| REBID |
| ||
| Lead Project: 023-10-0034 | |||
| Parish: LINCOLN | |||
| Routes: US 167 | |||
| Description: RUSTON - VIENNA | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, pvmt widening, superpave acp (alternate a1 & a2), portland cement conc. pvmt. (alternate a1) and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $16,971,824.00 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $16,717,356.82 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,721,600.64 |
| 4 | 39462 | DENTON-JAMES LLC | $17,568,432.66 |
| 5 | 21810 | HIGHWAY SPECIALISTS INC. | $18,736,079.13 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - DENTON-JAMES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 245,000.00 | 245,000.00 | 10,500.00 | 10,500.00 | 50,000.00 | 50,000.00 | 720,000.00 | 720,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 60,000.00 | 60,000.00 | 63,000.00 | 63,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 44+692; 914mm x 610mm x 18.37 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 45+033; 610mm x 610mm x 17.10 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 45+843; 457mm x 910mm x 18.38 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-04 | removal of concrete box culverts (sta. 46+561; 610mm x 910mm x 20.94 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-05 | removal of concrete box culverts (sta. 47+126; 610mm x 910mm x 23.50 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-06 | removal of concrete box culverts (sta. 47+522; 610mm x 610mm x 16.15 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-07 | removal of concrete box culverts (sta. 48+220; 610mm x 610mm x 7.87 m) |
1 | ea | 500.00 | 500.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-08 | removal of concrete box culverts (sta. 48+232; 610mm x 610mm x 18.29 m) |
1 | ea | 500.00 | 500.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-09 | removal of concrete box culverts (sta. 48+512; 610mm x 914mm x 21.64 m) |
1 | ea | 500.00 | 500.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-10 | removal of concrete box culverts (sta. 49+464; 610mm x 914mm x 28.35 m) |
1 | ea | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 55,996 | sq m | 2.50 | 139,990.00 | 4.62 | 258,701.52 | 3.35 | 187,586.60 | 4.20 | 235,183.20 |
| 202-02-D | removal of concrete walks & drives | 717 | sq m | 6.00 | 4,302.00 | 11.55 | 8,281.35 | 7.00 | 5,019.00 | 10.00 | 7,170.00 |
| 202-02-E | removal of concrete curbs | 235.0 | ln m | 15.00 | 3,525.00 | 9.45 | 2,220.75 | 10.00 | 2,350.00 | 9.00 | 2,115.00 |
| 202-02-G | removal of surfacing & stabilized base | 38,984.4 | sq m | 2.00 | 77,968.80 | 2.07 | 80,697.70 | 2.75 | 107,207.10 | 2.40 | 93,562.56 |
| 202-02-H | removal of guard rail | 693 | ln m | 10.00 | 6,930.00 | 3.15 | 2,182.95 | 12.00 | 8,316.00 | 6.00 | 4,158.00 |
| 202-02-I | removal of asphaltic concrete pavement (thickness varies 50mm-220mm) |
55,855 | sq m | 2.00 | 111,710.00 | 1.53 | 85,458.15 | 1.30 | 72,611.50 | 1.50 | 83,782.50 |
| 202-02-J | removal of 8m x 16m brick house on slab (sta. 47+632 lt.) |
1 | each | 4,000.00 | 4,000.00 | 3,570.00 | 3,570.00 | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 |
| 202-02-K | removal of 8m x 11m wood house on piers (sta. 45+911 lt.) |
1 | each | 1,000.00 | 1,000.00 | 6,300.00 | 6,300.00 | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 |
| 203-01 | general excavation | 496,518 | cu m | 3.30 | 1,638,509.40 | 4.20 | 2,085,375.60 | 3.24 | 1,608,718.32 | 3.30 | 1,638,509.40 |
| 203-04 | embankment | 357,398 | cu m | 2.90 | 1,036,454.20 | 3.89 | 1,390,278.22 | 4.00 | 1,429,592.00 | 3.00 | 1,072,194.00 |
| 203-05-A | nonplastic embankment (stone) | 2,353 | cu m | 75.00 | 176,475.00 | 68.25 | 160,592.25 | 80.00 | 188,240.00 | 80.00 | 188,240.00 |
| 204-02 | temporary hay or straw bales | 100 | ea | 6.00 | 600.00 | 5.25 | 525.00 | 15.00 | 1,500.00 | 5.00 | 500.00 |
| 204-05-A | temporary sediment check dams (hay) | 15 | ea | 110.00 | 1,650.00 | 105.00 | 1,575.00 | 225.00 | 3,375.00 | 100.00 | 1,500.00 |
| 204-05-B | temporary sediment check dams (stone) | 10 | ea | 350.00 | 3,500.00 | 315.00 | 3,150.00 | 350.00 | 3,500.00 | 600.00 | 6,000.00 |
| 204-06 | temporary silt fencing | 4,300 | ln m | 4.00 | 17,200.00 | 3.15 | 13,545.00 | 7.00 | 30,100.00 | 3.00 | 12,900.00 |
| 204-07 | temporary stone construction entrance | 2 | ea | 1,000.00 | 2,000.00 | 1,575.00 | 3,150.00 | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 |
| 302-01 | class ii base course (stone or recycled pccp) | 29,576.5 | cu m | 55.00 | 1,626,707.50 | 70.87 | 2,096,086.55 | 80.00 | 2,366,120.00 | 62.00 | 1,833,743.00 |
| 304-01 | lime | 1,134.00 | Mg | 110.00 | 124,740.00 | 1.00 | 1,134.00 | 115.00 | 130,410.00 | 100.00 | 113,400.00 |
| 304-04 | lime treatment (type d) (300 mm thick) | 75,000 | sq m | 1.20 | 90,000.00 | 1.05 | 78,750.00 | 1.00 | 75,000.00 | 1.60 | 120,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
313 | cu m | 100.00 | 31,300.00 | 23.96 | 7,499.48 | 60.00 | 18,780.00 | 65.00 | 20,345.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | cu m | 45.00 | 135,000.00 | 5.97 | 17,910.00 | 35.00 | 105,000.00 | 55.00 | 165,000.00 |
| 509-01 | cold planing asphaltic concrete pavement (50mm) thick | 1,949 | sq m | 3.50 | 6,821.50 | 4.49 | 8,751.01 | 3.00 | 5,847.00 | 2.50 | 4,872.50 |
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 156.0 | ln m | 300.00 | 46,800.00 | 157.50 | 24,570.00 | 100.00 | 15,600.00 | 150.00 | 23,400.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 47.5 | ln m | 400.00 | 19,000.00 | 199.50 | 9,476.25 | 135.00 | 6,412.50 | 190.00 | 9,025.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 124.0 | ln m | 430.00 | 53,320.00 | 241.50 | 29,946.00 | 200.00 | 24,800.00 | 230.00 | 28,520.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 284.0 | ln m | 450.00 | 127,800.00 | 273.00 | 77,532.00 | 225.00 | 63,900.00 | 260.00 | 73,840.00 |
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 49.0 | ln m | 500.00 | 24,500.00 | 399.00 | 19,551.00 | 330.00 | 16,170.00 | 380.00 | 18,620.00 |
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 72.5 | ln m | 550.00 | 39,875.00 | 745.50 | 54,048.75 | 565.00 | 40,962.50 | 700.00 | 50,750.00 |
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 5,374.5 | ln m | 100.00 | 537,450.00 | 126.00 | 677,187.00 | 80.00 | 429,960.00 | 120.00 | 644,940.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 1,091.0 | ln m | 115.00 | 125,465.00 | 147.00 | 160,377.00 | 95.00 | 103,645.00 | 140.00 | 152,740.00 |
| 701-03-G-01 | storm drain pipe (450mm rpvccp or rpecp)(outfall) | 10.0 | ln m | 170.00 | 1,700.00 | 189.00 | 1,890.00 | 115.00 | 1,150.00 | 170.00 | 1,700.00 |
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 699.5 | ln m | 140.00 | 97,930.00 | 194.25 | 135,877.87 | 130.00 | 90,935.00 | 180.00 | 125,910.00 |
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 202.5 | ln m | 200.00 | 40,500.00 | 241.50 | 48,903.75 | 180.00 | 36,450.00 | 220.00 | 44,550.00 |
| 701-05-G | side drain pipe (450 mm) | 109.0 | ln m | 110.00 | 11,990.00 | 178.50 | 19,456.50 | 100.00 | 10,900.00 | 160.00 | 17,440.00 |
| 701-05-I | side drain pipe (600 mm) | 191.5 | ln m | 120.00 | 22,980.00 | 199.50 | 38,204.25 | 135.00 | 25,852.50 | 180.00 | 34,470.00 |
| 701-05-K | side drain pipe (750 mm) | 90.5 | ln m | 160.00 | 14,480.00 | 252.00 | 22,806.00 | 175.00 | 15,837.50 | 240.00 | 21,720.00 |
| 701-09-A | fabricating pipe fittings (375 x 375 x 375 mm) | 1 | ea | 750.00 | 750.00 | 1,155.00 | 1,155.00 | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 |
| 701-09-B | fabricating pipe fittings (450 x 375 x 450 mm) | 3 | ea | 800.00 | 2,400.00 | 1,155.00 | 3,465.00 | 1,250.00 | 3,750.00 | 1,000.00 | 3,000.00 |
| 701-09-C | fabricating pipe fittings (600 x 375 x 600 mm) | 4 | ea | 1,000.00 | 4,000.00 | 1,575.00 | 6,300.00 | 1,500.00 | 6,000.00 | 1,500.00 | 6,000.00 |
| 701-09-D | fabricating pipe fittings (450mm-30 degree elbow) | 2 | ea | 800.00 | 1,600.00 | 1,050.00 | 2,100.00 | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 |
| 702-02-F | manholes (mh-01) | 2 | ea | 2,100.00 | 4,200.00 | 5,250.00 | 10,500.00 | 3,000.00 | 6,000.00 | 2,500.00 | 5,000.00 |
| 702-03-A | catch basins (cb-01) | 62 | ea | 2,500.00 | 155,000.00 | 2,835.00 | 175,770.00 | 2,200.00 | 136,400.00 | 2,400.00 | 148,800.00 |
| 702-03-C | catch basins (cb-06) | 122 | ea | 2,300.00 | 280,600.00 | 2,100.00 | 256,200.00 | 3,000.00 | 366,000.00 | 2,800.00 | 341,600.00 |
| 702-03-D | catch basins (cb-07) | 87 | ea | 2,800.00 | 243,600.00 | 1,575.00 | 137,025.00 | 4,000.00 | 348,000.00 | 3,700.00 | 321,900.00 |
| 702-03-F | catch basins (cb-08) | 27 | ea | 5,000.00 | 135,000.00 | 5,250.00 | 141,750.00 | 7,500.00 | 202,500.00 | 5,800.00 | 156,600.00 |
| 703-03 | perforated pipe underdrains | 8,375 | ln m | 20.00 | 167,500.00 | 14.10 | 118,087.50 | 16.50 | 138,187.50 | 18.00 | 150,750.00 |
| 703-04 | nonperforated pipe underdrains | 177 | ln m | 160.00 | 28,320.00 | 32.71 | 5,789.67 | 30.00 | 5,310.00 | 110.00 | 19,470.00 |
| 706-02-C | concrete drive (150 mm thick) | 4,686.2 | sq m | 40.00 | 187,448.00 | 57.75 | 270,628.05 | 37.00 | 173,389.40 | 52.00 | 243,682.40 |
| 708-01 | right-of-way monument | 252 | ea | 200.00 | 50,400.00 | 157.50 | 39,690.00 | 250.00 | 63,000.00 | 100.00 | 25,200.00 |
| 708-02 | right-of-way monument witness post | 252 | ea | 200.00 | 50,400.00 | 157.50 | 39,690.00 | 250.00 | 63,000.00 | 100.00 | 25,200.00 |
| 711-02-C | riprap (15 kg) | 17 | cu m | 150.00 | 2,550.00 | 126.00 | 2,142.00 | 85.00 | 1,445.00 | 100.00 | 1,700.00 |
| 711-04 | geotextile fabric | 50 | sq m | 3.00 | 150.00 | 3.15 | 157.50 | 5.50 | 275.00 | 2.50 | 125.00 |
| 713-01 | temporary signs & barricades | lump | lump | 50,000.00 | 50,000.00 | 110,538.75 | 110,538.75 | 125,000.00 | 125,000.00 | 110,000.00 | 110,000.00 |
| 713-03-E | temporary pavement markings (600 mm width) | 70 | ln m | 2.00 | 140.00 | 4.15 | 290.50 | 18.00 | 1,260.00 | 2.00 | 140.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 20.000 | km | 250.00 | 5,000.00 | 624.75 | 12,495.00 | 550.00 | 11,000.00 | 250.00 | 5,000.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
50.000 | km | 8,000.00 | 400,000.00 | 3,000.00 | 150,000.00 | 1.00 | 50.00 | 8,000.00 | 400,000.00 |
| 713-07 | temporary reflectorized raised pavement markers | 1,568 | ea | 0.35 | 548.80 | 1.58 | 2,477.44 | 6.00 | 9,408.00 | 2.00 | 3,136.00 |
| 715-01 | topsoil | 1,161 | cu m | 90.00 | 104,490.00 | 23.10 | 26,819.10 | 30.00 | 34,830.00 | 20.00 | 23,220.00 |
| 716-01-A | mulch (vegetative) | 30.0 | hctr | 900.00 | 27,000.00 | 945.00 | 28,350.00 | 950.00 | 28,500.00 | 900.00 | 27,000.00 |
| 717-01 | seeding | 1,488 | kg | 12.00 | 17,856.00 | 12.08 | 17,975.04 | 12.50 | 18,600.00 | 11.50 | 17,112.00 |
| 718-01 | fertilizer | 26,454 | kg | 0.40 | 10,581.60 | 0.41 | 10,846.14 | 0.45 | 11,904.30 | 0.40 | 10,581.60 |
| 720-01-A | erosion control system, slope protection (type a) | 24,375 | sq m | 1.00 | 24,375.00 | 1.05 | 25,593.75 | 1.10 | 26,812.50 | 1.00 | 24,375.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,561 | sq m | 1.00 | 1,561.00 | 1.05 | 1,639.05 | 1.10 | 1,717.10 | 1.00 | 1,561.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 12,326 | sq m | 1.00 | 12,326.00 | 1.05 | 12,942.30 | 1.10 | 13,558.60 | 1.00 | 12,326.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 30,000.00 | 30,000.00 | 20,420.59 | 20,420.59 | 24,000.00 | 24,000.00 | 30,000.00 | 30,000.00 |
| 724-02 | pavement widening (temporary)(310mm thickness) | 7,665.0 | sq m | 45.00 | 344,925.00 | 63.14 | 483,968.10 | 42.00 | 321,930.00 | 42.00 | 321,930.00 |
| 725-02 | temporary detour roads | 11,585.6 | sq m | 60.00 | 695,136.00 | 65.60 | 760,015.36 | 56.00 | 648,793.60 | 42.00 | 486,595.20 |
| 726-01 | bedding material | 4,032.8 | cu m | 70.00 | 282,296.00 | 52.50 | 211,722.00 | 50.00 | 201,640.00 | 44.00 | 177,443.20 |
| 727-01 | mobilization | lump | lump | 1,600,000.00 | 1,600,000.00 | 1,400,000.00 | 1,400,000.00 | 1,600,000.00 | 1,600,000.00 | 1,500,000.00 | 1,500,000.00 |
| 729-19-A | dead end road installation (type a) | 1 | ea | 4,000.00 | 4,000.00 | 6,300.00 | 6,300.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 731-02 | reflectorized raised pavement markers | 4,032 | ea | 4.50 | 18,144.00 | 5.46 | 22,014.72 | 8.00 | 32,256.00 | 4.50 | 18,144.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 208 | ln m | 3.00 | 624.00 | 3.10 | 644.80 | 28.00 | 5,824.00 | 2.70 | 561.60 |
| 732-01-E | plastic pavement striping (600 mm width) | 485 | ln m | 8.00 | 3,880.00 | 9.40 | 4,559.00 | 23.00 | 11,155.00 | 8.00 | 3,880.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 29.425 | km | 1,000.00 | 29,425.00 | 1,369.20 | 40,288.71 | 3,500.00 | 102,987.50 | 1,200.00 | 35,310.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 100 | ea | 125.00 | 12,500.00 | 162.75 | 16,275.00 | 350.00 | 35,000.00 | 130.00 | 13,000.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 5 | ea | 150.00 | 750.00 | 183.75 | 918.75 | 300.00 | 1,500.00 | 150.00 | 750.00 |
| 735-01 | mailboxes | 75 | ea | 5.00 | 375.00 | 15.75 | 1,181.25 | 60.00 | 4,500.00 | 1.00 | 75.00 |
| 735-02 | mailbox supports (single) | 75 | ea | 130.00 | 9,750.00 | 157.50 | 11,812.50 | 180.00 | 13,500.00 | 110.00 | 8,250.00 |
| 740-01 | construction layout | lump | lump | 180,000.00 | 180,000.00 | 157,500.00 | 157,500.00 | 220,000.00 | 220,000.00 | 200,000.00 | 200,000.00 |
| 741-09 | adjusting water house connections | 20 | ea | 150.00 | 3,000.00 | 210.00 | 4,200.00 | 350.00 | 7,000.00 | 500.00 | 10,000.00 |
| 741-10 | adjusting water service lines | 400 | ln m | 50.00 | 20,000.00 | 31.50 | 12,600.00 | 40.00 | 16,000.00 | 70.00 | 28,000.00 |
| 742-02 | adjusting sanitary sewer house connections | 20 | ea | 300.00 | 6,000.00 | 525.00 | 10,500.00 | 500.00 | 10,000.00 | 600.00 | 12,000.00 |
| 742-03 | adjusting sanitary sewer service lines | 400 | ln m | 50.00 | 20,000.00 | 42.00 | 16,800.00 | 45.00 | 18,000.00 | 80.00 | 32,000.00 |
| S-001 | plugging existing waterwells | 2 | ea | 1,500.00 | 3,000.00 | 5,250.00 | 10,500.00 | 6,000.00 | 12,000.00 | 500.00 | 1,000.00 |
| SUBTOTAL GENERAL | 11,949,274.80 | 12,532,698.47 | 12,421,931.02 | 12,626,218.16 | |||||||
| ALTERNATE A | alternate typical sections | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 1,765.2 | Mg | 87.00 | 153,572.40 | 0.00 | 0.00 | 0.00 | 0.00 | 95.00 | 167,694.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,525.6 | Mg | 87.00 | 132,727.20 | 0.00 | 0.00 | 0.00 | 0.00 | 95.00 | 144,932.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 128,419.3 | sq m | 34.00 | 4,366,256.20 | 0.00 | 0.00 | 0.00 | 0.00 | 33.00 | 4,237,836.90 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
4,065.4 | sq m | 48.00 | 195,139.20 | 0.00 | 0.00 | 0.00 | 0.00 | 45.00 | 182,943.00 |
| 601-04 | portland cement concrete pavement coring | 265 | ea | 150.00 | 39,750.00 | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 26,500.00 |
| 707-01 | concrete curb | 9,225.8 | ln m | 8.00 | 73,806.40 | 0.00 | 0.00 | 0.00 | 0.00 | 13.00 | 119,935.40 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape(type v |
21.508 | km | 2,850.00 | 61,297.80 | 0.00 | 0.00 | 0.00 | 0.00 | 2,900.00 | 62,373.20 |
| SUBTOTAL ALT A1 | 5,022,549.20 | 4,942,214.50 | |||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 61,872.8 | Mg | 0.00 | 0.00 | 53.56 | 3,313,907.16 | 60.00 | 3,712,368.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
3,307.0 | Mg | 0.00 | 0.00 | 69.83 | 230,927.81 | 60.00 | 198,420.00 | 0.00 | 0.00 |
| 707-03 | combination concrete curb & gutter | 9,225.8 | ln m | 0.00 | 0.00 | 68.25 | 629,660.85 | 42.00 | 387,483.60 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 21.508 | km | 0.00 | 0.00 | 472.50 | 10,162.53 | 65.00 | 1,398.02 | 0.00 | 0.00 |
| SUBTOTAL ALT A2 | 4,184,658.35 | 4,299,669.62 | |||||||||
| CONTRACTOR TOTAL | 16,971,824.00 | 16,717,356.82 | 16,721,600.64 | 17,568,432.66 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - HIGHWAY SPECIALISTS INC. |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 500,000.00 | 500,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 202-02-B-01 | removal of concrete box culverts (sta. 44+692; 914mm x 610mm x 18.37 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-02 | removal of concrete box culverts (sta. 45+033; 610mm x 610mm x 17.10 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-03 | removal of concrete box culverts (sta. 45+843; 457mm x 910mm x 18.38 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-04 | removal of concrete box culverts (sta. 46+561; 610mm x 910mm x 20.94 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-05 | removal of concrete box culverts (sta. 47+126; 610mm x 910mm x 23.50 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-06 | removal of concrete box culverts (sta. 47+522; 610mm x 610mm x 16.15 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-07 | removal of concrete box culverts (sta. 48+220; 610mm x 610mm x 7.87 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-08 | removal of concrete box culverts (sta. 48+232; 610mm x 610mm x 18.29 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-09 | removal of concrete box culverts (sta. 48+512; 610mm x 914mm x 21.64 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-B-10 | removal of concrete box culverts (sta. 49+464; 610mm x 914mm x 28.35 m) |
1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 55,996 | sq m | 1.50 | 83,994.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 717 | sq m | 6.00 | 4,302.00 | ||||||
| 202-02-E | removal of concrete curbs | 235.0 | ln m | 18.00 | 4,230.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 38,984.4 | sq m | 0.50 | 19,492.20 | ||||||
| 202-02-H | removal of guard rail | 693 | ln m | 9.00 | 6,237.00 | ||||||
| 202-02-I | removal of asphaltic concrete pavement (thickness varies 50mm-220mm) |
55,855 | sq m | 0.50 | 27,927.50 | ||||||
| 202-02-J | removal of 8m x 16m brick house on slab (sta. 47+632 lt.) |
1 | each | 3,500.00 | 3,500.00 | ||||||
| 202-02-K | removal of 8m x 11m wood house on piers (sta. 45+911 lt.) |
1 | each | 3,500.00 | 3,500.00 | ||||||
| 203-01 | general excavation | 496,518 | cu m | 5.05 | 2,507,415.90 | ||||||
| 203-04 | embankment | 357,398 | cu m | 5.60 | 2,001,428.80 | ||||||
| 203-05-A | nonplastic embankment (stone) | 2,353 | cu m | 90.00 | 211,770.00 | ||||||
| 204-02 | temporary hay or straw bales | 100 | ea | 5.00 | 500.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 15 | ea | 100.00 | 1,500.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 10 | ea | 350.00 | 3,500.00 | ||||||
| 204-06 | temporary silt fencing | 4,300 | ln m | 3.00 | 12,900.00 | ||||||
| 204-07 | temporary stone construction entrance | 2 | ea | 3,000.00 | 6,000.00 | ||||||
| 302-01 | class ii base course (stone or recycled pccp) | 29,576.5 | cu m | 70.00 | 2,070,355.00 | ||||||
| 304-01 | lime | 1,134.00 | Mg | 115.00 | 130,410.00 | ||||||
| 304-04 | lime treatment (type d) (300 mm thick) | 75,000 | sq m | 1.50 | 112,500.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
313 | cu m | 20.00 | 6,260.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | cu m | 60.00 | 180,000.00 | ||||||
| 509-01 | cold planing asphaltic concrete pavement (50mm) thick | 1,949 | sq m | 15.00 | 29,235.00 | ||||||
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 156.0 | ln m | 140.00 | 21,840.00 | ||||||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 47.5 | ln m | 230.00 | 10,925.00 | ||||||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 124.0 | ln m | 240.00 | 29,760.00 | ||||||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 284.0 | ln m | 260.00 | 73,840.00 | ||||||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 49.0 | ln m | 350.00 | 17,150.00 | ||||||
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 72.5 | ln m | 550.00 | 39,875.00 | ||||||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 5,374.5 | ln m | 100.00 | 537,450.00 | ||||||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 1,091.0 | ln m | 110.00 | 120,010.00 | ||||||
| 701-03-G-01 | storm drain pipe (450mm rpvccp or rpecp)(outfall) | 10.0 | ln m | 195.00 | 1,950.00 | ||||||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 699.5 | ln m | 130.00 | 90,935.00 | ||||||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 202.5 | ln m | 175.00 | 35,437.50 | ||||||
| 701-05-G | side drain pipe (450 mm) | 109.0 | ln m | 85.00 | 9,265.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 191.5 | ln m | 105.00 | 20,107.50 | ||||||
| 701-05-K | side drain pipe (750 mm) | 90.5 | ln m | 150.00 | 13,575.00 | ||||||
| 701-09-A | fabricating pipe fittings (375 x 375 x 375 mm) | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 701-09-B | fabricating pipe fittings (450 x 375 x 450 mm) | 3 | ea | 900.00 | 2,700.00 | ||||||
| 701-09-C | fabricating pipe fittings (600 x 375 x 600 mm) | 4 | ea | 1,200.00 | 4,800.00 | ||||||
| 701-09-D | fabricating pipe fittings (450mm-30 degree elbow) | 2 | ea | 900.00 | 1,800.00 | ||||||
| 702-02-F | manholes (mh-01) | 2 | ea | 2,800.00 | 5,600.00 | ||||||
| 702-03-A | catch basins (cb-01) | 62 | ea | 2,200.00 | 136,400.00 | ||||||
| 702-03-C | catch basins (cb-06) | 122 | ea | 2,500.00 | 305,000.00 | ||||||
| 702-03-D | catch basins (cb-07) | 87 | ea | 3,300.00 | 287,100.00 | ||||||
| 702-03-F | catch basins (cb-08) | 27 | ea | 6,200.00 | 167,400.00 | ||||||
| 703-03 | perforated pipe underdrains | 8,375 | ln m | 12.00 | 100,500.00 | ||||||
| 703-04 | nonperforated pipe underdrains | 177 | ln m | 30.00 | 5,310.00 | ||||||
| 706-02-C | concrete drive (150 mm thick) | 4,686.2 | sq m | 40.00 | 187,448.00 | ||||||
| 708-01 | right-of-way monument | 252 | ea | 100.00 | 25,200.00 | ||||||
| 708-02 | right-of-way monument witness post | 252 | ea | 85.00 | 21,420.00 | ||||||
| 711-02-C | riprap (15 kg) | 17 | cu m | 250.00 | 4,250.00 | ||||||
| 711-04 | geotextile fabric | 50 | sq m | 1.00 | 50.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 800,000.00 | 800,000.00 | ||||||
| 713-03-E | temporary pavement markings (600 mm width) | 70 | ln m | 15.00 | 1,050.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 20.000 | km | 1,500.00 | 30,000.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
50.000 | km | 1,450.00 | 72,500.00 | ||||||
| 713-07 | temporary reflectorized raised pavement markers | 1,568 | ea | 5.50 | 8,624.00 | ||||||
| 715-01 | topsoil | 1,161 | cu m | 20.00 | 23,220.00 | ||||||
| 716-01-A | mulch (vegetative) | 30.0 | hctr | 900.00 | 27,000.00 | ||||||
| 717-01 | seeding | 1,488 | kg | 11.50 | 17,112.00 | ||||||
| 718-01 | fertilizer | 26,454 | kg | 0.39 | 10,317.06 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 24,375 | sq m | 1.00 | 24,375.00 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,561 | sq m | 1.00 | 1,561.00 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 12,326 | sq m | 1.00 | 12,326.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 17,500.00 | 17,500.00 | ||||||
| 724-02 | pavement widening (temporary)(310mm thickness) | 7,665.0 | sq m | 36.00 | 275,940.00 | ||||||
| 725-02 | temporary detour roads | 11,585.6 | sq m | 36.00 | 417,081.60 | ||||||
| 726-01 | bedding material | 4,032.8 | cu m | 70.00 | 282,296.00 | ||||||
| 727-01 | mobilization | lump | lump | 1,800,000.00 | 1,800,000.00 | ||||||
| 729-19-A | dead end road installation (type a) | 1 | ea | 4,250.00 | 4,250.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 4,032 | ea | 6.75 | 27,216.00 | ||||||
| 732-01-C | plastic pavement striping (200 mm width) | 208 | ln m | 25.00 | 5,200.00 | ||||||
| 732-01-E | plastic pavement striping (600 mm width) | 485 | ln m | 20.00 | 9,700.00 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 29.425 | km | 3,475.00 | 102,251.87 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 100 | ea | 350.00 | 35,000.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 5 | ea | 350.00 | 1,750.00 | ||||||
| 735-01 | mailboxes | 75 | ea | 5.00 | 375.00 | ||||||
| 735-02 | mailbox supports (single) | 75 | ea | 130.00 | 9,750.00 | ||||||
| 740-01 | construction layout | lump | lump | 300,000.00 | 300,000.00 | ||||||
| 741-09 | adjusting water house connections | 20 | ea | 1,150.00 | 23,000.00 | ||||||
| 741-10 | adjusting water service lines | 400 | ln m | 75.00 | 30,000.00 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 20 | ea | 500.00 | 10,000.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 400 | ln m | 55.00 | 22,000.00 | ||||||
| S-001 | plugging existing waterwells | 2 | ea | 3,500.00 | 7,000.00 | ||||||
| SUBTOTAL GENERAL | 14,738,450.93 | ||||||||||
| ALTERNATE A | alternate typical sections | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 1,765.2 | Mg | 0.00 | 0.00 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,525.6 | Mg | 0.00 | 0.00 | ||||||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 128,419.3 | sq m | 0.00 | 0.00 | ||||||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
4,065.4 | sq m | 0.00 | 0.00 | ||||||
| 601-04 | portland cement concrete pavement coring | 265 | ea | 0.00 | 0.00 | ||||||
| 707-01 | concrete curb | 9,225.8 | ln m | 0.00 | 0.00 | ||||||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape(type v |
21.508 | km | 0.00 | 0.00 | ||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 61,872.8 | Mg | 54.85 | 3,393,723.08 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
3,307.0 | Mg | 54.85 | 181,388.95 | ||||||
| 707-03 | combination concrete curb & gutter | 9,225.8 | ln m | 42.65 | 393,480.37 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 21.508 | km | 1,350.00 | 29,035.80 | ||||||
| SUBTOTAL ALT A2 | 3,997,628.20 | ||||||||||
| CONTRACTOR TOTAL | 18,736,079.13 | ||||||||||