| |||
| DBE GOAL FED | |||
| Lead Project: 066-03-0021 | |||
| Parish: VERNON | |||
| Routes: LA 10 | |||
| Description: PITKIN - RAPIDES PARISH LINE BRIDGES | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic conc. pvmt., concrete slab span bridges, concrete girder span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $8,799,276.01 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $9,365,313.40 |
| 3 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $9,454,875.36 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $10,277,781.16 |
| 5 | 39462 | DENTON-JAMES LLC | $10,383,506.14 |
| 6 | 08815 | W. E. MCDONALD & SON, LLC. | $12,372,234.97 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - KOSTMAYER CONSTRUCTION, LLC |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 400,000.00 | 400,000.00 | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 43,000.00 | 43,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge (sta. 10+167.03; 7.32 m x 53.04 m timber bridge) |
1 | ea | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | 10,500.00 | 10,500.00 | 10,000.00 | 10,000.00 |
| 202-02-A-02 | removal of bridge (sta. 30+322.40; 7.62 m x 117.04 m timber bridge) |
1 | ea | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 27,000.00 | 27,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-03 | removal of bridge (sta. 60+292.89; 7.32 m x 23.47 m timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 |
| 202-02-A-04 | removal of bridge (sta. 60+504.30; 7.66 m x 80.77 m timber bridge) |
1 | ea | 14,000.00 | 14,000.00 | 22,000.00 | 22,000.00 | 16,000.00 | 16,000.00 | 18,000.00 | 18,000.00 |
| 202-02-A-05 | removal of bridge (sta. 60+745.30; 7.66 m x 46.99 m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 10,500.00 | 10,500.00 | 10,000.00 | 10,000.00 |
| 202-02-A-06 | removal of bridge (sta. 20+188.900; 7.32 m x 12.61 m timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | 3,200.00 | 3,200.00 | 5,500.00 | 5,500.00 | 2,500.00 | 2,500.00 |
| 202-02-A-07 | removal of bridge (sta. 40+152.930; 7.32 m x 17.78 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 |
| 202-02-A-08 | removal of bridge (sta. 50+209.479; 7.32 m x 23.56 m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 |
| 202-02-A-09 | removal of bridge (sta. 60+085.938; 7.32 m x 24.38 m timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 |
| 202-02-A-10 | removal of bridge (sta. 60+148.372; 7.32 m x 24.38 m timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 12,414.0 | sq m | 4.00 | 49,656.00 | 3.00 | 37,242.00 | 1.50 | 18,621.00 | 4.00 | 49,656.00 |
| 202-02-H | removal of guard rail | 196 | ln m | 10.00 | 1,960.00 | 10.00 | 1,960.00 | 16.00 | 3,136.00 | 18.00 | 3,528.00 |
| 203-01 | general excavation | 6,399 | cu m | 5.00 | 31,995.00 | 4.75 | 30,395.25 | 5.00 | 31,995.00 | 6.50 | 41,593.50 |
| 203-02 | drainage excavation | 20,872 | cu m | 6.50 | 135,668.00 | 5.00 | 104,360.00 | 6.00 | 125,232.00 | 6.50 | 135,668.00 |
| 203-03 | muck excavation | 313 | cu m | 8.00 | 2,504.00 | 7.80 | 2,441.40 | 6.00 | 1,878.00 | 14.00 | 4,382.00 |
| 203-04 | embankment | 68,271 | cu m | 8.50 | 580,303.50 | 9.90 | 675,882.90 | 11.00 | 750,981.00 | 7.00 | 477,897.00 |
| 204-02 | temporary hay or straw bales | 42 | ea | 5.00 | 210.00 | 15.00 | 630.00 | 12.00 | 504.00 | 8.00 | 336.00 |
| 204-06 | temporary silt fencing | 5,567 | ln m | 3.00 | 16,701.00 | 6.00 | 33,402.00 | 6.00 | 33,402.00 | 3.00 | 16,701.00 |
| 302-02-B | class ii base course (220 mm thick) | 15,935.3 | sq m | 16.00 | 254,964.80 | 17.00 | 270,900.10 | 17.00 | 270,900.10 | 18.00 | 286,835.40 |
| 302-02-E | class ii base course (192 mm average thickness) | 7,383.7 | sq m | 15.00 | 110,755.50 | 15.00 | 110,755.50 | 17.00 | 125,522.90 | 16.00 | 118,139.20 |
| 304-01 | lime | 112.23 | Mg | 125.00 | 14,028.75 | 95.00 | 10,661.85 | 180.00 | 20,201.40 | 125.00 | 14,028.75 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 7,423 | sq m | 1.25 | 9,278.75 | 0.50 | 3,711.50 | 5.50 | 40,826.50 | 6.50 | 48,249.50 |
| 401-01 | aggregate surface course (net section) | 73.8 | cu m | 80.00 | 5,904.00 | 80.00 | 5,904.00 | 70.00 | 5,166.00 | 80.00 | 5,904.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 23.00 | 23,000.00 | 38.00 | 38,000.00 | 65.00 | 65,000.00 | 75.00 | 75,000.00 |
| 502-01-A | superpave asphaltic concrete (level 1) | 5,800.0 | Mg | 75.00 | 435,000.00 | 65.00 | 377,000.00 | 120.00 | 696,000.00 | 120.00 | 696,000.00 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
1,133.9 | Mg | 100.00 | 113,390.00 | 75.00 | 85,042.50 | 145.00 | 164,415.50 | 120.00 | 136,068.00 |
| 701-01-Q/S | cross drain pipe (1500 mm rcp/pcp or 1800 mm cmp) | 69.8 | ln m | 650.00 | 45,370.00 | 600.00 | 41,880.00 | 660.00 | 46,068.00 | 700.00 | 48,860.00 |
| 701-01-S/U | cross drain pipe (1800 mm rcp/pcp or 2100 mm cmp) | 138.6 | ln m | 760.00 | 105,336.00 | 750.00 | 103,950.00 | 770.00 | 106,722.00 | 950.00 | 131,670.00 |
| 701-05-I | side drain pipe (600 mm) | 125.2 | ln m | 145.00 | 18,154.00 | 180.00 | 22,536.00 | 155.00 | 19,406.00 | 130.00 | 16,276.00 |
| 702-05-A | cross drain end treatment (three barrel rcb - 1200mm) | 2 | each | 1,400.00 | 2,800.00 | 1,900.00 | 3,800.00 | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 |
| 702-05-B | cross drain end treatment (four barrel rcb - 1200mm) | 2 | each | 1,600.00 | 3,200.00 | 2,300.00 | 4,600.00 | 4,000.00 | 8,000.00 | 3,500.00 | 7,000.00 |
| 702-05-C | cross drain end treatment (four barrel rcb - 1500mm) | 2 | each | 2,400.00 | 4,800.00 | 2,950.00 | 5,900.00 | 4,000.00 | 8,000.00 | 4,500.00 | 9,000.00 |
| 702-05-D | cross drain end treatment (double pipes - 1500mm) | 2 | each | 3,500.00 | 7,000.00 | 2,350.00 | 4,700.00 | 4,000.00 | 8,000.00 | 3,500.00 | 7,000.00 |
| 702-05-E | cross drain end treatment (triple pipes - 1800mm) | 2 | each | 5,500.00 | 11,000.00 | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 | 5,500.00 | 11,000.00 |
| 704-03 | blocked out guard rail | 365.86 | ln m | 43.00 | 15,731.98 | 45.00 | 16,463.70 | 53.00 | 19,390.58 | 70.00 | 25,610.20 |
| 704-08-B | guard rail transitions (double thrie beam) | 152.40 | ln m | 114.00 | 17,373.60 | 120.00 | 18,288.00 | 143.00 | 21,793.20 | 160.00 | 24,384.00 |
| 704-11-A | guard rail end treatment (flared) | 20 | ea | 1,500.00 | 30,000.00 | 1,600.00 | 32,000.00 | 1,900.00 | 38,000.00 | 1,900.00 | 38,000.00 |
| 705-01 | barbed wire fence | 2,085 | ln m | 12.00 | 25,020.00 | 18.00 | 37,530.00 | 13.00 | 27,105.00 | 13.75 | 28,668.75 |
| 708-01 | right-of-way monument | 61 | ea | 160.00 | 9,760.00 | 250.00 | 15,250.00 | 100.00 | 6,100.00 | 180.00 | 10,980.00 |
| 708-02 | right-of-way monument witness post | 61 | ea | 160.00 | 9,760.00 | 250.00 | 15,250.00 | 100.00 | 6,100.00 | 180.00 | 10,980.00 |
| 711-01-C | riprap (15 kg, 360 mm thickness) | 2,629 | sq m | 46.00 | 120,934.00 | 45.00 | 118,305.00 | 44.00 | 115,676.00 | 50.00 | 131,450.00 |
| 711-04 | geotextile fabric | 6,151 | sq m | 3.00 | 18,453.00 | 2.10 | 12,917.10 | 3.00 | 18,453.00 | 2.25 | 13,839.75 |
| 712-04 | flexible revetment | 2,303 | sq m | 45.00 | 103,635.00 | 45.00 | 103,635.00 | 50.00 | 115,150.00 | 50.00 | 115,150.00 |
| 713-01 | temporary signs & barricades | lump | lump | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 | 102,000.00 | 102,000.00 | 135,000.00 | 135,000.00 |
| 713-03-A-01 | temporary pavement markings (100 mm width)(type 1 removable) |
1,394 | ln m | 7.00 | 9,758.00 | 7.00 | 9,758.00 | 16.50 | 23,001.00 | 7.00 | 9,758.00 |
| 714-02 | water | 121 | cu m | 4.00 | 484.00 | 1.20 | 145.20 | 3.50 | 423.50 | 1.00 | 121.00 |
| 716-01-A | mulch (vegetative) | 12.2 | hctr | 1,400.00 | 17,080.00 | 14,000.00 | 170,800.00 | 1,550.00 | 18,910.00 | 1,500.00 | 18,300.00 |
| 717-01 | seeding | 828 | kg | 13.00 | 10,764.00 | 12.00 | 9,936.00 | 14.00 | 11,592.00 | 14.00 | 11,592.00 |
| 718-01 | fertilizer | 13,633 | kg | 0.40 | 5,453.20 | 0.50 | 6,816.50 | 0.50 | 6,816.50 | 0.50 | 6,816.50 |
| 720-01-A | erosion control system, slope protection (type a) | 5,951 | sq m | 1.20 | 7,141.20 | 1.35 | 8,033.85 | 1.40 | 8,331.40 | 1.35 | 8,033.85 |
| 720-01-B | erosion control system, slope protection (type b) | 341 | sq m | 1.20 | 409.20 | 1.75 | 596.75 | 1.40 | 477.40 | 2.00 | 682.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,139 | sq m | 1.40 | 2,994.60 | 1.75 | 3,743.25 | 3.00 | 6,417.00 | 2.00 | 4,278.00 |
| 722-01 | project site laboratory | 1 | ea | 6,000.00 | 6,000.00 | 25,000.00 | 25,000.00 | 14,000.00 | 14,000.00 | 6,500.00 | 6,500.00 |
| 725-02 | temporary detour roads | 26,647.2 | sq m | 43.00 | 1,145,829.60 | 36.00 | 959,299.20 | 38.00 | 1,012,593.60 | 50.30 | 1,340,354.16 |
| 725-03 | temporary detour bridging | 342.00 | ln m | 2,500.00 | 855,000.00 | 2,900.00 | 991,800.00 | 3,000.00 | 1,026,000.00 | 3,500.00 | 1,197,000.00 |
| 726-01 | bedding material | 739.7 | cu m | 55.00 | 40,683.50 | 50.00 | 36,985.00 | 65.00 | 48,080.50 | 80.00 | 59,176.00 |
| 727-01 | mobilization | lump | lump | 804,000.00 | 804,000.00 | 900,000.00 | 900,000.00 | 110,000.00 | 110,000.00 | 485,000.00 | 485,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | ea | 50.00 | 1,000.00 | 55.00 | 1,100.00 | 65.00 | 1,300.00 | 65.00 | 1,300.00 |
| 729-16-C | object marker assembly (type 3) | 20 | ea | 60.00 | 1,200.00 | 65.00 | 1,300.00 | 75.00 | 1,500.00 | 85.00 | 1,700.00 |
| 731-01 | nonreflectorized raised pavement markers | 499 | ea | 8.00 | 3,992.00 | 8.50 | 4,241.50 | 18.00 | 8,982.00 | 9.00 | 4,491.00 |
| 731-02 | reflectorized raised pavement markers | 307 | ea | 4.90 | 1,504.30 | 5.50 | 1,688.50 | 14.00 | 4,298.00 | 6.00 | 1,842.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 7.347 | km | 1,225.00 | 9,000.07 | 1,400.00 | 10,285.80 | 1,800.00 | 13,224.60 | 1,500.00 | 11,020.50 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 3.674 | km | 540.00 | 1,983.96 | 600.00 | 2,204.40 | 1,020.00 | 3,747.48 | 650.00 | 2,388.10 |
| 732-05 | removal of existing markings | 2.675 | km | 1,600.00 | 4,280.00 | 1,700.00 | 4,547.50 | 4,800.00 | 12,840.00 | 2,000.00 | 5,350.00 |
| 740-01 | construction layout | lump | lump | 75,000.00 | 75,000.00 | 180,000.00 | 180,000.00 | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 3,550.5 | ln m | 100.00 | 355,050.00 | 90.00 | 319,545.00 | 148.00 | 525,474.00 | 95.00 | 337,297.50 |
| 804-01-F | precast concrete piles (600 mm) | 1,947.5 | ln m | 180.00 | 350,550.00 | 200.00 | 389,500.00 | 253.00 | 492,717.50 | 255.00 | 496,612.50 |
| 804-12 | loading permanent piles | 5 | ea | 2,000.00 | 10,000.00 | 100.00 | 500.00 | 500.00 | 2,500.00 | 1.00 | 5.00 |
| 804-13 | precast concrete indicator piles | 1 | ea | 14,000.00 | 14,000.00 | 7,500.00 | 7,500.00 | 17,000.00 | 17,000.00 | 20,000.00 | 20,000.00 |
| 804-17 | dynamic monitoring | 15 | ea | 1,000.00 | 15,000.00 | 800.00 | 12,000.00 | 1,200.00 | 18,000.00 | 2,000.00 | 30,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 51.19 | cu m | 1,000.00 | 51,190.00 | 775.00 | 39,672.25 | 950.00 | 48,630.50 | 1,000.00 | 51,190.00 |
| 805-01-F | class a concrete (bents) | 465.80 | cu m | 455.00 | 211,939.00 | 600.00 | 279,480.00 | 670.00 | 312,086.00 | 700.00 | 326,060.00 |
| 805-03 | class aa concrete | 1,466.65 | cu m | 420.00 | 615,993.00 | 600.00 | 879,990.00 | 620.00 | 909,323.00 | 575.00 | 843,323.75 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 1,782.00 | ln m | 180.00 | 320,760.00 | 160.00 | 285,120.00 | 277.00 | 493,614.00 | 220.00 | 392,040.00 |
| 805-11 | strip seal joints | 132.00 | ln m | 300.00 | 39,600.00 | 450.00 | 59,400.00 | 335.00 | 44,220.00 | 350.00 | 46,200.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 219.00 | ln m | 750.00 | 164,250.00 | 1,150.00 | 251,850.00 | 900.00 | 197,100.00 | 1,060.00 | 232,140.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 98.00 | ln m | 1,000.00 | 98,000.00 | 1,125.00 | 110,250.00 | 1,200.00 | 117,600.00 | 1,530.00 | 149,940.00 |
| 806-01 | deformed reinforcing steel | 228,593 | kg | 1.50 | 342,889.50 | 1.30 | 297,170.90 | 1.40 | 320,030.20 | 2.25 | 514,334.25 |
| 807-06 | structural metalwork | lump | lump | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 810-01 | concrete railing (barrier) | 858.00 | ln m | 120.00 | 102,960.00 | 135.00 | 115,830.00 | 110.00 | 94,380.00 | 140.00 | 120,120.00 |
| 813-01 | concrete approach slabs | 1,116.00 | sq m | 165.00 | 184,140.00 | 155.00 | 172,980.00 | 120.00 | 133,920.00 | 185.00 | 206,460.00 |
| S-101 | dynamic analysis | 15 | each | 750.00 | 11,250.00 | 750.00 | 11,250.00 | 1,000.00 | 15,000.00 | 1,000.00 | 15,000.00 |
| CONTRACTOR TOTAL | 8,799,276.01 | 9,365,313.40 | 9,454,875.36 | 10,277,781.16 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - DENTON-JAMES LLC |
- 6 - W. E. MCDONALD & SON, LLC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 500,000.00 | 500,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 10+167.03; 7.32 m x 53.04 m timber bridge) |
1 | ea | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 30+322.40; 7.62 m x 117.04 m timber bridge) |
1 | ea | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-03 | removal of bridge (sta. 60+292.89; 7.32 m x 23.47 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-04 | removal of bridge (sta. 60+504.30; 7.66 m x 80.77 m timber bridge) |
1 | ea | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-05 | removal of bridge (sta. 60+745.30; 7.66 m x 46.99 m timber bridge) |
1 | ea | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-06 | removal of bridge (sta. 20+188.900; 7.32 m x 12.61 m timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-07 | removal of bridge (sta. 40+152.930; 7.32 m x 17.78 m timber bridge) |
1 | ea | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-08 | removal of bridge (sta. 50+209.479; 7.32 m x 23.56 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-09 | removal of bridge (sta. 60+085.938; 7.32 m x 24.38 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-10 | removal of bridge (sta. 60+148.372; 7.32 m x 24.38 m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 12,414.0 | sq m | 3.50 | 43,449.00 | 5.00 | 62,070.00 | ||||
| 202-02-H | removal of guard rail | 196 | ln m | 6.00 | 1,176.00 | 10.00 | 1,960.00 | ||||
| 203-01 | general excavation | 6,399 | cu m | 7.00 | 44,793.00 | 8.00 | 51,192.00 | ||||
| 203-02 | drainage excavation | 20,872 | cu m | 7.00 | 146,104.00 | 10.00 | 208,720.00 | ||||
| 203-03 | muck excavation | 313 | cu m | 30.00 | 9,390.00 | 15.00 | 4,695.00 | ||||
| 203-04 | embankment | 68,271 | cu m | 9.00 | 614,439.00 | 9.00 | 614,439.00 | ||||
| 204-02 | temporary hay or straw bales | 42 | ea | 8.00 | 336.00 | 6.00 | 252.00 | ||||
| 204-06 | temporary silt fencing | 5,567 | ln m | 3.00 | 16,701.00 | 10.00 | 55,670.00 | ||||
| 302-02-B | class ii base course (220 mm thick) | 15,935.3 | sq m | 22.00 | 350,576.60 | 24.00 | 382,447.20 | ||||
| 302-02-E | class ii base course (192 mm average thickness) | 7,383.7 | sq m | 22.00 | 162,441.40 | 23.00 | 169,825.10 | ||||
| 304-01 | lime | 112.23 | Mg | 120.00 | 13,467.60 | 110.00 | 12,345.30 | ||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 7,423 | sq m | 2.00 | 14,846.00 | 3.00 | 22,269.00 | ||||
| 401-01 | aggregate surface course (net section) | 73.8 | cu m | 70.00 | 5,166.00 | 100.00 | 7,380.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 70.00 | 70,000.00 | 1.00 | 1,000.00 | ||||
| 502-01-A | superpave asphaltic concrete (level 1) | 5,800.0 | Mg | 100.00 | 580,000.00 | 102.00 | 591,600.00 | ||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
1,133.9 | Mg | 100.00 | 113,390.00 | 102.00 | 115,657.80 | ||||
| 701-01-Q/S | cross drain pipe (1500 mm rcp/pcp or 1800 mm cmp) | 69.8 | ln m | 600.00 | 41,880.00 | 690.00 | 48,162.00 | ||||
| 701-01-S/U | cross drain pipe (1800 mm rcp/pcp or 2100 mm cmp) | 138.6 | ln m | 750.00 | 103,950.00 | 786.00 | 108,939.60 | ||||
| 701-05-I | side drain pipe (600 mm) | 125.2 | ln m | 160.00 | 20,032.00 | 155.00 | 19,406.00 | ||||
| 702-05-A | cross drain end treatment (three barrel rcb - 1200mm) | 2 | each | 1,200.00 | 2,400.00 | 6,000.00 | 12,000.00 | ||||
| 702-05-B | cross drain end treatment (four barrel rcb - 1200mm) | 2 | each | 1,400.00 | 2,800.00 | 5,500.00 | 11,000.00 | ||||
| 702-05-C | cross drain end treatment (four barrel rcb - 1500mm) | 2 | each | 2,000.00 | 4,000.00 | 7,000.00 | 14,000.00 | ||||
| 702-05-D | cross drain end treatment (double pipes - 1500mm) | 2 | each | 3,000.00 | 6,000.00 | 3,800.00 | 7,600.00 | ||||
| 702-05-E | cross drain end treatment (triple pipes - 1800mm) | 2 | each | 4,000.00 | 8,000.00 | 6,250.00 | 12,500.00 | ||||
| 704-03 | blocked out guard rail | 365.86 | ln m | 43.00 | 15,731.98 | 72.00 | 26,341.92 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 152.40 | ln m | 120.00 | 18,288.00 | 165.00 | 25,146.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 20 | ea | 1,500.00 | 30,000.00 | 2,000.00 | 40,000.00 | ||||
| 705-01 | barbed wire fence | 2,085 | ln m | 13.00 | 27,105.00 | 18.50 | 38,572.50 | ||||
| 708-01 | right-of-way monument | 61 | ea | 100.00 | 6,100.00 | 150.00 | 9,150.00 | ||||
| 708-02 | right-of-way monument witness post | 61 | ea | 100.00 | 6,100.00 | 150.00 | 9,150.00 | ||||
| 711-01-C | riprap (15 kg, 360 mm thickness) | 2,629 | sq m | 45.00 | 118,305.00 | 49.50 | 130,135.50 | ||||
| 711-04 | geotextile fabric | 6,151 | sq m | 2.50 | 15,377.50 | 3.00 | 18,453.00 | ||||
| 712-04 | flexible revetment | 2,303 | sq m | 47.50 | 109,392.50 | 48.00 | 110,544.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 60,000.00 | 60,000.00 | 195,000.00 | 195,000.00 | ||||
| 713-03-A-01 | temporary pavement markings (100 mm width)(type 1 removable) |
1,394 | ln m | 6.60 | 9,200.40 | 7.25 | 10,106.50 | ||||
| 714-02 | water | 121 | cu m | 1.00 | 121.00 | 1.25 | 151.25 | ||||
| 716-01-A | mulch (vegetative) | 12.2 | hctr | 1,400.00 | 17,080.00 | 1,453.00 | 17,726.60 | ||||
| 717-01 | seeding | 828 | kg | 11.00 | 9,108.00 | 12.00 | 9,936.00 | ||||
| 718-01 | fertilizer | 13,633 | kg | 0.40 | 5,453.20 | 0.50 | 6,816.50 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 5,951 | sq m | 1.30 | 7,736.30 | 1.40 | 8,331.40 | ||||
| 720-01-B | erosion control system, slope protection (type b) | 341 | sq m | 1.50 | 511.50 | 1.65 | 562.65 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,139 | sq m | 1.50 | 3,208.50 | 1.65 | 3,529.35 | ||||
| 722-01 | project site laboratory | 1 | ea | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||||
| 725-02 | temporary detour roads | 26,647.2 | sq m | 47.00 | 1,252,418.40 | 90.00 | 2,398,248.00 | ||||
| 725-03 | temporary detour bridging | 342.00 | ln m | 2,000.00 | 684,000.00 | 3,500.00 | 1,197,000.00 | ||||
| 726-01 | bedding material | 739.7 | cu m | 65.00 | 48,080.50 | 69.00 | 51,039.30 | ||||
| 727-01 | mobilization | lump | lump | 1,000,000.00 | 1,000,000.00 | 500,000.00 | 500,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 20 | ea | 50.00 | 1,000.00 | 60.00 | 1,200.00 | ||||
| 729-16-C | object marker assembly (type 3) | 20 | ea | 60.00 | 1,200.00 | 70.00 | 1,400.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 499 | ea | 8.00 | 3,992.00 | 8.80 | 4,391.20 | ||||
| 731-02 | reflectorized raised pavement markers | 307 | ea | 5.00 | 1,535.00 | 5.35 | 1,642.45 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 7.347 | km | 1,300.00 | 9,551.10 | 1,350.00 | 9,918.45 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 3.674 | km | 540.00 | 1,983.96 | 600.00 | 2,204.40 | ||||
| 732-05 | removal of existing markings | 2.675 | km | 1,700.00 | 4,547.50 | 1,800.00 | 4,815.00 | ||||
| 740-01 | construction layout | lump | lump | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | ||||
| 804-01-B | precast concrete piles (350 mm) | 3,550.5 | ln m | 110.00 | 390,555.00 | 125.00 | 443,812.50 | ||||
| 804-01-F | precast concrete piles (600 mm) | 1,947.5 | ln m | 230.00 | 447,925.00 | 225.00 | 438,187.50 | ||||
| 804-12 | loading permanent piles | 5 | ea | 2,000.00 | 10,000.00 | 100.00 | 500.00 | ||||
| 804-13 | precast concrete indicator piles | 1 | ea | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||||
| 804-17 | dynamic monitoring | 15 | ea | 2,000.00 | 30,000.00 | 1,200.00 | 18,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 51.19 | cu m | 900.00 | 46,071.00 | 975.00 | 49,910.25 | ||||
| 805-01-F | class a concrete (bents) | 465.80 | cu m | 850.00 | 395,930.00 | 865.00 | 402,917.00 | ||||
| 805-03 | class aa concrete | 1,466.65 | cu m | 600.00 | 879,990.00 | 805.00 | 1,180,653.25 | ||||
| 805-08-B | precast-prestressed concrete girders (type ii) | 1,782.00 | ln m | 180.00 | 320,760.00 | 240.00 | 427,680.00 | ||||
| 805-11 | strip seal joints | 132.00 | ln m | 320.00 | 42,240.00 | 350.00 | 46,200.00 | ||||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 219.00 | ln m | 600.00 | 131,400.00 | 790.00 | 173,010.00 | ||||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 98.00 | ln m | 900.00 | 88,200.00 | 1,070.00 | 104,860.00 | ||||
| 806-01 | deformed reinforcing steel | 228,593 | kg | 1.40 | 320,030.20 | 2.50 | 571,482.50 | ||||
| 807-06 | structural metalwork | lump | lump | 6,000.00 | 6,000.00 | 7,900.00 | 7,900.00 | ||||
| 810-01 | concrete railing (barrier) | 858.00 | ln m | 130.00 | 111,540.00 | 200.00 | 171,600.00 | ||||
| 813-01 | concrete approach slabs | 1,116.00 | sq m | 150.00 | 167,400.00 | 180.00 | 200,880.00 | ||||
| S-101 | dynamic analysis | 15 | each | 1,200.00 | 18,000.00 | 1,200.00 | 18,000.00 | ||||
| CONTRACTOR TOTAL | 10,383,506.14 | 12,372,234.97 | |||||||||