| READV |
| ||
| Lead Project: 023-04-0021 | |||
| Parish: WINN | |||
| Routes: US 167 | |||
| Description: STATE ROUTE IN WINNFIELD | |||
| Type Const:
grading, cold planing asph pvmt, drain struct, lime trmt, class ii bc, superpave acp, pccp, precast prestressed conc girder spans bridges, traffic signalization, & related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $18,599,933.18 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $19,468,772.32 |
| 3 | 39462 | DENTON-JAMES LLC | $19,556,776.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DENTON-JAMES LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 80,000.00 | 80,000.00 | 10,000.00 | 10,000.00 | 175,000.00 | 175,000.00 | ||
| 202-02-A | removal of bridges (sta 5+475, 96.7m conc slab span bridge) |
1 | ea | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta 3+270; 3-2.7m x 2.7m x 30m rcb) |
1 | ea | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta 4+025; 1-0.6m x 0.6m x 13.2m rcb) |
1 | ea | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1,500.00 | 1,500.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta 4+268; 1-1.5m x 0.9m x 13.8m rcb) |
1 | ea | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | ||
| 202-02-B-04 | removal of concrete box culverts (sta 10+090; 1-0.5m x 0.9m x 13.3m rcb) |
1 | ea | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1,500.00 | 1,500.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 56,778 | sq m | 5.00 | 283,890.00 | 3.60 | 204,400.80 | 7.00 | 397,446.00 | ||
| 202-02-D | removal of concrete walks | 1,252 | sq m | 7.00 | 8,764.00 | 3.00 | 3,756.00 | 7.00 | 8,764.00 | ||
| 202-02-E | removal of concrete curbs | 262.0 | ln m | 5.00 | 1,310.00 | 5.00 | 1,310.00 | 7.00 | 1,834.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 2,020.0 | ln m | 6.00 | 12,120.00 | 6.00 | 12,120.00 | 8.00 | 16,160.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 969.0 | sq m | 4.00 | 3,876.00 | 3.50 | 3,391.50 | 7.00 | 6,783.00 | ||
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 5,000.00 | 5,000.00 | 1,700.00 | 1,700.00 | 1,500.00 | 1,500.00 | ||
| 202-02-J | removal of concrete structure slabs | 1,130 | sq m | 10.00 | 11,300.00 | 3.50 | 3,955.00 | 10.00 | 11,300.00 | ||
| 202-02-K | removal of concrete parking lot & drives | 9,634 | sq m | 5.00 | 48,170.00 | 2.50 | 24,085.00 | 7.00 | 67,438.00 | ||
| 202-02-L | removal of winn rock | 4,300 | cu m | 6.00 | 25,800.00 | 4.00 | 17,200.00 | 10.00 | 43,000.00 | ||
| 202-02-M | removal of 2-connected commercial buildings (slab to remain)(sta 5+734 lt) |
lump | lump | 15,000.00 | 15,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-N | removal of logstacking structures | 8 | each | 100.00 | 800.00 | 350.00 | 2,800.00 | 1.00 | 8.00 | ||
| 202-02-O | removal of underground storage tanks (5+173 rt.) | 3 | each | 5,000.00 | 15,000.00 | 9,000.00 | 27,000.00 | 6,000.00 | 18,000.00 | ||
| 202-02-P | removal of 6.1x 9.8m building w/canopy (sta 10+055 rt. | lump | lump | 500.00 | 500.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-Q | removal of building w/ canopy (sta 4+000) | lump | lump | 500.00 | 500.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||
| 202-02-R | removal of fuel equip. w/storage supports (sta 4+000 lt) |
lump | lump | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 1.00 | 1.00 | ||
| 202-02-S | removal of chain link fence (sta 4+000 lt) | 95 | ln m | 5.00 | 475.00 | 7.00 | 665.00 | 8.50 | 807.50 | ||
| 202-02-T | removal of retaining walls | 110 | ln m | 10.00 | 1,100.00 | 32.00 | 3,520.00 | 40.00 | 4,400.00 | ||
| 202-02-U | removal of cinder block bldg. (10+238 rt.) | 1 | ln m | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||
| 202-02-V | removal of 16.2 x 8m wood frame house w/ porch (sta 9+820 rt.) |
1 | each | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-W | removal of 6.2x11.1m wood frame house (sta 9+835 rt.) | 1 | each | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-X | removal of pile of tires (sta 4+300 rt.) | 1 | each | 100.00 | 100.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-06 | removal and disposal of contaminated fluid | 37,854 | l | 1.00 | 37,854.00 | 0.30 | 11,356.20 | 0.20 | 7,570.80 | ||
| 203-01 | general excavation | 128,197 | cu m | 3.00 | 384,591.00 | 5.00 | 640,985.00 | 5.40 | 692,263.80 | ||
| 203-02 | drainage excavation | 1,880 | cu m | 7.00 | 13,160.00 | 6.50 | 12,220.00 | 11.00 | 20,680.00 | ||
| 203-04 | embankment | 84,432 | cu m | 5.00 | 422,160.00 | 10.00 | 844,320.00 | 6.00 | 506,592.00 | ||
| 204-02 | temporary hay or straw bales | 500 | ea | 6.00 | 3,000.00 | 25.00 | 12,500.00 | 6.00 | 3,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 80 | ea | 125.00 | 10,000.00 | 200.00 | 16,000.00 | 100.00 | 8,000.00 | ||
| 204-06 | temporary silt fencing | 2,500 | ln m | 4.00 | 10,000.00 | 6.00 | 15,000.00 | 3.50 | 8,750.00 | ||
| 302-02-E | class ii base course (200 mm thick) | 111,575.2 | sq m | 13.40 | 1,495,107.68 | 18.00 | 2,008,353.60 | 13.00 | 1,450,477.60 | ||
| 304-01 | lime | 864.80 | Mg | 115.00 | 99,452.00 | 100.00 | 86,480.00 | 120.00 | 103,776.00 | ||
| 304-04-C | lime treatment (type d) (250 mm thick) | 57,129 | sq m | 1.00 | 57,129.00 | 0.50 | 28,564.50 | 2.00 | 114,258.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
492 | cu m | 35.00 | 17,220.00 | 50.00 | 24,600.00 | 70.00 | 34,440.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | cu m | 40.00 | 20,000.00 | 60.00 | 30,000.00 | 75.00 | 37,500.00 | ||
| 502-01 | superpave asphaltic concrete | 525.8 | Mg | 180.00 | 94,644.00 | 100.00 | 52,580.00 | 165.00 | 86,757.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
84.3 | Mg | 240.00 | 20,232.00 | 150.00 | 12,645.00 | 220.00 | 18,546.00 | ||
| 509-01 | cold planing asphaltic pavement | 5,119 | sq m | 1.50 | 7,678.50 | 2.00 | 10,238.00 | 3.30 | 16,892.70 | ||
| 601-01-K | portland cement concrete pavement (250 mm thick) | 78,945.6 | sq m | 47.00 | 3,710,443.20 | 44.00 | 3,473,606.40 | 45.00 | 3,552,552.00 | ||
| 601-02-K | portland cement concrete pavement (250 mm thick) (crossovers & turnouts) |
13,653.8 | sq m | 50.00 | 682,690.00 | 52.00 | 709,997.60 | 55.00 | 750,959.00 | ||
| 601-03-H | portland cement concrete shoulder (212.5 mm thick) | 3,649.9 | sq m | 42.00 | 153,295.80 | 49.00 | 178,845.10 | 40.00 | 145,996.00 | ||
| 601-03-I | portland cement concrete shoulder (225 mm thick) | 12,707.7 | sq m | 42.00 | 533,723.40 | 46.00 | 584,554.20 | 43.00 | 546,431.10 | ||
| 601-04 | portland cement concrete pavement coring | 135 | ea | 70.00 | 9,450.00 | 90.00 | 12,150.00 | 100.00 | 13,500.00 | ||
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 186.0 | ln m | 500.00 | 93,000.00 | 625.00 | 116,250.00 | 600.00 | 111,600.00 | ||
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 81.6 | ln m | 250.00 | 20,400.00 | 200.00 | 16,320.00 | 200.00 | 16,320.00 | ||
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 88.4 | ln m | 400.00 | 35,360.00 | 300.00 | 26,520.00 | 300.00 | 26,520.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 1,974.4 | ln m | 120.00 | 236,928.00 | 85.00 | 167,824.00 | 160.00 | 315,904.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 199.5 | ln m | 130.00 | 25,935.00 | 110.00 | 21,945.00 | 180.00 | 35,910.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 588.7 | ln m | 230.00 | 135,401.00 | 140.00 | 82,418.00 | 200.00 | 117,740.00 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 264.8 | ln m | 230.00 | 60,904.00 | 190.00 | 50,312.00 | 220.00 | 58,256.00 | ||
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 468.5 | ln m | 250.00 | 117,125.00 | 245.00 | 114,782.50 | 300.00 | 140,550.00 | ||
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 119.2 | ln m | 330.00 | 39,336.00 | 355.00 | 42,316.00 | 380.00 | 45,296.00 | ||
| 701-03-N-01 | storm drain pipe (1050 mm rpvccp)(outfall) | 6.0 | ln m | 400.00 | 2,400.00 | 390.00 | 2,340.00 | 450.00 | 2,700.00 | ||
| 701-03-O | storm drain pipe (1200 mm rcp/pcp) | 165.5 | ln m | 450.00 | 74,475.00 | 430.00 | 71,165.00 | 480.00 | 79,440.00 | ||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 48.6 | ln m | 280.00 | 13,608.00 | 230.00 | 11,178.00 | 250.00 | 12,150.00 | ||
| 701-04-E-01 | storm drain pipe arch (750 mm equiv. cmpa)(outfall) | 6.0 | ln m | 250.00 | 1,500.00 | 230.00 | 1,380.00 | 300.00 | 1,800.00 | ||
| 701-04-F | storm drain pipe arch (900 mm equiv. rcpa) | 81.7 | ln m | 350.00 | 28,595.00 | 310.00 | 25,327.00 | 350.00 | 28,595.00 | ||
| 701-04-G | storm drain pipe arch (1050 mm equiv. rcpa) | 65.2 | ln m | 450.00 | 29,340.00 | 390.00 | 25,428.00 | 400.00 | 26,080.00 | ||
| 701-04-G-01 | storm drain pipe arch (1050 mm equiv. cmpa)(outfall) | 3.0 | ln m | 450.00 | 1,350.00 | 440.00 | 1,320.00 | 420.00 | 1,260.00 | ||
| 701-04-H | storm drain pipe arch (1200 mm equiv. rcpa) | 96.0 | ln m | 500.00 | 48,000.00 | 500.00 | 48,000.00 | 480.00 | 46,080.00 | ||
| 701-04-H-01 | storm drain pipe arch (1200 mm equiv. rcpcvvp)(outfall) | 14.0 | ln m | 500.00 | 7,000.00 | 525.00 | 7,350.00 | 550.00 | 7,700.00 | ||
| 701-04-L | storm drain pipe arch (1800 mm equiv. rcpa) | 55.0 | ln m | 1,200.00 | 66,000.00 | 800.00 | 44,000.00 | 800.00 | 44,000.00 | ||
| 701-04-L-01 | storm drain pipe arch (1800 mm equiv. cmpa)(outfall) | 5.6 | ln m | 600.00 | 3,360.00 | 500.00 | 2,800.00 | 880.00 | 4,928.00 | ||
| 701-05-G | side drain pipe (450 mm) | 357.1 | ln m | 110.00 | 39,281.00 | 80.00 | 28,568.00 | 140.00 | 49,994.00 | ||
| 701-05-I | side drain pipe (600 mm) | 61.0 | ln m | 120.00 | 7,320.00 | 120.00 | 7,320.00 | 160.00 | 9,760.00 | ||
| 701-05-M | side drain pipe (900 mm) | 49.0 | ln m | 220.00 | 10,780.00 | 200.00 | 9,800.00 | 310.00 | 15,190.00 | ||
| 701-09-A | fabricating conduit fittings (375mm x 375mm) | 5 | ea | 500.00 | 2,500.00 | 800.00 | 4,000.00 | 1,000.00 | 5,000.00 | ||
| 701-09-B | fabricating conduit fittings (375mm x 600mm) | 1 | ea | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | ||
| 701-09-C | fabricating conduit fittings (600mm x 600mm) | 1 | ea | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | ||
| 702-02-A | manholes (mh-06) | 3 | ea | 3,700.00 | 11,100.00 | 2,800.00 | 8,400.00 | 3,000.00 | 9,000.00 | ||
| 702-02-F | manholes (mh-01) | 31 | ea | 2,800.00 | 86,800.00 | 2,800.00 | 86,800.00 | 3,500.00 | 108,500.00 | ||
| 702-03-A | catch basins (cb-01) | 85 | ea | 3,800.00 | 323,000.00 | 2,200.00 | 187,000.00 | 2,300.00 | 195,500.00 | ||
| 702-03-B | catch basins (cb-02) | 9 | ea | 4,500.00 | 40,500.00 | 3,800.00 | 34,200.00 | 3,000.00 | 27,000.00 | ||
| 702-03-C | catch basins (cb-06) | 34 | ea | 2,800.00 | 95,200.00 | 3,100.00 | 105,400.00 | 3,500.00 | 119,000.00 | ||
| 702-03-D | catch basins (cb-07) | 45 | ea | 4,600.00 | 207,000.00 | 4,100.00 | 184,500.00 | 4,000.00 | 180,000.00 | ||
| 702-03-F | catch basins (cb-08) | 18 | ea | 4,800.00 | 86,400.00 | 7,100.00 | 127,800.00 | 5,800.00 | 104,400.00 | ||
| 702-04-A | adjusting manholes | 2 | ea | 1,000.00 | 2,000.00 | 2,100.00 | 4,200.00 | 800.00 | 1,600.00 | ||
| 704-03 | blocked out guard rail | 121.92 | ln m | 55.00 | 6,705.60 | 55.00 | 6,705.60 | 52.00 | 6,339.84 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 135.00 | 2,057.40 | 150.00 | 2,286.00 | 140.00 | 2,133.60 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 1,700.00 | 3,400.00 | 1,800.00 | 3,600.00 | 1,700.00 | 3,400.00 | ||
| 705-06-B | chain link fence (1500 mm height) | 295 | ln m | 39.00 | 11,505.00 | 40.00 | 11,800.00 | 39.00 | 11,505.00 | ||
| 705-06-C | chain link fence (1800 mm height) | 593 | ln m | 48.00 | 28,464.00 | 50.00 | 29,650.00 | 48.00 | 28,464.00 | ||
| 705-06-D | chain link fence (2100 mm height) | 46 | ln m | 59.00 | 2,714.00 | 60.00 | 2,760.00 | 59.00 | 2,714.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 4,396.0 | sq m | 35.00 | 153,860.00 | 35.00 | 153,860.00 | 35.00 | 153,860.00 | ||
| 706-01-C | concrete walk (150 mm thick) | 146.5 | sq m | 38.00 | 5,567.00 | 45.00 | 6,592.50 | 55.00 | 8,057.50 | ||
| 706-02-C | concrete drive (150 mm thick) | 3,862.4 | sq m | 36.00 | 139,046.40 | 42.00 | 162,220.80 | 52.00 | 200,844.80 | ||
| 706-03-C | incidental concrete paving (150 mm thick) | 1,478.3 | sq m | 45.00 | 66,523.50 | 45.00 | 66,523.50 | 55.00 | 81,306.50 | ||
| 707-01 | concrete curb | 3,513.2 | ln m | 8.00 | 28,105.60 | 20.00 | 70,264.00 | 20.00 | 70,264.00 | ||
| 708-01 | right-of-way monument | 203 | ea | 100.00 | 20,300.00 | 300.00 | 60,900.00 | 100.00 | 20,300.00 | ||
| 708-02 | right-of-way monument witness post | 66 | ea | 100.00 | 6,600.00 | 300.00 | 19,800.00 | 100.00 | 6,600.00 | ||
| 711-01-D | riprap (25 kg,300mm thick) | 80 | sq m | 40.00 | 3,200.00 | 55.00 | 4,400.00 | 80.00 | 6,400.00 | ||
| 711-03-B | riprap (5 kg) | 200.0 | Mg | 70.00 | 14,000.00 | 52.00 | 10,400.00 | 50.00 | 10,000.00 | ||
| 711-04 | geotextile fabric | 385 | sq m | 2.00 | 770.00 | 3.00 | 1,155.00 | 2.00 | 770.00 | ||
| 712-01-A | concrete cast-in-place revetment (100 mm thick) | 350.0 | sq m | 60.00 | 21,000.00 | 40.00 | 14,000.00 | 58.00 | 20,300.00 | ||
| 712-02-B | sacked concrete revetment (dry batched) | 300 | sq m | 60.00 | 18,000.00 | 70.00 | 21,000.00 | 70.00 | 21,000.00 | ||
| 712-04 | flexible revetment | 748 | sq m | 45.00 | 33,660.00 | 52.00 | 38,896.00 | 50.00 | 37,400.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 140,000.00 | 140,000.00 | 180,000.00 | 180,000.00 | 250,000.00 | 250,000.00 | ||
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
0.557 | km | 500.00 | 278.50 | 525.00 | 292.42 | 500.00 | 278.50 | ||
| 713-04-B-01 | temporary pvmt. markings (broken line)(100 mm w)(3.0 m l)(type i removable) |
5.180 | km | 1,500.00 | 7,770.00 | 1,500.00 | 7,770.00 | 1,500.00 | 7,770.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 1.325 | km | 300.00 | 397.50 | 350.00 | 463.75 | 300.00 | 397.50 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
19.396 | km | 5,800.00 | 112,496.80 | 6,200.00 | 120,255.20 | 5,800.00 | 112,496.80 | ||
| 713-07 | temporary reflectorized raised pavement markers | 481 | ea | 5.00 | 2,405.00 | 2.50 | 1,202.50 | 10.00 | 4,810.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
90 | ea | 270.00 | 24,300.00 | 250.00 | 22,500.00 | 200.00 | 18,000.00 | ||
| 716-01-A | mulch (vegetative) | 22.3 | hctr | 1,000.00 | 22,300.00 | 1,700.00 | 37,910.00 | 950.00 | 21,185.00 | ||
| 717-01 | seeding | 1,339 | kg | 12.00 | 16,068.00 | 13.00 | 17,407.00 | 11.50 | 15,398.50 | ||
| 718-01 | fertilizer | 25,000 | kg | 0.50 | 12,500.00 | 0.35 | 8,750.00 | 0.40 | 10,000.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 1,000 | sq m | 1.00 | 1,000.00 | 1.25 | 1,250.00 | 1.00 | 1,000.00 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 500 | sq m | 1.00 | 500.00 | 1.25 | 625.00 | 1.00 | 500.00 | ||
| 722-01 | project site laboratory | 1 | ea | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | ||
| 724-01-B | asphalt pavement patching (300 mm minimum thickness) | 122 | sq m | 100.00 | 12,200.00 | 90.00 | 10,980.00 | 85.00 | 10,370.00 | ||
| 724-01-C | pavement patching (full depth concrete) | 575 | sq m | 120.00 | 69,000.00 | 110.00 | 63,250.00 | 110.00 | 63,250.00 | ||
| 725-02 | temporary detour roads | 2,465.8 | sq m | 55.00 | 135,619.00 | 60.00 | 147,948.00 | 62.00 | 152,879.60 | ||
| 726-01 | bedding material | 1,582.0 | cu m | 75.00 | 118,650.00 | 65.00 | 102,830.00 | 40.00 | 63,280.00 | ||
| 727-01 | mobilization | lump | lump | 1,700,000.00 | 1,700,000.00 | 1,600,000.00 | 1,600,000.00 | 1,900,000.00 | 1,900,000.00 | ||
| 728-01 | jacked or bored pipe (1050mm sdp) | 10.80 | ln m | 2,000.00 | 21,600.00 | 2,000.00 | 21,600.00 | 1,700.00 | 18,360.00 | ||
| 729-01 | sign (type a) | 4.24 | sq m | 300.00 | 1,272.00 | 325.00 | 1,378.00 | 300.00 | 1,272.00 | ||
| 729-16-A | object marker assembly (type 1) | 2 | ea | 70.00 | 140.00 | 75.00 | 150.00 | 70.00 | 140.00 | ||
| 729-16-B | object marker assembly (type 2) | 20 | ea | 60.00 | 1,200.00 | 65.00 | 1,300.00 | 60.00 | 1,200.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 55.00 | 440.00 | 60.00 | 480.00 | 55.00 | 440.00 | ||
| 729-19-B | dead end road installation (type b) | 7 | ea | 1,080.00 | 7,560.00 | 1,200.00 | 8,400.00 | 1,100.00 | 7,700.00 | ||
| 729-21 | u-channel post | 2 | ea | 40.00 | 80.00 | 35.00 | 70.00 | 100.00 | 200.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 60 | ea | 10.00 | 600.00 | 12.00 | 720.00 | 10.00 | 600.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,392 | ea | 6.00 | 14,352.00 | 5.50 | 13,156.00 | 5.00 | 11,960.00 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 131 | ln m | 3.00 | 393.00 | 3.00 | 393.00 | 2.70 | 353.70 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 695 | ln m | 8.00 | 5,560.00 | 8.00 | 5,560.00 | 8.00 | 5,560.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 19.142 | km | 1,300.00 | 24,884.60 | 1,200.00 | 22,970.40 | 1,100.00 | 21,056.20 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 12.879 | km | 450.00 | 5,795.55 | 500.00 | 6,439.50 | 440.00 | 5,666.76 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 62 | ea | 130.00 | 8,060.00 | 130.00 | 8,060.00 | 130.00 | 8,060.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 6 | ea | 150.00 | 900.00 | 135.00 | 810.00 | 130.00 | 780.00 | ||
| 735-01 | mailboxes | 50 | ea | 5.00 | 250.00 | 10.00 | 500.00 | 1.00 | 50.00 | ||
| 735-02 | mailbox supports (single) | 50 | ea | 120.00 | 6,000.00 | 120.00 | 6,000.00 | 110.00 | 5,500.00 | ||
| 736-01 | trenching and backfilling | 115 | ln m | 10.00 | 1,150.00 | 11.00 | 1,265.00 | 10.00 | 1,150.00 | ||
| 736-04-A | signal support (7.62m galvenized steel strain pole) | 2 | ea | 5,200.00 | 10,400.00 | 5,400.00 | 10,800.00 | 5,400.00 | 10,800.00 | ||
| 736-04-B | signal support (7.92m galvenized steel strain pole) | 4 | ea | 5,200.00 | 20,800.00 | 5,400.00 | 21,600.00 | 5,400.00 | 21,600.00 | ||
| 736-04-C | signal support (8.84m galvenized steel strain pole) | 1 | ea | 5,600.00 | 5,600.00 | 5,800.00 | 5,800.00 | 5,800.00 | 5,800.00 | ||
| 736-05-A | signal heads (3-section, 300mm l.e.d. lens) | 14 | ea | 1,000.00 | 14,000.00 | 1,100.00 | 15,400.00 | 1,100.00 | 15,400.00 | ||
| 736-05-B | signal heads (5-section, 300mm l.e.d. lens) | 3 | ea | 2,100.00 | 6,300.00 | 2,200.00 | 6,600.00 | 2,100.00 | 6,300.00 | ||
| 736-06 | signal service | 1 | ea | 2,000.00 | 2,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | ||
| 736-08 | signal controller (type 5, base mounted cabinet, 8-phase) |
2 | ea | 13,000.00 | 26,000.00 | 14,000.00 | 28,000.00 | 14,000.00 | 28,000.00 | ||
| 736-09 | loop detector | 369 | ln m | 40.00 | 14,760.00 | 45.00 | 16,605.00 | 40.00 | 14,760.00 | ||
| 736-10 | underground junction box (type d) | 10 | ea | 250.00 | 2,500.00 | 250.00 | 2,500.00 | 230.00 | 2,300.00 | ||
| 736-11-A | conduit (13mm diam. rigid) | 27 | ln m | 10.00 | 270.00 | 10.00 | 270.00 | 10.00 | 270.00 | ||
| 736-11-B | conduit (25mm diam. rigid) | 34 | ln m | 20.00 | 680.00 | 20.00 | 680.00 | 20.00 | 680.00 | ||
| 736-11-C | conduit (50mm diam. rigid) | 100 | ln m | 35.00 | 3,500.00 | 38.00 | 3,800.00 | 35.00 | 3,500.00 | ||
| 736-11-D | conduit (75mm diam. rigid) | 6 | ln m | 70.00 | 420.00 | 70.00 | 420.00 | 68.00 | 408.00 | ||
| 736-12-A | conductor (2c loop lead-in / #16 awg) | 235 | ln m | 3.00 | 705.00 | 3.50 | 822.50 | 3.00 | 705.00 | ||
| 736-12-B | conductor (power) | 14 | ln m | 6.00 | 84.00 | 7.00 | 98.00 | 6.00 | 84.00 | ||
| 740-01 | construction layout | lump | lump | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | ||
| 742-01-A | sanitary sewer pipe (200mm pvc, astm d3034, sdr 35) | 1,131 | ln m | 160.00 | 180,960.00 | 140.00 | 158,340.00 | 120.00 | 135,720.00 | ||
| 742-01-B | sanitary sewer pipe (200mm hdpe,astm d3034, sdr 35) | 35 | ln m | 300.00 | 10,500.00 | 260.00 | 9,100.00 | 220.00 | 7,700.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 30 | ea | 800.00 | 24,000.00 | 500.00 | 15,000.00 | 600.00 | 18,000.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 150 | ln m | 200.00 | 30,000.00 | 50.00 | 7,500.00 | 120.00 | 18,000.00 | ||
| 802-02 | structural excavation for intermediate bents | 51.4 | cu m | 35.00 | 1,799.00 | 25.00 | 1,285.00 | 30.00 | 1,542.00 | ||
| 803-03 | steel sheet pile wall | 1,271.3 | sq m | 135.00 | 171,625.50 | 150.00 | 190,695.00 | 160.00 | 203,408.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 34.0 | ln m | 250.00 | 8,500.00 | 200.00 | 6,800.00 | 230.00 | 7,820.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 774.0 | ln m | 160.00 | 123,840.00 | 150.00 | 116,100.00 | 180.00 | 139,320.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 15.00 | cu m | 1,000.00 | 15,000.00 | 1,300.00 | 19,500.00 | 1,000.00 | 15,000.00 | ||
| 805-01-F | class a concrete (bents) | 986.25 | cu m | 500.00 | 493,125.00 | 600.00 | 591,750.00 | 650.00 | 641,062.50 | ||
| 805-03 | class aa concrete | 1,364.14 | cu m | 450.00 | 613,863.00 | 700.00 | 954,898.00 | 550.00 | 750,277.00 | ||
| 805-08-B | precast-prestressed concrete girders (type ii) | 2,838.89 | ln m | 165.00 | 468,416.85 | 150.00 | 425,833.50 | 170.00 | 482,611.30 | ||
| 805-11 | strip seal joints (100mm) | 172.90 | ln m | 350.00 | 60,515.00 | 400.00 | 69,160.00 | 350.00 | 60,515.00 | ||
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) | 107.85 | ln m | 1,600.00 | 172,560.00 | 1,500.00 | 161,775.00 | 1,400.00 | 150,990.00 | ||
| 806-01 | deformed reinforcing steel | 339,666 | kg | 1.40 | 475,532.40 | 1.75 | 594,415.50 | 1.50 | 509,499.00 | ||
| 807-06 | structural metalwork (462 kg) | lump | lump | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | ||
| 810-01 | concrete railing (810mm barrier) | 732.60 | ln m | 112.00 | 82,051.20 | 150.00 | 109,890.00 | 140.00 | 102,564.00 | ||
| 813-01 | concrete approach slabs | 1,182.69 | sq m | 150.00 | 177,403.50 | 155.00 | 183,316.95 | 150.00 | 177,403.50 | ||
| 814-01-B | drilled shaft (600 mm) | 325.87 | ln m | 270.00 | 87,984.90 | 340.00 | 110,795.80 | 230.00 | 74,950.10 | ||
| 814-01-C | drilled shaft (750 mm) | 1,892.00 | ln m | 430.00 | 813,560.00 | 430.00 | 813,560.00 | 300.00 | 567,600.00 | ||
| 814-02-C | test hole (750 mm) | 25.00 | ln m | 1,200.00 | 30,000.00 | 700.00 | 17,500.00 | 600.00 | 15,000.00 | ||
| 814-03 | permanent casing (600mm diam.) | 22.00 | ln m | 280.00 | 6,160.00 | 300.00 | 6,600.00 | 250.00 | 5,500.00 | ||
| 814-03-A | permanent casing (750mm diam.) | 452.00 | ln m | 380.00 | 171,760.00 | 350.00 | 158,200.00 | 340.00 | 153,680.00 | ||
| 814-04-B | crosshole sonic logging (600 mm) | 22 | ea | 1,500.00 | 33,000.00 | 550.00 | 12,100.00 | 1,200.00 | 26,400.00 | ||
| 814-04-C | crosshole sonic logging (750 mm) | 78 | ea | 2,000.00 | 156,000.00 | 550.00 | 42,900.00 | 1,200.00 | 93,600.00 | ||
| S-001 | traffic maintanence asphaltic concrete | 218.8 | Mg | 100.00 | 21,880.00 | 75.00 | 16,410.00 | 120.00 | 26,256.00 | ||
| S-003 | portable impact attenuator | 2 | each | 22,000.00 | 44,000.00 | 20,000.00 | 40,000.00 | 20,000.00 | 40,000.00 | ||
| S-005 | interconnect cable | lump | lump | 5,000.00 | 5,000.00 | 5,200.00 | 5,200.00 | 5,000.00 | 5,000.00 | ||
| S-006 | full depth concrete saw cutting (avg. 25.4cm per meter) | 700 | ln m | 28.00 | 19,600.00 | 20.00 | 14,000.00 | 27.00 | 18,900.00 | ||
| S-101 | mechanically stabilized earth wall | 346.94 | sq m | 770.00 | 267,143.80 | 575.00 | 199,490.50 | 600.00 | 208,164.00 | ||
| S-103 | test drilled shaft | 2 | each | 42,000.00 | 84,000.00 | 18,000.00 | 36,000.00 | 30,000.00 | 60,000.00 | ||
| S-104 | loading test drilled shaft | 2 | each | 60,000.00 | 120,000.00 | 40,000.00 | 80,000.00 | 38,000.00 | 76,000.00 | ||
| CONTRACTOR TOTAL | 18,599,933.18 | 19,468,772.32 | 19,556,776.70 | ||||||||