | 2.50 | 350.00 | 2.00 | 280.00 |
| 732-01-C | plastic pavement striping (200mm width) | 160 | ln m | 3.00 | 480.00 | 3.00 | 480.00 | 4.00 | 640.00 | 3.00 | 480.00 |
| 732-01-D | plastic pavement striping (300mm width) | 130 | ln m | 4.00 | 520.00 | 4.00 | 520.00 | 5.00 | 650.00 | 4.00 | 520.00 |
| 732-02-A | plastic pavement striping (solid line)(100mm width) | 15.256 | km | 1,200.00 | 18,307.20 | 1,200.00 | 18,307.20 | 1,600.00 | 24,409.60 | 1,500.00 | 22,884.00 |
| 732-02-E | plastic pavement striping (solid line)(600mm width) | 0.497 | km | 7,800.00 | 3,876.60 | 8,100.00 | 4,025.70 | 9,500.00 | 4,721.50 | 9,000.00 | 4,473.00 |
| 732-03-A | plastic pavement striping (broken line)(100mm width) | 6.891 | km | 500.00 | 3,445.50 | 500.00 | 3,445.50 | 1,400.00 | 9,647.40 | 1,300.00 | 8,958.30 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 14 | ea | 125.00 | 1,750.00 | 130.00 | 1,820.00 | 200.00 | 2,800.00 | 150.00 | 2,100.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | ea | 200.00 | 200.00 | 210.00 | 210.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 15 | ea | 150.00 | 2,250.00 | 150.00 | 2,250.00 | 200.00 | 3,000.00 | 155.00 | 2,325.00 |
| 735-01 | mailboxes | 20 | ea | 75.00 | 1,500.00 | 26.00 | 520.00 | 100.00 | 2,000.00 | 10.00 | 200.00 |
| 735-02 | mailbox supports (single) | 20 | ea | 300.00 | 6,000.00 | 155.00 | 3,100.00 | 200.00 | 4,000.00 | 100.00 | 2,000.00 |
| 736-01 | trenching and backfilling | 116 | ln m | 10.00 | 1,160.00 | 11.00 | 1,276.00 | 12.00 | 1,392.00 | 10.00 | 1,160.00 |
| 736-04-A | signal support (7.62m galvanized steel strain pole) | 1 | ea | 6,000.00 | 6,000.00 | 6,200.00 | 6,200.00 | 6,500.00 | 6,500.00 | 6,000.00 | 6,000.00 |
| 736-04-B | signal support (7.92m galvanized steel strain pole) | 3 | ea | 6,000.00 | 18,000.00 | 6,200.00 | 18,600.00 | 6,500.00 | 19,500.00 | 6,000.00 | 18,000.00 |
| 736-05 | signal heads (3-section, 300mm lens) | 10 | ea | 1,000.00 | 10,000.00 | 1,000.00 | 10,000.00 | 1,100.00 | 11,000.00 | 1,000.00 | 10,000.00 |
| 736-06 | signal service | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 |
| 736-08 | signal controller (type iii, pole mounted, 8-phase) | 1 | ea | 14,000.00 | 14,000.00 | 14,500.00 | 14,500.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 |
| 736-09 | loop detector | 261 | ln m | 25.00 | 6,525.00 | 26.00 | 6,786.00 | 27.00 | 7,047.00 | 25.00 | 6,525.00 |
| 736-10 | underground junction box (type d) | 6 | ea | 350.00 | 2,100.00 | 360.00 | 2,160.00 | 500.00 | 3,000.00 | 350.00 | 2,100.00 |
| 736-11 | conduit (25mm rigid) | 116 | ln m | 8.50 | 986.00 | 9.00 | 1,044.00 | 9.00 | 1,044.00 | 8.50 | 986.00 |
| 736-12-A | conductor (2c loop lead - in/#16 awg) | 127 | ln m | 4.00 | 508.00 | 4.00 | 508.00 | 4.50 | 571.50 | 4.00 | 508.00 |
| 736-12-B | conductor (power) | 7 | ln m | 15.00 | 105.00 | 15.00 | 105.00 | 16.00 | 112.00 | 15.00 | 105.00 |
| 740-01 | construction layout | lump | lump | 300,000.00 | 300,000.00 | 500,000.00 | 500,000.00 | 260,000.00 | 260,000.00 | 300,000.00 | 300,000.00 |
| 742-01 | sanitary sewer pipe (200mm) | 148 | ln m | 50.00 | 7,400.00 | 210.00 | 31,080.00 | 100.00 | 14,800.00 | 200.00 | 29,600.00 |
| 742-02 | adjusting sanitary sewer house connections | 6 | ea | 500.00 | 3,000.00 | 970.00 | 5,820.00 | 1,500.00 | 9,000.00 | 600.00 | 3,600.00 |
| 742-03 | adjusting sanitary sewer service lines | 85 | ln m | 90.00 | 7,650.00 | 390.00 | 33,150.00 | 85.00 | 7,225.00 | 80.00 | 6,800.00 |
| 744-01 | traffic control management | lump | lump | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 |
| 802-02 | structural excavation for intermediate bents | 4,187.3 | cu m | 30.00 | 125,619.00 | 31.00 | 129,806.30 | 25.00 | 104,682.50 | 25.00 | 104,682.50 |
| 802-04 | structural excavation for piers (wet) | 716.1 | cu m | 100.00 | 71,610.00 | 33.00 | 23,631.30 | 40.00 | 28,644.00 | 200.00 | 143,220.00 |
| 804-01-B | precast concrete piles (350mm) | 17,607.0 | ln m | 140.00 | 2,464,980.00 | 140.00 | 2,464,980.00 | 110.00 | 1,936,770.00 | 145.00 | 2,553,015.00 |
| 804-05 | precast concrete test piles | 2 | ea | 25,000.00 | 50,000.00 | 7,900.00 | 15,800.00 | 30,000.00 | 60,000.00 | 10,000.00 | 20,000.00 |
| 804-09 | loading test piles | 2 | ea | 8,000.00 | 16,000.00 | 27,800.00 | 55,600.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 |
| 804-10 | reloading test piles | 2 | ea | 1,000.00 | 2,000.00 | 7,700.00 | 15,400.00 | 100.00 | 200.00 | 5,000.00 | 10,000.00 |
| 804-11 | redriving test piles | 2 | ea | 1,000.00 | 2,000.00 | 3,900.00 | 7,800.00 | 100.00 | 200.00 | 5,000.00 | 10,000.00 |
| 804-12 | loading permanent piles | 2 | ea | 500.00 | 1,000.00 | 15,000.00 | 30,000.00 | 100.00 | 200.00 | 5,000.00 | 10,000.00 |
| 804-17 | dynamic monitoring | 7 | ea | 1,500.00 | 10,500.00 | 3,000.00 | 21,000.00 | 3,000.00 | 21,000.00 | 5,000.00 | 35,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 45.30 | cu m | 1,200.00 | 54,360.00 | 1,300.00 | 58,890.00 | 1,500.00 | 67,950.00 | 1,000.00 | 45,300.00 |
| 805-01-D | class a concrete (footings) | 1,785.65 | cu m | 250.00 | 446,412.50 | 350.00 | 624,977.50 | 500.00 | 892,825.00 | 400.00 | 714,260.00 |
| 805-01-F | class a concrete (bents) | 2,205.57 | cu m | 600.00 | 1,323,342.00 | 470.00 | 1,036,617.90 | 800.00 | 1,764,456.00 | 1,214.00 | 2,677,561.98 |
| 805-03 | class aa concrete | 4,804.70 | cu m | 570.00 | 2,738,679.00 | 580.00 | 2,786,726.00 | 600.00 | 2,882,820.00 | 700.00 | 3,363,290.00 |
| 805-07 | class s concrete | 125.20 | cu m | 275.00 | 34,430.00 | 1,390.00 | 174,028.00 | 250.00 | 31,300.00 | 200.00 | 25,040.00 |
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 5,973.96 | ln m | 700.00 | 4,181,772.00 | 770.00 | 4,599,949.20 | 650.00 | 3,883,074.00 | 750.00 | 4,480,470.00 |
| 805-11 | strip seal joints (102mm) | 312.00 | ln m | 380.00 | 118,560.00 | 410.00 | 127,920.00 | 400.00 | 124,800.00 | 500.00 | 156,000.00 |
| 805-12-M | reinforced concrete box culverts (1800mm x 1800mm) | 452.80 | ln m | 1,700.00 | 769,760.00 | 1,500.00 | 679,200.00 | 1,300.00 | 588,640.00 | 1,400.00 | 633,920.00 |
| 806-01 | deformed reinforcing steel | 1,110,669 | kg | 1.80 | 1,999,204.20 | 1.70 | 1,888,137.30 | 1.60 | 1,777,070.40 | 2.00 | 2,221,338.00 |
| 807-06 | structural metalwork | lump | lump | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 200,000.00 | 200,000.00 |
| 810-01-A | concrete railing (barrier) | 1,564.40 | ln m | 175.00 | 273,770.00 | 160.00 | 250,304.00 | 140.00 | 219,016.00 | 100.00 | 156,440.00 |
| 810-01-B | concrete railing (median barrier) | 1,396.34 | ln m | 200.00 | 279,268.00 | 180.00 | 251,341.20 | 160.00 | 223,414.40 | 100.00 | 139,634.00 |
| 813-01 | concrete approach slabs | 590.00 | sq m | 190.00 | 112,100.00 | 190.00 | 112,100.00 | 155.00 | 91,450.00 | 250.00 | 147,500.00 |
| S-001 | traffic maintenance superpave asphaltic concrete | 150.0 | Mg | 250.00 | 37,500.00 | 110.00 | 16,500.00 | 250.00 | 37,500.00 | 250.00 | 37,500.00 |
| S-002 | rumble strips(ground-in) | 12.3 | km | 500.00 | 6,150.00 | 700.00 | 8,610.00 | 800.00 | 9,840.00 | 700.00 | 8,610.00 |
| S-101 | median barrier footing | 588.14 | ln m | 150.00 | 88,221.00 | 150.00 | 88,221.00 | 135.00 | 79,398.90 | 200.00 | 117,628.00 |
| S-102 | barrier mounted sound wall (2 440mm high) | 176.60 | ln m | 800.00 | 141,280.00 | 1,020.00 | 180,132.00 | 900.00 | 158,940.00 | 900.00 | 158,940.00 |
| S-103 | impact attenuator (kinetic) | 1 | ea | 24,000.00 | 24,000.00 | 20,400.00 | 20,400.00 | 23,000.00 | 23,000.00 | 20,000.00 | 20,000.00 |
| S-104 | concrete railing (barrier)(concrete only)(main span rail) |
384.00 | ln m | 115.00 | 44,160.00 | 109.00 | 41,856.00 | 120.00 | 46,080.00 | 100.00 | 38,400.00 |
| S-105 | concrete railing (median)(concrete only)(main span rail) |
192.00 | ln m | 125.00 | 24,000.00 | 121.00 | 23,232.00 | 160.00 | 30,720.00 | 100.00 | 19,200.00 |
| S-106 | dynamic analysis | 7 | ea | 750.00 | 5,250.00 | 1,600.00 | 11,200.00 | 1,500.00 | 10,500.00 | 1,000.00 | 7,000.00 |
| S-107 | precast-prestressed high performance concrete (hpc) girders (type bt-72) |
1,867.97 | ln m | 775.00 | 1,447,676.75 | 770.00 | 1,438,336.90 | 700.00 | 1,307,579.00 | 785.00 | 1,466,356.45 |
| S-108 | vibration monitoring | lump | lump | 12,000.00 | 12,000.00 | 27,000.00 | 27,000.00 | 32,000.00 | 32,000.00 | 27,000.00 | 27,000.00 |
| S-109 | installation of finger joint and strip seal joint | lump | lump | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| CONTRACTOR TOTAL | 31,242,022.92 | 32,829,652.46 | 33,500,114.70 | 34,237,756.23 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KEY CONSTRUCTORS, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 1,000,000.00 | 1,000,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 250,000.00 | 250,000.00 | ||||||
| 202-02-A | removal of bridges | 1 | ea | 750,000.00 | 750,000.00 | ||||||
| 202-02-B | removal of concrete box culverts (sta. 17+953; 1-1.22m x 1.22m x 21.61m r.c . box) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 3,393 | sq m | 10.00 | 33,930.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 6,478 | sq m | 12.00 | 77,736.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 87.0 | ln m | 30.00 | 2,610.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 8,893.3 | sq m | 6.00 | 53,359.80 | ||||||
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 5,000.00 | 5,000.00 | ||||||
| 202-02-01 | removal of concrete slab (sta. 15+287, rt., 60 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-02 | removal of concrete building (sta. 15+371, rt., 27 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-03 | removal of 2-story brick building (sta. 15+404, lt., 335 square meters) |
1 | ea | 11,000.00 | 11,000.00 | ||||||
| 202-02-04 | removal of 3" pipe fencing (sta. 15+404, lt.) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-05 | removal of underground storage tank (sta. 15+462, approximately 4.5m rt.) |
1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-06 | removal of concrete slab (sta. 15+550, rt., 11 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-07 | removal of brick building (sta. 15+575, 433 square meters) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-08 | removal of sign (sta. 15+575, pipe material) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-09 | removal of brick building (sta. 15+601, lt., 1300 square meters) |
1 | ea | 4,000.00 | 4,000.00 | ||||||
| 202-02-10 | removal of concrete cinderblock building (sta. 15+601, lt., 232 square mete rs) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-11 | removal of underground storage tanks (located on parcel 3-1, 3000 gallon/ea ch) |
5 | ea | 5,000.00 | 25,000.00 | ||||||
| 202-02-12 | removal of undergound storage tanks (located on parcel 3-4) |
4 | ea | 5,000.00 | 20,000.00 | ||||||
| 202-02-13 | removal of concrete slab (sta. 15+659, lt., 1106 square meters) |
1 | ea | 3,000.00 | 3,000.00 | ||||||
| 202-02-14 | removal of metal storage building (sta. 15+705, rt., 28 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-15 | removal of metal/cinderblock building (sta. 15+730, 1300 square meters) |
1 | ea | 9,000.00 | 9,000.00 | ||||||
| 202-02-16 | removal of wood frame 2-story residence (sta. 15+830, rt., 285 square meter s) |
1 | ea | 3,000.00 | 3,000.00 | ||||||
| 202-02-17 | removal of dop pen (sta. 15+830, rt.ta. 15+830, rt., 6 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-18 | removal of metal radio tower (sta. 17+250) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-19 | removal of metal mobile home (immobilized)(sta. 17+460) | 1 | ea | 2,000.00 | 2,000.00 | ||||||
| 202-02-20 | removal of concrete slab (sta. 17+460, 13 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-21 | removal of wood carport (sta. 17+945, rt.) | 1 | ea | 2,000.00 | 2,000.00 | ||||||
| 202-02-22 | removal of garage (sta. 18+129, rt., 24 square meters) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-23 | removal of fence and 2 gates (sta. 18+129, rt.) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-24 | removal of building (sta. 18+300, rt., 372 square meters) |
1 | ea | 8,000.00 | 8,000.00 | ||||||
| 202-02-25 | removal of underground storage tanks (sta. 18+300, rt.) | 1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-26 | removal of concrete slab (sta. 18+300, rt., 11 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-27 | removal of canopy (sta. 18+300, rt., 78 square meters) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-28 | removal of dispensing pump (sta. 18+300, rt.) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-29 | removal of coin operated vacuums (sta. 18+344, rt.) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-30 | removal of cinderblock car wash bay (sta. 18+344, rt.) | 1 | ea | 3,000.00 | 3,000.00 | ||||||
| 202-02-31 | removal of underground storage tanks (located on parcel 10-11, 4000 gallon/ each) |
4 | ea | 5,000.00 | 20,000.00 | ||||||
| 202-02-32 | removal of sign frame (sta. 18+400, rt.) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-33 | removal of mobile home (sta. 1+105, rt. 75 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-34 | removal of storage building (sta. 1+163, rt., 24 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-35 | removal of metal mobile home (sta. 1+212, rt. 58 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-36 | removal of storage building (sta. 1+270, rt., 6 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-37 | removal of storage building (sta. 1+350, rt., 13 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-38 | removal of storage building (sta. 1+352, rt., 22 square meters) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-02-39 | removal of pig pen (sta. 1+370, rt., 14 square meters) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 202-05 | excavation, disposal and backfilling of contaminated soil (parcel 1-2, (3)1 000 gallon ust's) |
130 | cu m | 50.00 | 6,500.00 | ||||||
| 202-06 | removal and disposal of contaminated fluid | 60,000 | l | 3.00 | 180,000.00 | ||||||
| 203-01 | general excavation | 62,245 | cu m | 10.00 | 622,450.00 | ||||||
| 203-02 | drainage excavation | 418 | cu m | 12.00 | 5,016.00 | ||||||
| 203-03 | muck excavation | 28,000 | cu m | 12.00 | 336,000.00 | ||||||
| 203-04 | embankment | 165,799 | cu m | 14.00 | 2,321,186.00 | ||||||
| 204-02 | temporary hay or straw bales | 10 | ea | 10.00 | 100.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 10 | ea | 150.00 | 1,500.00 | ||||||
| 204-06 | temporary silt fencing | 1,800 | ln m | 5.00 | 9,000.00 | ||||||
| 302-02-B | class ii base course (220mm thick) | 3,240.9 | sq m | 20.00 | 64,818.00 | ||||||
| 302-02-C | class ii base course (250mm thick) | 12,047.2 | sq m | 22.00 | 265,038.40 | ||||||
| 302-02-D | class ii base course (300mm thick) | 36,342.0 | sq m | 25.00 | 908,550.00 | ||||||
| 304-01 | lime | 354.00 | Mg | 140.00 | 49,560.00 | ||||||
| 304-04-B | lime treatment (type d) (220mm thick) | 1,059 | sq m | 2.00 | 2,118.00 | ||||||
| 304-04-D | lime treatment (type d) (300mm thick) | 22,601 | sq m | 2.00 | 45,202.00 | ||||||
| 401-01 | aggregate surface course (net section) | 47.1 | cu m | 100.00 | 4,710.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 490.0 | cu m | 50.00 | 24,500.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 400.0 | cu m | 70.00 | 28,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 21,970.0 | Mg | 100.00 | 2,197,000.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
196.9 | Mg | 160.00 | 31,504.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 4,559 | sq m | 2.00 | 9,118.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 114 | cu m | 3.00 | - 342.00 | ||||||
| 601-01-K | portland cement concrete pavement (250mm thick) | 9,122.2 | sq m | 60.00 | 547,332.00 | ||||||
| 601-02-K | portland cement concrete pavement (250mm thick) (crossovers & turnouts) |
1,964.2 | sq m | 70.00 | 137,494.00 | ||||||
| 701-01-I | cross drain pipe (600mm rcp/pcp) | 104.5 | ln m | 230.00 | 24,035.00 | ||||||
| 701-02-E | cross drain pipe arch (750mm equiv. rcpa) | 60.0 | ln m | 350.00 | 21,000.00 | ||||||
| 701-02-H | cross drain pipe arch (1200mm equiv. rcpa) | 320.0 | ln m | 500.00 | 160,000.00 | ||||||
| 701-03-F | storm drain pipe (375mm rcp/pcp) | 450.6 | ln m | 150.00 | 67,590.00 | ||||||
| 701-03-G | storm drain pipe (450mm rcp/pcp) | 243.8 | ln m | 160.00 | 39,008.00 | ||||||
| 701-03-I | storm drain pipe (600mm rcp/pcp) | 143.2 | ln m | 200.00 | 28,640.00 | ||||||
| 701-03-K | storm drain pipe (750mm rcp/pcp) | 207.8 | ln m | 250.00 | 51,950.00 | ||||||
| 701-03-N | storm drain pipe (1050mm rcp/pcp) | 300.4 | ln m | 420.00 | 126,168.00 | ||||||
| 701-03-O | storm drain pipe (1200mm rcp/pcp) | 79.0 | ln m | 700.00 | 55,300.00 | ||||||
| 701-03-Q | storm drain pipe (1500mm rcp/pcp) | 41.7 | ln m | 800.00 | 33,360.00 | ||||||
| 701-05-G | side drain pipe (450mm) | 128.9 | ln m | 150.00 | 19,335.00 | ||||||
| 702-02-F | manholes (mh-01) | 8 | ea | 4,000.00 | 32,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 13 | ea | 3,000.00 | 39,000.00 | ||||||
| 702-03-B | catch basins (cb-02) | 3 | ea | 4,000.00 | 12,000.00 | ||||||
| 702-03-C | catch basins (cb-06) | 24 | ea | 3,500.00 | 84,000.00 | ||||||
| 702-03-D | catch basins (cb-07) | 2 | ea | 5,000.00 | 10,000.00 | ||||||
| 702-03-F | catch basins (cb-08) | 9 | ea | 6,000.00 | 54,000.00 | ||||||
| 702-03-G | catch basins (cb-09) | 2 | ea | 6,000.00 | 12,000.00 | ||||||
| 702-04-A | adjusting manholes | 3 | ea | 1,000.00 | 3,000.00 | ||||||
| 704-03 | blocked out guard rail | 68.58 | ln m | 60.00 | 4,114.80 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 155.00 | 2,362.20 | ||||||
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,500.00 | 5,000.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 140 | ln m | 20.00 | 2,800.00 | ||||||
| 705-06-C | chain link fence (1800mm height) | 601 | ln m | 70.00 | 42,070.00 | ||||||
| 706-02-C | concrete drive (150mm thick) | 870.0 | sq m | 55.00 | 47,850.00 | ||||||
| 706-03-C | incidental concrete paving (150mm thick) | 22.5 | sq m | 60.00 | 1,350.00 | ||||||
| 707-01 | concrete curb | 1,098.2 | ln m | 30.00 | 32,946.00 | ||||||
| 707-03 | combination concrete curb & gutter | 357.7 | ln m | 80.00 | 28,616.00 | ||||||
| 708-01 | right-of-way monument | 89 | ea | 200.00 | 17,800.00 | ||||||
| 708-02 | right-of-way monument witness post | 44 | ea | 200.00 | 8,800.00 | ||||||
| 711-01-D | riprap (25 kg, 300mm thick) | 1,499 | sq m | 50.00 | 74,950.00 | ||||||
| 711-04 | geotextile fabric | 1,499 | sq m | 3.00 | 4,497.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (100mm thick) | 736.0 | sq m | 65.00 | 47,840.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 200,000.00 | 200,000.00 | ||||||
| 713-03-A | temporary pavement markings (100mm width) | 2,400 | ln m | 0.65 | 1,560.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
1.600 | km | 8,200.00 | 13,120.00 | ||||||
| 716-01-A | mulch (vegetative) | 19.3 | hctr | 1,600.00 | 30,880.00 | ||||||
| 717-01 | seeding | 1,130 | kg | 15.00 | 16,950.00 | ||||||
| 718-01 | fertilizer | 21,627 | kg | 0.70 | 15,138.90 | ||||||
| 722-01 | project site laboratory | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 724-01-B | pavement patching (300mm minimum thickness) | 330 | sq m | 75.00 | 24,750.00 | ||||||
| 725-02 | temporary detour roads | 524.8 | sq m | 100.00 | 52,480.00 | ||||||
| 726-01 | bedding material | 1,579.1 | cu m | 70.00 | 110,537.00 | ||||||
| 727-01 | mobilization | lump | lump | 4,000,000.00 | 4,000,000.00 | ||||||
| 729-01 | sign (type a) | 3.72 | sq m | 300.00 | 1,116.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 30 | ea | 100.00 | 3,000.00 | ||||||
| 729-17 | milepost assembly (ground mounted) | 8 | ea | 250.00 | 2,000.00 | ||||||
| 729-19-B | dead end road installation (type b) | 1 | ea | 1,500.00 | 1,500.00 | ||||||
| 729-19-C | dead end road installation (type c) | 4 | ea | 600.00 | 2,400.00 | ||||||
| 729-21 | u-channel post | 4 | ea | 100.00 | 400.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 1,020 | ea | 14.00 | 14,280.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 993 | ea | 5.50 | 5,461.50 | ||||||
| 732-01-B | plastic pavement striping (150mm width) | 140 | ln m | 2.20 | 308.00 | ||||||
| 732-01-C | plastic pavement striping (200mm width) | 160 | ln m | 3.50 | 560.00 | ||||||
| 732-01-D | plastic pavement striping (300mm width) | 130 | ln m | 4.40 | 572.00 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100mm width) | 15.256 | km | 1,600.00 | 24,409.60 | ||||||
| 732-02-E | plastic pavement striping (solid line)(600mm width) | 0.497 | km | 10,000.00 | 4,970.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100mm width) | 6.891 | km | 1,400.00 | 9,647.40 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 14 | ea | 150.00 | 2,100.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | ea | 210.00 | 210.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 15 | ea | 160.00 | 2,400.00 | ||||||
| 735-01 | mailboxes | 20 | ea | 100.00 | 2,000.00 | ||||||
| 735-02 | mailbox supports (single) | 20 | ea | 150.00 | 3,000.00 | ||||||
| 736-01 | trenching and backfilling | 116 | ln m | 20.00 | 2,320.00 | ||||||
| 736-04-A | signal support (7.62m galvanized steel strain pole) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 736-04-B | signal support (7.92m galvanized steel strain pole) | 3 | ea | 10,000.00 | 30,000.00 | ||||||
| 736-05 | signal heads (3-section, 300mm lens) | 10 | ea | 2,000.00 | 20,000.00 | ||||||
| 736-06 | signal service | 1 | ea | 2,000.00 | 2,000.00 | ||||||
| 736-08 | signal controller (type iii, pole mounted, 8-phase) | 1 | ea | 20,000.00 | 20,000.00 | ||||||
| 736-09 | loop detector | 261 | ln m | 50.00 | 13,050.00 | ||||||
| 736-10 | underground junction box (type d) | 6 | ea | 600.00 | 3,600.00 | ||||||
| 736-11 | conduit (25mm rigid) | 116 | ln m | 15.00 | 1,740.00 | ||||||
| 736-12-A | conductor (2c loop lead - in/#16 awg) | 127 | ln m | 12.00 | 1,524.00 | ||||||
| 736-12-B | conductor (power) | 7 | ln m | 12.00 | 84.00 | ||||||
| 740-01 | construction layout | lump | lump | 400,000.00 | 400,000.00 | ||||||
| 742-01 | sanitary sewer pipe (200mm) | 148 | ln m | 150.00 | 22,200.00 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 6 | ea | 500.00 | 3,000.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 85 | ln m | 100.00 | 8,500.00 | ||||||
| 744-01 | traffic control management | lump | lump | 150,000.00 | 150,000.00 | ||||||
| 802-02 | structural excavation for intermediate bents | 4,187.3 | cu m | 50.00 | 209,365.00 | ||||||
| 802-04 | structural excavation for piers (wet) | 716.1 | cu m | 100.00 | 71,610.00 | ||||||
| 804-01-B | precast concrete piles (350mm) | 17,607.0 | ln m | 200.00 | 3,521,400.00 | ||||||
| 804-05 | precast concrete test piles | 2 | ea | 20,000.00 | 40,000.00 | ||||||
| 804-09 | loading test piles | 2 | ea | 15,000.00 | 30,000.00 | ||||||
| 804-10 | reloading test piles | 2 | ea | 1,000.00 | 2,000.00 | ||||||
| 804-11 | redriving test piles | 2 | ea | 1,000.00 | 2,000.00 | ||||||
| 804-12 | loading permanent piles | 2 | ea | 4,000.00 | 8,000.00 | ||||||
| 804-17 | dynamic monitoring | 7 | ea | 3,000.00 | 21,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 45.30 | cu m | 1,200.00 | 54,360.00 | ||||||
| 805-01-D | class a concrete (footings) | 1,785.65 | cu m | 400.00 | 714,260.00 | ||||||
| 805-01-F | class a concrete (bents) | 2,205.57 | cu m | 600.00 | 1,323,342.00 | ||||||
| 805-03 | class aa concrete | 4,804.70 | cu m | 600.00 | 2,882,820.00 | ||||||
| 805-07 | class s concrete | 125.20 | cu m | 250.00 | 31,300.00 | ||||||
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 5,973.96 | ln m | 800.00 | 4,779,168.00 | ||||||
| 805-11 | strip seal joints (102mm) | 312.00 | ln m | 350.00 | 109,200.00 | ||||||
| 805-12-M | reinforced concrete box culverts (1800mm x 1800mm) | 452.80 | ln m | 1,500.00 | 679,200.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,110,669 | kg | 1.75 | 1,943,670.75 | ||||||
| 807-06 | structural metalwork | lump | lump | 50,000.00 | 50,000.00 | ||||||
| 810-01-A | concrete railing (barrier) | 1,564.40 | ln m | 150.00 | 234,660.00 | ||||||
| 810-01-B | concrete railing (median barrier) | 1,396.34 | ln m | 150.00 | 209,451.00 | ||||||
| 813-01 | concrete approach slabs | 590.00 | sq m | 180.00 | 106,200.00 | ||||||
| S-001 | traffic maintenance superpave asphaltic concrete | 150.0 | Mg | 100.00 | 15,000.00 | ||||||
| S-002 | rumble strips(ground-in) | 12.3 | km | 800.00 | 9,840.00 | ||||||
| S-101 | median barrier footing | 588.14 | ln m | 150.00 | 88,221.00 | ||||||
| S-102 | barrier mounted sound wall (2 440mm high) | 176.60 | ln m | 1,000.00 | 176,600.00 | ||||||
| S-103 | impact attenuator (kinetic) | 1 | ea | 25,000.00 | 25,000.00 | ||||||
| S-104 | concrete railing (barrier)(concrete only)(main span rail) |
384.00 | ln m | 150.00 | 57,600.00 | ||||||
| S-105 | concrete railing (median)(concrete only)(main span rail) |
192.00 | ln m | 150.00 | 28,800.00 | ||||||
| S-106 | dynamic analysis | 7 | ea | 2,000.00 | 14,000.00 | ||||||
| S-107 | precast-prestressed high performance concrete (hpc) girders (type bt-72) |
1,867.97 | ln m | 800.00 | 1,494,376.00 | ||||||
| S-108 | vibration monitoring | lump | lump | 50,000.00 | 50,000.00 | ||||||
| S-109 | installation of finger joint and strip seal joint | lump | lump | 300,000.00 | 300,000.00 | ||||||
| CONTRACTOR TOTAL | 35,861,584.35 | ||||||||||