| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 417-01-0015 | |||
| Parish: VERNON | |||
| Routes: LA 28 | |||
| Description: LA 121 - LA 465 | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement,type ii girder span bridges and related work. | |||
| Estimated Construction Cost: $22,665,877.93 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $20,789,428.80 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $21,390,244.61 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $23,420,401.95 |
| 4 | 05789 | D & J CONSTRUCTION CO., INC. | $23,536,890.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - AUSTIN BRIDGE & ROAD, LP |
- 4 - D & J CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 800,000.00 | 800,000.00 | 900,000.00 | 900,000.00 | 1,155,000.00 | 1,155,000.00 | 786,000.00 | 786,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 181,000.00 | 181,000.00 | 25,000.00 | 25,000.00 | 91,000.00 | 91,000.00 | 100,000.00 | 100,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 3,055 | sq m | 6.00 | 18,330.00 | 8.00 | 24,440.00 | 20.00 | 61,100.00 | 12.00 | 36,660.00 |
| 202-02-D | removal of concrete walks & drives | 100 | sq m | 15.00 | 1,500.00 | 14.00 | 1,400.00 | 12.00 | 1,200.00 | 12.00 | 1,200.00 |
| 202-02-G | removal of surfacing & stabilized base | 10,221.6 | sq m | 6.00 | 61,329.60 | 4.50 | 45,997.20 | 15.00 | 153,324.00 | 9.00 | 91,994.40 |
| 202-02-H | removal of guard rail | 228 | ln m | 13.00 | 2,964.00 | 12.84 | 2,927.52 | 15.00 | 3,420.00 | 15.00 | 3,420.00 |
| 203-01 | general excavation | 278,049 | cu m | 4.00 | 1,112,196.00 | 2.93 | 814,683.57 | 5.00 | 1,390,245.00 | 3.50 | 973,171.50 |
| 203-02 | drainage excavation | 7,110 | cu m | 10.00 | 71,100.00 | 10.00 | 71,100.00 | 12.00 | 85,320.00 | 9.00 | 63,990.00 |
| 203-03 | muck excavation | 1,000 | cu m | 12.00 | 12,000.00 | 20.00 | 20,000.00 | 14.00 | 14,000.00 | 11.00 | 11,000.00 |
| 203-04 | embankment | 309,163 | cu m | 5.50 | 1,700,396.50 | 8.40 | 2,596,969.20 | 8.00 | 2,473,304.00 | 5.50 | 1,700,396.50 |
| 204-02 | temporary hay or straw bales | 1,000 | ea | 10.00 | 10,000.00 | 30.00 | 30,000.00 | 8.00 | 8,000.00 | 7.00 | 7,000.00 |
| 204-03 | temporary slope drains | 1,266 | ln m | 35.00 | 44,310.00 | 25.00 | 31,650.00 | 25.00 | 31,650.00 | 23.00 | 29,118.00 |
| 204-04 | temporary sediment basins | 2 | ea | 550.00 | 1,100.00 | 1,000.00 | 2,000.00 | 300.00 | 600.00 | 300.00 | 600.00 |
| 204-05-A | temporary sediment check dams (hay) | 451 | ea | 150.00 | 67,650.00 | 200.00 | 90,200.00 | 80.00 | 36,080.00 | 80.00 | 36,080.00 |
| 204-05-B | temporary sediment check dams (stone) | 26 | ea | 500.00 | 13,000.00 | 1,000.00 | 26,000.00 | 350.00 | 9,100.00 | 350.00 | 9,100.00 |
| 204-06 | temporary silt fencing | 5,610 | ln m | 7.00 | 39,270.00 | 10.00 | 56,100.00 | 6.00 | 33,660.00 | 6.00 | 33,660.00 |
| 204-07 | temporary stone construction entrance | 6 | ea | 1,500.00 | 9,000.00 | 3,000.00 | 18,000.00 | 3,000.00 | 18,000.00 | 2,400.00 | 14,400.00 |
| 302-01-01 | class ii base course (stone or recycled pccp) | 24.6 | cu m | 700.00 | 17,220.00 | 700.00 | 17,220.00 | 410.00 | 10,086.00 | 150.00 | 3,690.00 |
| 302-02-C-01 | class ii base course (250 mm thick)(soil cement) | 185,719.4 | sq m | 12.50 | 2,321,492.50 | 12.50 | 2,321,492.50 | 9.00 | 1,671,474.60 | 14.00 | 2,600,071.60 |
| 302-02-E-02 | class ii base course (100 mm thick)(stone or recycled pccp) |
185,719.4 | sq m | 11.00 | 2,042,913.40 | 12.00 | 2,228,632.80 | 10.00 | 1,857,194.00 | 12.25 | 2,275,062.65 |
| 304-01 | lime | 1,152.75 | Mg | 172.00 | 198,273.00 | 1.00 | 1,152.75 | 195.00 | 224,786.25 | 125.00 | 144,093.75 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 76,154 | sq m | 1.00 | 76,154.00 | 0.01 | 761.54 | 2.50 | 190,385.00 | 2.00 | 152,308.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
385.0 | cu m | 42.00 | 16,170.00 | 110.00 | 42,350.00 | 175.00 | 67,375.00 | 75.00 | 28,875.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | cu m | 80.00 | 160,000.00 | 30.00 | 60,000.00 | 60.00 | 120,000.00 | 60.00 | 120,000.00 |
| 502-01 | superpave asphaltic concrete | 45,133.3 | Mg | 70.00 | 3,159,331.00 | 75.00 | 3,384,997.50 | 100.00 | 4,513,330.00 | 90.00 | 4,061,997.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
10,296.4 | Mg | 90.00 | 926,676.00 | 100.00 | 1,029,640.00 | 105.00 | 1,081,122.00 | 110.00 | 1,132,604.00 |
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 539.5 | ln m | 250.00 | 134,875.00 | 200.00 | 107,900.00 | 150.00 | 80,925.00 | 160.00 | 86,320.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 294.0 | ln m | 295.00 | 86,730.00 | 250.00 | 73,500.00 | 200.00 | 58,800.00 | 220.00 | 64,680.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 58.0 | ln m | 405.00 | 23,490.00 | 300.00 | 17,400.00 | 250.00 | 14,500.00 | 275.00 | 15,950.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 301.0 | ln m | 450.00 | 135,450.00 | 400.00 | 120,400.00 | 300.00 | 90,300.00 | 325.00 | 97,825.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 224.0 | ln m | 900.00 | 201,600.00 | 500.00 | 112,000.00 | 500.00 | 112,000.00 | 550.00 | 123,200.00 |
| 701-01-S | cross drain pipe (1800 mm rcp/pcp) | 583.0 | ln m | 1,300.00 | 757,900.00 | 960.00 | 559,680.00 | 1,300.00 | 757,900.00 | 1,275.00 | 743,325.00 |
| 701-02-J | cross drain pipe arch (1500 mm equiv. rcpa) | 132.0 | ln m | 950.00 | 125,400.00 | 850.00 | 112,200.00 | 850.00 | 112,200.00 | 900.00 | 118,800.00 |
| 701-05-G | side drain pipe (450 mm) | 213.0 | ln m | 250.00 | 53,250.00 | 200.00 | 42,600.00 | 150.00 | 31,950.00 | 160.00 | 34,080.00 |
| 701-05-G-01 | side drain pipe (450 mm)(bridge drain) | 31.5 | ln m | 250.00 | 7,875.00 | 340.00 | 10,710.00 | 150.00 | 4,725.00 | 160.00 | 5,040.00 |
| 701-05-I | side drain pipe (600 mm) | 142.0 | ln m | 295.00 | 41,890.00 | 290.00 | 41,180.00 | 200.00 | 28,400.00 | 220.00 | 31,240.00 |
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 300.1 | ln m | 400.00 | 120,040.00 | 310.00 | 93,031.00 | 420.00 | 126,042.00 | 450.00 | 135,045.00 |
| 701-10-K | reinforced concrete pipe (extension)(750 mm) | 32.9 | ln m | 500.00 | 16,450.00 | 315.00 | 10,363.50 | 600.00 | 19,740.00 | 600.00 | 19,740.00 |
| 701-10-M | reinforced concrete pipe (extension)(900 mm) | 64.5 | ln m | 565.00 | 36,442.50 | 390.00 | 25,155.00 | 655.00 | 42,247.50 | 700.00 | 45,150.00 |
| 701-10-N | reinforced concrete pipe (extension)(1050 mm) | 102.0 | ln m | 765.00 | 78,030.00 | 520.00 | 53,040.00 | 740.00 | 75,480.00 | 800.00 | 81,600.00 |
| 701-10-O | reinforced concrete pipe (extension)(1200 mm) | 204.3 | ln m | 945.00 | 193,063.50 | 600.00 | 122,580.00 | 820.00 | 167,526.00 | 850.00 | 173,655.00 |
| 701-11-I | reinforced concrete pipe arch (extension)(600 mm equiv.) |
30.0 | ln m | 400.00 | 12,000.00 | 340.00 | 10,200.00 | 400.00 | 12,000.00 | 450.00 | 13,500.00 |
| 702-02-E | manholes (r-cb-32) | 1 | ea | 9,500.00 | 9,500.00 | 5,800.00 | 5,800.00 | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 |
| 702-02-F | manholes (mh-01) | 1 | ea | 5,000.00 | 5,000.00 | 9,200.00 | 9,200.00 | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 |
| 702-03-A | catch basins (cb-01) | 19 | ea | 4,000.00 | 76,000.00 | 2,500.00 | 47,500.00 | 2,600.00 | 49,400.00 | 3,000.00 | 57,000.00 |
| 702-03-B | catch basins (cb-02) | 11 | ea | 6,400.00 | 70,400.00 | 9,200.00 | 101,200.00 | 3,700.00 | 40,700.00 | 4,000.00 | 44,000.00 |
| 702-05-A | cross drain end treatment (1 barrell, 450mm rcp) | 2 | ea | 2,400.00 | 4,800.00 | 1,600.00 | 3,200.00 | 1,600.00 | 3,200.00 | 1,700.00 | 3,400.00 |
| 702-05-B | cross drain end treatment (1 barrell, 600mm rcp) | 9 | ea | 3,300.00 | 29,700.00 | 1,650.00 | 14,850.00 | 2,000.00 | 18,000.00 | 2,100.00 | 18,900.00 |
| 702-05-C | cross drain end treatment (1 barrell, 750mm rcp) | 2 | ea | 3,600.00 | 7,200.00 | 1,800.00 | 3,600.00 | 2,500.00 | 5,000.00 | 2,600.00 | 5,200.00 |
| 702-05-D | cross drain end treatment (1 barrell, 900mm rcp) | 8 | ea | 3,800.00 | 30,400.00 | 3,000.00 | 24,000.00 | 3,000.00 | 24,000.00 | 3,100.00 | 24,800.00 |
| 702-05-E | cross drain end treatment (1 barrell, 1050mm rcp) | 2 | ea | 4,200.00 | 8,400.00 | 3,300.00 | 6,600.00 | 3,500.00 | 7,000.00 | 3,600.00 | 7,200.00 |
| 702-05-F | cross drain end treatment (1 barrell, 1200mm rcp) | 8 | ea | 4,800.00 | 38,400.00 | 3,500.00 | 28,000.00 | 4,000.00 | 32,000.00 | 4,100.00 | 32,800.00 |
| 702-05-G | cross drain end treatment (1 barrell, 1800mm rcp) | 2 | ea | 5,600.00 | 11,200.00 | 7,000.00 | 14,000.00 | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 |
| 702-05-H | cross drain end treatment (2 barrell, 600mm rcp) | 2 | ea | 6,700.00 | 13,400.00 | 3,000.00 | 6,000.00 | 3,800.00 | 7,600.00 | 4,000.00 | 8,000.00 |
| 702-05-I | cross drain end treatment (2 barrell, 900mm rcp) | 2 | ea | 4,500.00 | 9,000.00 | 5,300.00 | 10,600.00 | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 |
| 702-05-J | cross drain end treatment (2 barrell, 1200mm rcp) | 1 | ea | 5,800.00 | 5,800.00 | 6,400.00 | 6,400.00 | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 |
| 702-05-K | cross drain end treatment (2 barrell, 1500mm equiv. rcpa) |
2 | ea | 6,700.00 | 13,400.00 | 7,200.00 | 14,400.00 | 7,000.00 | 14,000.00 | 7,500.00 | 15,000.00 |
| 702-05-L | cross drain end treatment (3 barrell, 1800mm rcp) | 2 | ea | 8,700.00 | 17,400.00 | 11,300.00 | 22,600.00 | 15,000.00 | 30,000.00 | 15,500.00 | 31,000.00 |
| 702-05-M | cross drain end treatment (4 barrell, 1800mm rcp) | 2 | ea | 13,500.00 | 27,000.00 | 12,300.00 | 24,600.00 | 19,000.00 | 38,000.00 | 20,000.00 | 40,000.00 |
| 702-08-A | side drain safety end (type 1) | 20 | ea | 1,600.00 | 32,000.00 | 2,400.00 | 48,000.00 | 1,000.00 | 20,000.00 | 1,100.00 | 22,000.00 |
| 704-03 | blocked out guard rail | 461.02 | ln m | 62.00 | 28,583.24 | 60.00 | 27,661.20 | 58.00 | 26,739.16 | 61.00 | 28,122.22 |
| 704-08-B | guard rail transitions (double thrie beam) | 76.20 | ln m | 190.00 | 14,478.00 | 190.00 | 14,478.00 | 180.00 | 13,716.00 | 161.00 | 12,268.20 |
| 704-11-A | guard rail end treatment (flared) | 10 | ea | 2,200.00 | 22,000.00 | 2,200.00 | 22,000.00 | 2,000.00 | 20,000.00 | 2,250.00 | 22,500.00 |
| 705-01 | barbed wire fence | 500 | ln m | 18.00 | 9,000.00 | 17.00 | 8,500.00 | 17.00 | 8,500.00 | 17.00 | 8,500.00 |
| 705-02 | combination mesh & barbed wire fence | 798 | ln m | 22.00 | 17,556.00 | 20.00 | 15,960.00 | 20.00 | 15,960.00 | 21.00 | 16,758.00 |
| 705-04 | single swinging driveway gates | 5 | ea | 250.00 | 1,250.00 | 570.00 | 2,850.00 | 800.00 | 4,000.00 | 300.00 | 1,500.00 |
| 705-05 | double swinging driveway gates | 5 | dbgt | 550.00 | 2,750.00 | 800.00 | 4,000.00 | 1,300.00 | 6,500.00 | 550.00 | 2,750.00 |
| 708-01 | right-of-way monument | 6 | ea | 105.00 | 630.00 | 325.00 | 1,950.00 | 150.00 | 900.00 | 500.00 | 3,000.00 |
| 708-02 | right-of-way monument witness post | 6 | ea | 105.00 | 630.00 | 325.00 | 1,950.00 | 40.00 | 240.00 | 300.00 | 1,800.00 |
| 709-01 | steel cattle guard | 2 | ea | 4,500.00 | 9,000.00 | 15,000.00 | 30,000.00 | 4,000.00 | 8,000.00 | 4,500.00 | 9,000.00 |
| 711-01-D | riprap (25 kg, 450 mm) | 3,252 | sq m | 65.00 | 211,380.00 | 75.00 | 243,900.00 | 75.00 | 243,900.00 | 90.00 | 292,680.00 |
| 711-04 | geotextile fabric | 1,462 | sq m | 4.00 | 5,848.00 | 3.00 | 4,386.00 | 5.00 | 7,310.00 | 4.00 | 5,848.00 |
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 128.0 | sq m | 100.00 | 12,800.00 | 80.00 | 10,240.00 | 135.00 | 17,280.00 | 80.00 | 10,240.00 |
| 713-01 | temporary signs & barricades | lump | lump | 90,000.00 | 90,000.00 | 180,000.00 | 180,000.00 | 125,000.00 | 125,000.00 | 750,000.00 | 750,000.00 |
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
13.007 | km | 675.00 | 8,779.73 | 680.00 | 8,844.76 | 600.00 | 7,804.20 | 175.00 | 2,276.23 |
| 713-04-B-01 | temporary pvmt. markings (broken line)(100 mm w)(3.0 m l)(type i removable) |
0.750 | km | 2,750.00 | 2,062.50 | 2,700.00 | 2,025.00 | 2,500.00 | 1,875.00 | 7,500.00 | 5,625.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 13.007 | km | 400.00 | 5,202.80 | 420.00 | 5,462.94 | 370.00 | 4,812.59 | 400.00 | 5,202.80 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
0.750 | km | 10,000.00 | 7,500.00 | 10,000.00 | 7,500.00 | 9,500.00 | 7,125.00 | 9,000.00 | 6,750.00 |
| 716-01-A | mulch (vegetative) | 83.0 | hctr | 1,400.00 | 116,200.00 | 2,200.00 | 182,600.00 | 1,900.00 | 157,700.00 | 2,000.00 | 166,000.00 |
| 717-01 | seeding | 2,800 | kg | 19.00 | 53,200.00 | 20.00 | 56,000.00 | 12.00 | 33,600.00 | 12.50 | 35,000.00 |
| 718-01 | fertilizer | 93,334 | kg | 0.60 | 56,000.40 | 0.70 | 65,333.80 | 0.50 | 46,667.00 | 0.60 | 56,000.40 |
| 720-01-A | erosion control system, slope protection (type a) | 62,993 | sq m | 1.50 | 94,489.50 | 1.40 | 88,190.20 | 1.60 | 100,788.80 | 1.50 | 94,489.50 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 6,385 | sq m | 1.50 | 9,577.50 | 2.20 | 14,047.00 | 2.20 | 14,047.00 | 2.00 | 12,770.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 9,063 | sq m | 3.25 | 29,454.75 | 2.39 | 21,660.57 | 2.20 | 19,938.60 | 2.00 | 18,126.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 100 | sq m | 3.25 | 325.00 | 4.00 | 400.00 | 3.30 | 330.00 | 3.00 | 300.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 100 | sq m | 5.50 | 550.00 | 5.00 | 500.00 | 3.30 | 330.00 | 3.00 | 300.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 2,527 | sq m | 105.00 | 265,335.00 | 125.00 | 315,875.00 | 150.00 | 379,050.00 | 125.00 | 315,875.00 |
| 725-01 | temporary detour roads | 79.2 | ln m | 500.00 | 39,600.00 | 650.00 | 51,480.00 | 850.00 | 67,320.00 | 600.00 | 47,520.00 |
| 726-01 | bedding material | 1,847.9 | cu m | 110.00 | 203,269.00 | 105.00 | 194,029.50 | 150.00 | 277,185.00 | 100.00 | 184,790.00 |
| 727-01 | mobilization | lump | lump | 1,900,000.00 | 1,900,000.00 | 2,100,000.00 | 2,100,000.00 | 2,300,000.00 | 2,300,000.00 | 2,300,000.00 | 2,300,000.00 |
| 729-16-C | object marker assembly (type 3) | 10 | ea | 77.00 | 770.00 | 80.00 | 800.00 | 70.00 | 700.00 | 75.00 | 750.00 |
| 729-19-B | dead end road installation (type b) | 2 | ea | 1,400.00 | 2,800.00 | 1,400.00 | 2,800.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 |
| 731-02 | reflectorized raised pavement markers | 2,576 | ea | 5.00 | 12,880.00 | 5.00 | 12,880.00 | 4.50 | 11,592.00 | 5.50 | 14,168.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 440 | ln m | 1.10 | 484.00 | 1.14 | 501.60 | 1.00 | 440.00 | 17.00 | 7,480.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 412 | ln m | 3.30 | 1,359.60 | 3.40 | 1,400.80 | 3.00 | 1,236.00 | 21.00 | 8,652.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 53.994 | km | 1,500.00 | 80,991.00 | 1,500.00 | 80,991.00 | 1,350.00 | 72,891.90 | 1,550.00 | 83,690.70 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 26.725 | km | 475.00 | 12,694.38 | 500.00 | 13,362.50 | 450.00 | 12,026.25 | 600.00 | 16,035.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 22 | ea | 150.00 | 3,300.00 | 160.00 | 3,520.00 | 150.00 | 3,300.00 | 350.00 | 7,700.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 22 | ea | 150.00 | 3,300.00 | 160.00 | 3,520.00 | 150.00 | 3,300.00 | 350.00 | 7,700.00 |
| 732-05 | removal of existing markings | 13.007 | km | 2,500.00 | 32,517.50 | 2,500.00 | 32,517.50 | 2,300.00 | 29,916.10 | 2,100.00 | 27,314.70 |
| 735-01 | mailboxes | 10 | ea | 1.00 | 10.00 | 20.00 | 200.00 | 1.00 | 10.00 | 30.00 | 300.00 |
| 735-02 | mailbox supports (single) | 10 | ea | 185.00 | 1,850.00 | 200.00 | 2,000.00 | 170.00 | 1,700.00 | 175.00 | 1,750.00 |
| 735-03 | mailbox supports (double) | 2 | ea | 215.00 | 430.00 | 300.00 | 600.00 | 190.00 | 380.00 | 225.00 | 450.00 |
| 735-04 | mailbox supports (multiple) | 2 | ea | 450.00 | 900.00 | 500.00 | 1,000.00 | 390.00 | 780.00 | 350.00 | 700.00 |
| 740-01 | construction layout | lump | lump | 250,000.00 | 250,000.00 | 350,000.00 | 350,000.00 | 323,700.00 | 323,700.00 | 550,000.00 | 550,000.00 |
| 744-01 | traffic control management | lump | lump | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | 200,000.00 | 200,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 684.0 | ln m | 195.00 | 133,380.00 | 140.00 | 95,760.00 | 180.00 | 123,120.00 | 200.00 | 136,800.00 |
| 804-01-F | precast concrete piles (600 mm) | 574.2 | ln m | 400.00 | 229,680.00 | 270.00 | 155,034.00 | 300.00 | 172,260.00 | 500.00 | 287,100.00 |
| 804-12 | loading permanent piles | 2 | ea | 20,000.00 | 40,000.00 | 100.00 | 200.00 | 40,000.00 | 80,000.00 | 100.00 | 200.00 |
| 804-17 | dynamic monitoring | 2 | ea | 1,710.00 | 3,420.00 | 100.00 | 200.00 | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 |
| 805-01-B | class a concrete (bents)(box culvert headwalls) | 5.78 | cu m | 1,600.00 | 9,248.00 | 2,000.00 | 11,560.00 | 1,600.00 | 9,248.00 | 2,100.00 | 12,138.00 |
| 805-01-F | class a concrete (bents) | 135.20 | cu m | 950.00 | 128,440.00 | 900.00 | 121,680.00 | 900.00 | 121,680.00 | 1,200.00 | 162,240.00 |
| 805-03 | class aa concrete | 361.82 | cu m | 845.00 | 305,737.90 | 1,000.00 | 361,820.00 | 1,000.00 | 361,820.00 | 900.00 | 325,638.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 606.00 | ln m | 400.00 | 242,400.00 | 260.00 | 157,560.00 | 400.00 | 242,400.00 | 350.00 | 212,100.00 |
| 805-11 | strip seal joints | 60.00 | ln m | 585.00 | 35,100.00 | 300.00 | 18,000.00 | 700.00 | 42,000.00 | 600.00 | 36,000.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 39.40 | ln m | 1,900.00 | 74,860.00 | 1,700.00 | 66,980.00 | 1,200.00 | 47,280.00 | 1,300.00 | 51,220.00 |
| 806-01 | deformed reinforcing steel | 74,186 | kg | 2.00 | 148,372.00 | 1.56 | 115,730.16 | 2.00 | 148,372.00 | 2.00 | 148,372.00 |
| 807-06 | structural metalwork | lump | lump | 4,500.00 | 4,500.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 7,000.00 | 7,000.00 |
| 810-01 | concrete railing (barrier) | 244.80 | ln m | 215.00 | 52,632.00 | 210.00 | 51,408.00 | 275.00 | 67,320.00 | 260.00 | 63,648.00 |
| 813-01 | concrete approach slabs | 576.00 | sq m | 300.00 | 172,800.00 | 190.00 | 109,440.00 | 250.00 | 144,000.00 | 210.00 | 120,960.00 |
| S-002 | rumble strips(ground-in) | 52.3 | km | 330.00 | 17,259.00 | 370.00 | 19,351.00 | 400.00 | 20,920.00 | 500.00 | 26,150.00 |
| S-101 | dynamic analysis | 2 | ea | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | 3,000.00 | 6,000.00 | 2,600.00 | 5,200.00 |
| CONTRACTOR TOTAL | 20,789,428.80 | 21,390,244.61 | 23,420,401.95 | 23,536,890.15 | |||||||