| |||
| Lead Project: 015-04-0038 | |||
| Parish: GRANT | |||
| Routes: US 165 | |||
| Description: LA 123 - GEORGETOWN | |||
| Type Const:
grading, drain struct, lime trmt, class ii bc, pccp (alternate a-1), superpave acp (altnernate a-2), concrete slab span and quad beam bridges and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $14,360,991.75 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,231,881.66 |
| 34567 | JAMES CONSTRUCTION GROUP LLC | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
JAMES CONSTRUCTION GROUP LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 266,000.00 | 266,000.00 | 400,000.00 | 400,000.00 | 600,000.00 | 600,000.00 | ||
| 202-01 | removal of structures and obstructions | lump | lump | 21,000.00 | 21,000.00 | 3,500.00 | 3,500.00 | 37,000.00 | 37,000.00 | ||
| 202-02-G | removal of surfacing and stabilized base | 15,136.0 | sq m | 4.61 | 69,776.96 | 3.00 | 45,408.00 | 2.00 | 30,272.00 | ||
| 202-02-H | removal of guard rail | 375 | ln m | 8.00 | 3,000.00 | 7.00 | 2,625.00 | 9.00 | 3,375.00 | ||
| 202-02-01 | removal of concrete paved ditches | 319 | lm | 3.13 | 998.47 | 8.00 | 2,552.00 | 5.00 | 1,595.00 | ||
| 202-02-02 | removal of headwalls | 32 | each | 1,520.00 | 48,640.00 | 1,500.00 | 48,000.00 | 500.00 | 16,000.00 | ||
| 202-02-03 | removal of portion of existing sacked concrete revetment |
1 | each | 1,520.00 | 1,520.00 | 2,500.00 | 2,500.00 | 500.00 | 500.00 | ||
| 202-02-04 | removal of 10 m x 14 m wood frame residence on piers (rt. of sta. 5+100) |
1 | each | 0.10 | 0.10 | 4,000.00 | 4,000.00 | 500.00 | 500.00 | ||
| 202-02-05 | removal of underground storage tank (propane)(rt. of sta. 5+115) |
1 | each | 5,100.00 | 5,100.00 | 1,200.00 | 1,200.00 | 500.00 | 500.00 | ||
| 202-02-06 | removal of 8 m x 12 m wood frame residence on piers (rt. of sta. 5+315) (contains non-friable asbestos) |
1 | each | 0.10 | 0.10 | 4,000.00 | 4,000.00 | 500.00 | 500.00 | ||
| 202-02-07 | removal of 9 m x 20 m wood frame residence on piers (lt. of sta. 9+905) (contains non-friable asbestos) |
1 | each | 0.10 | 0.10 | 4,000.00 | 4,000.00 | 500.00 | 500.00 | ||
| 202-02-08 | removal of 2.44 m x 2.44 m wood frame sign (lt. of sta. 6+800) |
1 | each | 0.10 | 0.10 | 250.00 | 250.00 | 100.00 | 100.00 | ||
| 202-02-09 | removal of 1.83 m x 2.44 m wood frame sign (lt. of sta. 6+990) |
1 | each | 0.10 | 0.10 | 250.00 | 250.00 | 100.00 | 100.00 | ||
| 202-02-10 | removal of 6 m round swimming pool (6 m)(sta. 6+990) | 1 | each | 0.10 | 0.10 | 250.00 | 250.00 | 100.00 | 100.00 | ||
| 203-01 | general excavation | 318,369 | cu m | 2.26 | 719,513.94 | 2.90 | 923,270.10 | 2.00 | 636,738.00 | ||
| 203-02 | drainage excavation | 4,967 | cu m | 6.41 | 31,838.47 | 5.00 | 24,835.00 | 6.00 | 29,802.00 | ||
| 203-03 | muck excavation | 1,500 | cu m | 15.00 | 22,500.00 | 5.00 | 7,500.00 | 7.00 | 10,500.00 | ||
| 203-04 | embankment | 585,744 | cu m | 5.00 | 2,928,720.00 | 5.75 | 3,368,028.00 | 4.50 | 2,635,848.00 | ||
| 204-02 | temporary hay or straw bales | 224 | ea | 4.00 | 896.00 | 10.00 | 2,240.00 | 7.00 | 1,568.00 | ||
| 204-05-A | temporary sediment check dam (hay) | 119 | ea | 61.00 | 7,259.00 | 150.00 | 17,850.00 | 80.00 | 9,520.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 25 | ea | 200.00 | 5,000.00 | 400.00 | 10,000.00 | 250.00 | 6,250.00 | ||
| 204-06 | temporary silt fencing | 6,138 | ln m | 6.00 | 36,828.00 | 6.00 | 36,828.00 | 4.00 | 24,552.00 | ||
| 304-01 | lime | 2,418.84 | Mg | 10.00 | 24,188.40 | 30.00 | 72,565.20 | 56.00 | 135,455.04 | ||
| 304-04-D | lime treatment (type d) (9% by volume) (300 mm thick) | 159,976 | sq m | 0.10 | 15,997.60 | 0.30 | 47,992.80 | 0.75 | 119,982.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
74 | cu m | 92.00 | 6,808.00 | 65.00 | 4,810.00 | 80.00 | 5,920.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 50.00 | 50,000.00 | 40.00 | 40,000.00 | 35.00 | 35,000.00 | ||
| 701-01-F | cross drain pipe (375 mm rcp/pcp) | 325.2 | ln m | 111.50 | 36,259.80 | 100.00 | 32,520.00 | 116.00 | 37,723.20 | ||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 96.0 | ln m | 162.00 | 15,552.00 | 170.00 | 16,320.00 | 170.00 | 16,320.00 | ||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 85.2 | ln m | 223.00 | 18,999.60 | 215.00 | 18,318.00 | 235.00 | 20,022.00 | ||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 99.1 | ln m | 456.00 | 45,189.60 | 340.00 | 33,694.00 | 480.00 | 47,568.00 | ||
| 701-02-A | cross drain pipe arch (375 mm equiv. rcpa) | 27.7 | ln m | 131.00 | 3,628.70 | 210.00 | 5,817.00 | 140.00 | 3,878.00 | ||
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 64.4 | ln m | 506.00 | 32,586.40 | 400.00 | 25,760.00 | 530.00 | 34,132.00 | ||
| 701-05-F | side drain pipe (375 mm) | 68.0 | ln m | 81.00 | 5,508.00 | 85.00 | 5,780.00 | 85.00 | 5,780.00 | ||
| 701-05-G | side drain pipe (450 mm) | 18.0 | ln m | 111.50 | 2,007.00 | 110.00 | 1,980.00 | 120.00 | 2,160.00 | ||
| 701-05-I | side drain pipe (600 mm) | 130.0 | ln m | 137.00 | 17,810.00 | 170.00 | 22,100.00 | 145.00 | 18,850.00 | ||
| 701-06-D | side drain pipe arch(600 mm equiv.) | 30.0 | ln m | 193.00 | 5,790.00 | 200.00 | 6,000.00 | 205.00 | 6,150.00 | ||
| 701-09 | fabricating pipe fittings | 1 | ea | 1,520.00 | 1,520.00 | 1,000.00 | 1,000.00 | 1,600.00 | 1,600.00 | ||
| 701-10-06 | reinforced concrete pipe (extension)(610 mm) | 11.7 | ln m | 198.00 | 2,316.60 | 345.00 | 4,036.50 | 300.00 | 3,510.00 | ||
| 701-10-07 | reinforced concrete pipe (extension)(762 mm) | 6.9 | ln m | 278.75 | 1,923.37 | 350.00 | 2,415.00 | 400.00 | 2,760.00 | ||
| 701-15 | concrete collar | 3 | ea | 760.00 | 2,280.00 | 1,000.00 | 3,000.00 | 700.00 | 2,100.00 | ||
| 702-03-A | catch basins (cb-01) | 27 | ea | 2,300.00 | 62,100.00 | 2,400.00 | 64,800.00 | 2,500.00 | 67,500.00 | ||
| 702-03-B | catch basins (cb-02) | 5 | ea | 3,000.00 | 15,000.00 | 2,800.00 | 14,000.00 | 3,500.00 | 17,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 1 | ea | 1,115.00 | 1,115.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | ||
| 702-08-B | side drain safety end (type 2) | 2 | ea | 2,800.00 | 5,600.00 | 2,200.00 | 4,400.00 | 3,000.00 | 6,000.00 | ||
| 704-03 | blocked out guard rail | 746.78 | ln m | 52.00 | 38,832.56 | 55.00 | 41,072.90 | 51.00 | 38,085.78 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 106.68 | ln m | 146.00 | 15,575.28 | 160.00 | 17,068.80 | 144.00 | 15,361.92 | ||
| 704-11-A | guard rail end treatment (flared) | 14 | ea | 1,725.00 | 24,150.00 | 1,800.00 | 25,200.00 | 1,007.00 | 14,098.00 | ||
| 705-02 | combination mesh and barbed wire fence | 772 | ln m | 16.00 | 12,352.00 | 16.00 | 12,352.00 | 16.25 | 12,545.00 | ||
| 706-03-C | incidental concrete paving (150 mm thick) | 369.0 | sq m | 51.00 | 18,819.00 | 55.00 | 20,295.00 | 50.00 | 18,450.00 | ||
| 708-01 | right-of-way monument | 64 | ea | 92.00 | 5,888.00 | 250.00 | 16,000.00 | 180.00 | 11,520.00 | ||
| 708-02 | right-of-way monument witness post | 64 | ea | 92.00 | 5,888.00 | 250.00 | 16,000.00 | 180.00 | 11,520.00 | ||
| 711-01-D | riprap (25 kg x 460 mm thick) | 8,685 | sq m | 43.00 | 373,455.00 | 34.00 | 295,290.00 | 34.00 | 295,290.00 | ||
| 711-03-D | riprap (25 kg) | 1.0 | Mg | 202.00 | 202.00 | 500.00 | 500.00 | 75.00 | 75.00 | ||
| 711-04 | geotextile fabric | 8,685 | sq m | 2.00 | 17,370.00 | 1.50 | 13,027.50 | 2.00 | 17,370.00 | ||
| 712-02 | sacked concrete revetment | 40 | sq m | 150.00 | 6,000.00 | 300.00 | 12,000.00 | 90.00 | 3,600.00 | ||
| 712-03 | stone revetment | 841 | sq m | 41.00 | 34,481.00 | 50.00 | 42,050.00 | 46.00 | 38,686.00 | ||
| 712-04 | flexible revetment | 181 | sq m | 41.00 | 7,421.00 | 60.00 | 10,860.00 | 45.00 | 8,145.00 | ||
| 713-01 | temporary signs and barricades | lump | lump | 72,000.00 | 72,000.00 | 100,000.00 | 100,000.00 | 90,000.00 | 90,000.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 163 | ea | 0.35 | 57.05 | 6.00 | 978.00 | 0.35 | 57.05 | ||
| 716-01-A | mulch (vegetative) | 4.8 | hec | 1,400.00 | 6,720.00 | 1,500.00 | 7,200.00 | 1,400.00 | 6,720.00 | ||
| 717-01 | seeding | 1,897 | kg | 12.00 | 22,764.00 | 13.00 | 24,661.00 | 13.00 | 24,661.00 | ||
| 718-01 | fertilizer | 62,496 | kg | 0.45 | 28,123.20 | 0.50 | 31,248.00 | 0.40 | 24,998.40 | ||
| 718-02 | agricultural lime | 251.0 | Mg | 81.00 | 20,331.00 | 90.00 | 22,590.00 | 80.00 | 20,080.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 47,935 | sq m | 1.51 | 72,381.85 | 1.10 | 52,728.50 | 1.10 | 52,728.50 | ||
| 720-01-B | erosion control system, slope protection (type b) | 20,893 | sq m | 1.51 | 31,548.43 | 1.10 | 22,982.30 | 1.25 | 26,116.25 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,310 | sq m | 1.31 | 3,026.10 | 1.40 | 3,234.00 | 2.25 | 5,197.50 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 6,390 | sq m | 1.41 | 9,009.90 | 1.50 | 9,585.00 | 2.50 | 15,975.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 732 | sq m | 3.04 | 2,225.28 | 3.30 | 2,415.60 | 3.60 | 2,635.20 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 126 | sq m | 3.04 | 383.04 | 3.30 | 415.80 | 3.60 | 453.60 | ||
| 722-02 | project site laboratory (equipped) | 1 | each | 6,800.00 | 6,800.00 | 24,000.00 | 24,000.00 | 35,000.00 | 35,000.00 | ||
| 725-01 | temporary detour roads | 415.0 | ln m | 230.00 | 95,450.00 | 325.00 | 134,875.00 | 300.00 | 124,500.00 | ||
| 726-01 | bedding material | 2,328.9 | cu m | 45.61 | 106,221.12 | 50.00 | 116,445.00 | 60.00 | 139,734.00 | ||
| 727-01 | mobilization | lump | lump | 276,000.00 | 276,000.00 | 1,500,000.00 | 1,500,000.00 | 1,500,000.00 | 1,500,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 14 | ea | 66.00 | 924.00 | 75.00 | 1,050.00 | 65.00 | 910.00 | ||
| 731-01 | non-reflectorized raised pavement markers | 90 | ea | 10.14 | 912.60 | 12.00 | 1,080.00 | 10.00 | 900.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,017 | ea | 5.07 | 15,296.19 | 6.00 | 18,102.00 | 5.00 | 15,085.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 34.955 | km | 1,126.00 | 39,359.33 | 1,500.00 | 52,432.50 | 1,125.00 | 39,324.37 | ||
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 1.521 | km | 2,650.00 | 4,030.65 | 2,800.00 | 4,258.80 | 2,600.00 | 3,954.60 | ||
| 732-02-E | plastic pavement striping (solid line)(600 mm width) | 0.890 | km | 7,900.00 | 7,031.00 | 9,000.00 | 8,010.00 | 7,800.00 | 6,942.00 | ||
| 732-03-C-01 | plastic pavement striping (broken line)(200 mm width) (preformed marking tape - type v) |
0.090 | km | 2,500.00 | 225.00 | 4,800.00 | 432.00 | 2,500.00 | 225.00 | ||
| 732-04-A | plastic pavement legends and symbols (arrow) | 9 | ea | 127.00 | 1,143.00 | 150.00 | 1,350.00 | 125.00 | 1,125.00 | ||
| 732-04-C | plastic pavement legends and symbols (only) | 9 | ea | 127.00 | 1,143.00 | 160.00 | 1,440.00 | 125.00 | 1,125.00 | ||
| 735-01 | mailboxes | 4 | ea | 12.00 | 48.00 | 60.00 | 240.00 | 50.00 | 200.00 | ||
| 735-02 | mailbox supports (single) | 4 | ea | 180.00 | 720.00 | 175.00 | 700.00 | 250.00 | 1,000.00 | ||
| 740-01 | construction layout | lump | lump | 175,000.00 | 175,000.00 | 150,000.00 | 150,000.00 | 65,000.00 | 65,000.00 | ||
| 744-01 | traffic control management | lump | lump | 10,000.00 | 10,000.00 | 32,000.00 | 32,000.00 | 5,000.00 | 5,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 630.0 | ln m | 168.00 | 105,840.00 | 108.00 | 68,040.00 | 135.00 | 85,050.00 | ||
| 804-01-F | precast concrete piles (600 mm) | 1,520.0 | ln m | 250.00 | 380,000.00 | 200.00 | 304,000.00 | 200.00 | 304,000.00 | ||
| 804-05 | precast concrete test piles | 4 | ea | 24,000.00 | 96,000.00 | 15,000.00 | 60,000.00 | 10,000.00 | 40,000.00 | ||
| 804-09 | loading test pile | 4 | ea | 1.00 | 4.00 | 5,000.00 | 20,000.00 | 500.00 | 2,000.00 | ||
| 804-10 | reloading test pile | 4 | ea | 1.00 | 4.00 | 100.00 | 400.00 | 500.00 | 2,000.00 | ||
| 804-11 | redriving test pile | 4 | ea | 1.00 | 4.00 | 100.00 | 400.00 | 500.00 | 2,000.00 | ||
| 804-12 | loading permanent piles | 4 | ea | 1.00 | 4.00 | 5,000.00 | 20,000.00 | 500.00 | 2,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 146.60 | cu m | 710.00 | 104,086.00 | 1,000.00 | 146,600.00 | 1,000.00 | 146,600.00 | ||
| 805-01-F | class a concrete (bents) | 222.67 | cu m | 800.00 | 178,136.00 | 600.00 | 133,602.00 | 600.00 | 133,602.00 | ||
| 805-03 | class aa concrete | 649.18 | cu m | 600.00 | 389,508.00 | 600.00 | 389,508.00 | 550.00 | 357,049.00 | ||
| 805-08-H | pre-cast prestressed concrete girder (type quad beam) | 1,327.20 | ln m | 272.00 | 360,998.40 | 170.00 | 225,624.00 | 155.00 | 205,716.00 | ||
| 805-11 | strip seal joints | 72.00 | ln m | 385.00 | 27,720.00 | 500.00 | 36,000.00 | 300.00 | 21,600.00 | ||
| 805-12-Y | reinforced concrete box culverts (900 mm x 900 mm) (extension) |
282.80 | ln m | 810.00 | 229,068.00 | 750.00 | 212,100.00 | 650.00 | 183,820.00 | ||
| 805-12-Z | reinforced concrete box culvert (1829 mm x 1829 mm) (extension) |
240.90 | ln m | 1,419.00 | 341,837.10 | 1,200.00 | 289,080.00 | 1,300.00 | 313,170.00 | ||
| 805-12-01 | reinforced concrete box culvert (2438 mm x 2438 mm) (extension) |
25.40 | ln m | 1,926.00 | 48,920.40 | 1,800.00 | 45,720.00 | 2,200.00 | 55,880.00 | ||
| 805-12-02 | reinforced concrete box culvert (2743 mm x 2743 mm) (extension) |
78.00 | ln m | 2,500.00 | 195,000.00 | 1,900.00 | 148,200.00 | 2,700.00 | 210,600.00 | ||
| 805-12-03 | reinforced concrete box culvert (3048 mm x 3048 mm) (extension) |
54.60 | ln m | 3,550.00 | 193,830.00 | 2,000.00 | 109,200.00 | 3,500.00 | 191,100.00 | ||
| 806-01 | deformed reinforcing steel | 105,304 | kg | 1.60 | 168,486.40 | 1.55 | 163,221.20 | 1.60 | 168,486.40 | ||
| 807-06 | structural metalwork | lump | lump | 23,000.00 | 23,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | ||
| 810-01 | concrete railing (barrier) | 408.00 | ln m | 158.00 | 64,464.00 | 150.00 | 61,200.00 | 140.00 | 57,120.00 | ||
| 813-01 | concrete approach slabs | 1,180.80 | sq m | 167.00 | 197,193.60 | 155.00 | 183,024.00 | 150.00 | 177,120.00 | ||
| S-001 | rumble strips (ground-in) | 19.1 | km | 410.00 | 7,831.00 | 600.00 | 11,460.00 | 476.00 | 9,091.60 | ||
| S-002 | plugging existing water wells | 2 | ea | 2,500.00 | 5,000.00 | 4,500.00 | 9,000.00 | 2,500.00 | 5,000.00 | ||
| S-003 | sawcutting existing pavement (75 mm depth) | 2,021 | lm | 3.00 | 6,063.00 | 10.00 | 20,210.00 | 10.00 | 20,210.00 | ||
| SUBTOTAL GENERAL | 9,233,076.99 | 10,870,153.50 | 10,054,539.41 | ||||||||
| ALTERNATE A | roadway surfacing | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 203-05 | nonplastic embankment | 8,060 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 302-01 | class ii base course | 28,351.9 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01 | superpave asphaltic concrete | 13,765.1 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
2,403.0 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 79,808.3 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers and turnouts) |
20,881.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 601-04 | portland cement concrete pavement coring | 125.0 | each | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
0.748 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 713-04-B-01 | temporary pavement markings (broken line)(100 mm width) (3.0 m length) (type i removable) |
1.200 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 1.495 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
2.400 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 10.836 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (preformed marking tape (type v) |
12.009 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 203-05 | nonplastic embankment | 8,103 | cu m | 53.86 | 436,427.58 | 75.00 | 607,725.00 | 65.00 | 526,695.00 | ||
| 302-01 | class ii base course | 33,351.9 | cu m | 63.22 | 2,108,507.11 | 66.00 | 2,201,225.40 | 69.00 | 2,301,281.10 | ||
| 502-01 | superpave asphaltic concrete | 43,158.5 | Mg | 46.34 | 1,999,964.89 | 46.00 | 1,985,291.00 | 52.00 | 2,244,242.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
10,060.1 | Mg | 56.89 | 572,319.08 | 55.00 | 553,305.50 | 66.00 | 663,966.60 | ||
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
1.948 | km | 200.00 | 389.60 | 170.00 | 331.16 | 200.00 | 389.60 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 3.895 | km | 300.00 | 1,168.50 | 330.00 | 1,285.35 | 300.00 | 1,168.50 | ||
| 732-03-A | plastic pavement striping (broken line)((100 mm width) | 22.845 | km | 400.00 | 9,138.00 | 550.00 | 12,564.75 | 400.00 | 9,138.00 | ||
| SUBTOTAL ALT A2 | 5,127,914.76 | 5,361,728.16 | 5,746,880.80 | ||||||||
| CONTRACTOR TOTAL | 14,360,991.75 | 16,231,881.66 | IRREGULAR | ||||||||