| |||
| DBE GOAL FED | |||
| Lead Project: 067-06-0029 | |||
| Parish: JACKSON | |||
| Routes: LA 4 | |||
| Description: LA 4 BRIDGES | |||
| Type Const:
grading, clearing and grubbing, drainage structures, class ii base course, superpave acp, temporary detour roads, concrete slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00568 | MERRICK CONSTRUCTION CO. | $5,364,333.95 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $6,042,549.13 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,713,659.73 |
| 4 | 39462 | DENTON-JAMES LLC | $6,970,110.32 |
| 5 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $7,077,566.36 |
| 6 | 28665 | GILBERT SOUTHERN CORP | $7,279,383.45 |
| 7 | 09090 | GUINN BROTHERS, LLC. | $7,331,387.66 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MERRICK CONSTRUCTION CO. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 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 | 260,000.00 | 260,000.00 | 100,000.00 | 100,000.00 | 175,000.00 | 175,000.00 | 820,000.00 | 820,000.00 |
| 202-02-A-01 | removal of bridges (sta. 1+161.748; 23.115m x 7.241m concrete bridge) |
1 | ea | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 | 14,000.00 | 14,000.00 |
| 202-02-A-02 | removal of bridges (sta. 1+219.933; 17.291m x 7.303m concrete bridge) |
1 | ea | 1,500.00 | 1,500.00 | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 9,000.00 | 9,000.00 |
| 202-02-A-03 | removal of bridges (sta. 1+242.702; 17.744m x 7.649m timber bridge) |
1 | ea | 750.00 | 750.00 | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-04 | removal of bridges (sta. 1+159.399; 17.670m x 7.542m timber bridge) |
1 | ea | 750.00 | 750.00 | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-05 | removal of bridges (sta. 1+161.823; 23.531m x 7.516m timber bridge) |
1 | ea | 750.00 | 750.00 | 9,000.00 | 9,000.00 | 5,500.00 | 5,500.00 | 9,000.00 | 9,000.00 |
| 202-02-A-06 | removal of bridges (sta. 1+159.083; 17.714m 7.531m timber bridge) |
1 | ea | 750.00 | 750.00 | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-07 | removal of bridges (sta. 1+156.334; 17.708m x 7.517m timber bridge) |
1 | ea | 750.00 | 750.00 | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-08 | removal of bridges (sta. 1+364.156; 17.775m x 7.515m timber bridge) |
1 | ea | 750.00 | 750.00 | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-09 | removal of bridges (sta. 1+162.063; 23.398m x 7.992m timber bridge) |
1 | ea | 750.00 | 750.00 | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 11,000.00 | 11,000.00 |
| 202-02-A-10 | removal of bridges (sta. 1+156.007; 11.604m x 7.296m concrete bridge) |
1 | ea | 1,500.00 | 1,500.00 | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 6,000.00 | 6,000.00 |
| 202-02-D | removal of concrete walks & drives | 223 | sq m | 1.00 | 223.00 | 16.00 | 3,568.00 | 10.00 | 2,230.00 | 10.00 | 2,230.00 |
| 202-02-G | removal of surfacing & stabilized base | 12,575.0 | sq m | 1.50 | 18,862.50 | 1.60 | 20,120.00 | 4.00 | 50,300.00 | 4.00 | 50,300.00 |
| 203-01 | general excavation | 12,821 | cu m | 2.00 | 25,642.00 | 5.40 | 69,233.40 | 6.00 | 76,926.00 | 8.00 | 102,568.00 |
| 203-03 | muck excavation | 6,100 | cu m | 3.00 | 18,300.00 | 7.60 | 46,360.00 | 8.00 | 48,800.00 | 9.00 | 54,900.00 |
| 203-04 | embankment | 22,740 | cu m | 5.00 | 113,700.00 | 20.00 | 454,800.00 | 13.00 | 295,620.00 | 14.00 | 318,360.00 |
| 204-05-A | temporary sediment check dams (hay) | 80 | ea | 20.00 | 1,600.00 | 80.00 | 6,400.00 | 200.00 | 16,000.00 | 90.00 | 7,200.00 |
| 204-06 | temporary silt fencing | 2,142 | ln m | 1.00 | 2,142.00 | 5.00 | 10,710.00 | 7.50 | 16,065.00 | 2.00 | 4,284.00 |
| 302-02-B | class ii base course (220 mm thick) | 9,894.7 | sq m | 15.00 | 148,420.50 | 20.00 | 197,894.00 | 20.00 | 197,894.00 | 16.00 | 158,315.20 |
| 304-01 | lime (9% by volume) | 23.10 | Mg | 40.00 | 924.00 | 150.00 | 3,465.00 | 150.00 | 3,465.00 | 200.00 | 4,620.00 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 1,528 | sq m | 0.50 | 764.00 | 14.00 | 21,392.00 | 5.50 | 8,404.00 | 4.00 | 6,112.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
107 | cu m | 75.00 | 8,025.00 | 90.00 | 9,630.00 | 115.00 | 12,305.00 | 75.00 | 8,025.00 |
| 502-01-A | superpave asphaltic concrete (level 1) | 5,450.5 | Mg | 125.00 | 681,312.50 | 98.00 | 534,149.00 | 75.00 | 408,787.50 | 100.00 | 545,050.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 32.4 | ln m | 200.00 | 6,480.00 | 260.00 | 8,424.00 | 275.00 | 8,910.00 | 300.00 | 9,720.00 |
| 701-05-K | side drain pipe (750 mm cmp) | 12.9 | ln m | 150.00 | 1,935.00 | 170.00 | 2,193.00 | 215.00 | 2,773.50 | 200.00 | 2,580.00 |
| 701-05-M | side drain pipe (900 mm cmp) | 13.8 | ln m | 175.00 | 2,415.00 | 200.00 | 2,760.00 | 230.00 | 3,174.00 | 240.00 | 3,312.00 |
| 704-03 | blocked out guard rail | 281.94 | ln m | 50.00 | 14,097.00 | 48.00 | 13,533.12 | 52.00 | 14,660.88 | 48.00 | 13,533.12 |
| 704-08-B | guard rail transitions (double thrie beam) | 91.44 | ln m | 125.00 | 11,430.00 | 129.00 | 11,795.76 | 140.00 | 12,801.60 | 130.00 | 11,887.20 |
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 1,500.00 | 12,000.00 | 1,500.00 | 12,000.00 | 1,700.00 | 13,600.00 | 1,600.00 | 12,800.00 |
| 704-11-B | guard rail end treatment (tangent) | 4 | ea | 1,800.00 | 7,200.00 | 1,700.00 | 6,800.00 | 1,950.00 | 7,800.00 | 1,800.00 | 7,200.00 |
| 705-01 | barbed wire fence | 624 | ln m | 15.00 | 9,360.00 | 12.00 | 7,488.00 | 14.50 | 9,048.00 | 14.00 | 8,736.00 |
| 708-01 | right-of-way monument | 90 | ea | 6.00 | 540.00 | 100.00 | 9,000.00 | 275.00 | 24,750.00 | 120.00 | 10,800.00 |
| 708-02 | right-of-way monument witness post | 90 | ea | 25.00 | 2,250.00 | 75.00 | 6,750.00 | 275.00 | 24,750.00 | 120.00 | 10,800.00 |
| 711-01-C | riprap (15 kg, 450 mm avg. thickness) | 240 | sq m | 55.00 | 13,200.00 | 45.00 | 10,800.00 | 62.50 | 15,000.00 | 55.00 | 13,200.00 |
| 711-04 | geotextile fabric | 240 | sq m | 2.50 | 600.00 | 3.00 | 720.00 | 3.25 | 780.00 | 2.50 | 600.00 |
| 712-01-A | concrete cast-in-place revetment (100mm thick) | 62 | sq m | 50.00 | 3,100.00 | 42.00 | 2,604.00 | 43.00 | 2,666.00 | 80.00 | 4,960.00 |
| 712-04 | flexible revetment | 1,203 | sq m | 45.00 | 54,135.00 | 48.00 | 57,744.00 | 53.75 | 64,661.25 | 45.00 | 54,135.00 |
| 713-01 | temporary signs & barricades | lump | lump | 150,000.00 | 150,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 |
| 714-02 | water | 302 | cu m | 1.00 | 302.00 | 2.00 | 604.00 | 1.10 | 332.20 | 1.00 | 302.00 |
| 716-01-A | mulch (vegetative) | 3.2 | ha | 1,000.00 | 3,200.00 | 1,450.00 | 4,640.00 | 1,400.00 | 4,480.00 | 1,000.00 | 3,200.00 |
| 717-01 | seeding | 160 | kg | 15.00 | 2,400.00 | 14.00 | 2,240.00 | 16.75 | 2,680.00 | 16.00 | 2,560.00 |
| 718-01 | fertilizer | 3,598 | kg | 0.50 | 1,799.00 | 0.40 | 1,439.20 | 0.60 | 2,158.80 | 0.50 | 1,799.00 |
| 720-01-A | erosion control system, slope protection (type a) | 1,297 | sq m | 1.60 | 2,075.20 | 1.05 | 1,361.85 | 1.35 | 1,750.95 | 1.60 | 2,075.20 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 530 | sq m | 1.60 | 848.00 | 1.25 | 662.50 | 2.00 | 1,060.00 | 1.60 | 848.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 1,164 | sq m | 3.00 | 3,492.00 | 1.25 | 1,455.00 | 2.00 | 2,328.00 | 3.00 | 3,492.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 153 | sq m | 5.00 | 765.00 | 2.95 | 451.35 | 4.00 | 612.00 | 5.00 | 765.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 207 | sq m | 5.00 | 1,035.00 | 2.95 | 610.65 | 5.50 | 1,138.50 | 5.00 | 1,035.00 |
| 722-01 | project site laboratory | 1 | ea | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 |
| 725-01 | temporary detour roads | 3,568.8 | ln m | 300.00 | 1,070,640.00 | 390.00 | 1,391,832.00 | 500.00 | 1,784,400.00 | 300.00 | 1,070,640.00 |
| 726-01 | bedding material | 1,847.5 | cu m | 25.00 | 46,187.50 | 65.00 | 120,087.50 | 50.00 | 92,375.00 | 65.00 | 120,087.50 |
| 727-01 | mobilization | lump | lump | 535,000.00 | 535,000.00 | 400,000.00 | 400,000.00 | 500,000.00 | 500,000.00 | 690,000.00 | 690,000.00 |
| 729-16-C | object marker assembly (type 3) | 40 | ea | 60.00 | 2,400.00 | 60.00 | 2,400.00 | 65.00 | 2,600.00 | 60.00 | 2,400.00 |
| 731-02 | reflectorized raised pavement markers | 107 | ea | 5.00 | 535.00 | 5.00 | 535.00 | 6.50 | 695.50 | 6.00 | 642.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 2.559 | km | 2,000.00 | 5,118.00 | 2,000.00 | 5,118.00 | 1,350.00 | 3,454.65 | 1,300.00 | 3,326.70 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.282 | km | 1,000.00 | 1,282.00 | 1,000.00 | 1,282.00 | 450.00 | 576.90 | 450.00 | 576.90 |
| 735-01 | mailboxes | 1 | ea | 6.00 | 6.00 | 25.00 | 25.00 | 20.00 | 20.00 | 1.00 | 1.00 |
| 735-02 | mailbox supports (single) | 1 | ea | 100.00 | 100.00 | 125.00 | 125.00 | 150.00 | 150.00 | 200.00 | 200.00 |
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | 150,000.00 | 150,000.00 |
| 741-09 | adjusting water house connections | 7 | ea | FREE | FREE | 350.00 | 2,450.00 | 2,000.00 | 14,000.00 | 500.00 | 3,500.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,200.1 | ln m | 130.00 | 156,013.00 | 140.00 | 168,014.00 | 150.00 | 180,015.00 | 300.00 | 360,030.00 |
| 804-05 | precast concrete test piles | 2 | ea | 5,000.00 | 10,000.00 | 7,000.00 | 14,000.00 | 15,000.00 | 30,000.00 | 20,000.00 | 40,000.00 |
| 804-09 | loading test piles | 2 | ea | 100.00 | 200.00 | 7,000.00 | 14,000.00 | 2,000.00 | 4,000.00 | 15,000.00 | 30,000.00 |
| 804-13 | precast concrete indicator piles | 1 | ea | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 16,000.00 | 16,000.00 |
| 804-17 | dynamic monitoring | 8 | ea | 3,000.00 | 24,000.00 | 1,200.00 | 9,600.00 | 1,500.00 | 12,000.00 | 2,000.00 | 16,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 191.58 | cu m | 435.00 | 83,337.30 | 840.00 | 160,927.20 | 1,100.00 | 210,738.00 | 900.00 | 172,422.00 |
| 805-01-F | class a concrete (bents) | 99.40 | cu m | 435.00 | 43,239.00 | 640.00 | 63,616.00 | 750.00 | 74,550.00 | 900.00 | 89,460.00 |
| 805-03 | class aa concrete | 401.83 | cu m | 435.00 | 174,796.05 | 500.00 | 200,915.00 | 450.00 | 180,823.50 | 550.00 | 221,006.50 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) (precast only) |
509.68 | ln m | 800.00 | 407,744.00 | 1,000.00 | 509,680.00 | 1,300.00 | 662,584.00 | 1,000.00 | 509,680.00 |
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) (precast only) |
260.09 | ln m | 1,560.00 | 405,740.40 | 1,500.00 | 390,135.00 | 1,600.00 | 416,144.00 | 1,200.00 | 312,108.00 |
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) (precast only) |
284.25 | ln m | 1,600.00 | 454,800.00 | 1,600.00 | 454,800.00 | 1,700.00 | 483,225.00 | 1,400.00 | 397,950.00 |
| 806-01 | deformed reinforcing steel | 58,464 | kg | 0.50 | 29,232.00 | 1.40 | 81,849.60 | 1.50 | 87,696.00 | 1.50 | 87,696.00 |
| 810-01 | concrete railing (barrier) | 156.00 | ln m | 100.00 | 15,600.00 | 140.00 | 21,840.00 | 125.00 | 19,500.00 | 160.00 | 24,960.00 |
| 813-01 | concrete approach slabs | 972.00 | sq m | 95.00 | 92,340.00 | 160.00 | 155,520.00 | 175.00 | 170,100.00 | 160.00 | 155,520.00 |
| S-101 | dynamic analysis | 8 | ea | 900.00 | 7,200.00 | 750.00 | 6,000.00 | 1,100.00 | 8,800.00 | 1,200.00 | 9,600.00 |
| CONTRACTOR TOTAL | 5,364,333.95 | 6,042,549.13 | 6,713,659.73 | 6,970,110.32 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KOSTMAYER CONSTRUCTION, LLC |
- 6 - GILBERT SOUTHERN CORP |
- 7 - 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 | 115,000.00 | 115,000.00 | 103,000.00 | 103,000.00 | 150,000.00 | 150,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 1+161.748; 23.115m x 7.241m concrete bridge) |
1 | ea | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 1+219.933; 17.291m x 7.303m concrete bridge) |
1 | ea | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | 9,000.00 | 9,000.00 | ||
| 202-02-A-03 | removal of bridges (sta. 1+242.702; 17.744m x 7.649m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-04 | removal of bridges (sta. 1+159.399; 17.670m x 7.542m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-05 | removal of bridges (sta. 1+161.823; 23.531m x 7.516m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 | ||
| 202-02-A-06 | removal of bridges (sta. 1+159.083; 17.714m 7.531m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-07 | removal of bridges (sta. 1+156.334; 17.708m x 7.517m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-08 | removal of bridges (sta. 1+364.156; 17.775m x 7.515m timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | ||
| 202-02-A-09 | removal of bridges (sta. 1+162.063; 23.398m x 7.992m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 8,500.00 | 8,500.00 | ||
| 202-02-A-10 | removal of bridges (sta. 1+156.007; 11.604m x 7.296m concrete bridge) |
1 | ea | 13,000.00 | 13,000.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 223 | sq m | 20.00 | 4,460.00 | 14.00 | 3,122.00 | 8.00 | 1,784.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 12,575.0 | sq m | 5.00 | 62,875.00 | 4.00 | 50,300.00 | 5.00 | 62,875.00 | ||
| 203-01 | general excavation | 12,821 | cu m | 6.00 | 76,926.00 | 10.00 | 128,210.00 | 6.00 | 76,926.00 | ||
| 203-03 | muck excavation | 6,100 | cu m | 14.00 | 85,400.00 | 10.00 | 61,000.00 | 8.00 | 48,800.00 | ||
| 203-04 | embankment | 22,740 | cu m | 13.00 | 295,620.00 | 10.00 | 227,400.00 | 13.00 | 295,620.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 80 | ea | 120.00 | 9,600.00 | 90.00 | 7,200.00 | 100.00 | 8,000.00 | ||
| 204-06 | temporary silt fencing | 2,142 | ln m | 1.30 | 2,784.60 | 3.00 | 6,426.00 | 5.00 | 10,710.00 | ||
| 302-02-B | class ii base course (220 mm thick) | 9,894.7 | sq m | 48.00 | 474,945.60 | 10.00 | 98,947.00 | 18.50 | 183,051.95 | ||
| 304-01 | lime (9% by volume) | 23.10 | Mg | 160.00 | 3,696.00 | 100.00 | 2,310.00 | 200.00 | 4,620.00 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 1,528 | sq m | 5.00 | 7,640.00 | 8.00 | 12,224.00 | 28.00 | 42,784.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
107 | cu m | 65.00 | 6,955.00 | 100.00 | 10,700.00 | 85.00 | 9,095.00 | ||
| 502-01-A | superpave asphaltic concrete (level 1) | 5,450.5 | Mg | 107.00 | 583,203.50 | 100.00 | 545,050.00 | 105.00 | 572,302.50 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 32.4 | ln m | 220.00 | 7,128.00 | 300.00 | 9,720.00 | 500.00 | 16,200.00 | ||
| 701-05-K | side drain pipe (750 mm cmp) | 12.9 | ln m | 160.00 | 2,064.00 | 200.00 | 2,580.00 | 260.00 | 3,354.00 | ||
| 701-05-M | side drain pipe (900 mm cmp) | 13.8 | ln m | 200.00 | 2,760.00 | 200.00 | 2,760.00 | 320.00 | 4,416.00 | ||
| 704-03 | blocked out guard rail | 281.94 | ln m | 65.00 | 18,326.10 | 50.00 | 14,097.00 | 54.00 | 15,224.76 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 91.44 | ln m | 159.00 | 14,538.96 | 135.00 | 12,344.40 | 145.00 | 13,258.80 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 1,925.00 | 15,400.00 | 1,600.00 | 12,800.00 | 1,875.00 | 15,000.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 4 | ea | 2,300.00 | 9,200.00 | 1,900.00 | 7,600.00 | 2,400.00 | 9,600.00 | ||
| 705-01 | barbed wire fence | 624 | ln m | 16.00 | 9,984.00 | 13.00 | 8,112.00 | 15.00 | 9,360.00 | ||
| 708-01 | right-of-way monument | 90 | ea | 100.00 | 9,000.00 | 110.00 | 9,900.00 | 190.00 | 17,100.00 | ||
| 708-02 | right-of-way monument witness post | 90 | ea | 100.00 | 9,000.00 | 100.00 | 9,000.00 | 190.00 | 17,100.00 | ||
| 711-01-C | riprap (15 kg, 450 mm avg. thickness) | 240 | sq m | 70.00 | 16,800.00 | 70.00 | 16,800.00 | 50.00 | 12,000.00 | ||
| 711-04 | geotextile fabric | 240 | sq m | 5.00 | 1,200.00 | 2.00 | 480.00 | 5.00 | 1,200.00 | ||
| 712-01-A | concrete cast-in-place revetment (100mm thick) | 62 | sq m | 100.00 | 6,200.00 | 100.00 | 6,200.00 | 100.00 | 6,200.00 | ||
| 712-04 | flexible revetment | 1,203 | sq m | 55.00 | 66,165.00 | 40.00 | 48,120.00 | 55.00 | 66,165.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 90,000.00 | 90,000.00 | 150,000.00 | 150,000.00 | 120,000.00 | 120,000.00 | ||
| 714-02 | water | 302 | cu m | 2.65 | 800.30 | 1.00 | 302.00 | 1.00 | 302.00 | ||
| 716-01-A | mulch (vegetative) | 3.2 | ha | 1,700.00 | 5,440.00 | 1,000.00 | 3,200.00 | 2,500.00 | 8,000.00 | ||
| 717-01 | seeding | 160 | kg | 26.00 | 4,160.00 | 16.00 | 2,560.00 | 30.00 | 4,800.00 | ||
| 718-01 | fertilizer | 3,598 | kg | 0.70 | 2,518.60 | 0.50 | 1,799.00 | 1.10 | 3,957.80 | ||
| 720-01-A | erosion control system, slope protection (type a) | 1,297 | sq m | 2.00 | 2,594.00 | 1.70 | 2,204.90 | 2.00 | 2,594.00 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 530 | sq m | 2.00 | 1,060.00 | 1.70 | 901.00 | 3.50 | 1,855.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 1,164 | sq m | 2.50 | 2,910.00 | 3.00 | 3,492.00 | 4.50 | 5,238.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 153 | sq m | 4.50 | 688.50 | 5.20 | 795.60 | 8.00 | 1,224.00 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 207 | sq m | 4.50 | 931.50 | 5.20 | 1,076.40 | 8.00 | 1,656.00 | ||
| 722-01 | project site laboratory | 1 | ea | 12,000.00 | 12,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | ||
| 725-01 | temporary detour roads | 3,568.8 | ln m | 450.00 | 1,605,960.00 | 573.00 | 2,044,922.40 | 585.00 | 2,087,748.00 | ||
| 726-01 | bedding material | 1,847.5 | cu m | 65.00 | 120,087.50 | 70.00 | 129,325.00 | 85.00 | 157,037.50 | ||
| 727-01 | mobilization | lump | lump | 477,000.00 | 477,000.00 | 700,000.00 | 700,000.00 | 400,000.00 | 400,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 40 | ea | 77.00 | 3,080.00 | 63.00 | 2,520.00 | 95.00 | 3,800.00 | ||
| 731-02 | reflectorized raised pavement markers | 107 | ea | 7.00 | 749.00 | 5.25 | 561.75 | 7.50 | 802.50 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 2.559 | km | 2,200.00 | 5,629.80 | 2,100.00 | 5,373.90 | 1,550.00 | 3,966.45 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.282 | km | 1,100.00 | 1,410.20 | 1,050.00 | 1,346.10 | 650.00 | 833.30 | ||
| 735-01 | mailboxes | 1 | ea | 17.00 | 17.00 | 12.00 | 12.00 | 100.00 | 100.00 | ||
| 735-02 | mailbox supports (single) | 1 | ea | 170.00 | 170.00 | 125.00 | 125.00 | 100.00 | 100.00 | ||
| 740-01 | construction layout | lump | lump | 95,000.00 | 95,000.00 | 110,000.00 | 110,000.00 | 120,000.00 | 120,000.00 | ||
| 741-09 | adjusting water house connections | 7 | ea | 1,000.00 | 7,000.00 | 200.00 | 1,400.00 | 500.00 | 3,500.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 1,200.1 | ln m | 150.00 | 180,015.00 | 220.00 | 264,022.00 | 135.00 | 162,013.50 | ||
| 804-05 | precast concrete test piles | 2 | ea | 17,000.00 | 34,000.00 | 13,000.00 | 26,000.00 | 20,000.00 | 40,000.00 | ||
| 804-09 | loading test piles | 2 | ea | 1.00 | 2.00 | 4,000.00 | 8,000.00 | 1.00 | 2.00 | ||
| 804-13 | precast concrete indicator piles | 1 | ea | 500.00 | 500.00 | 13,000.00 | 13,000.00 | 20,000.00 | 20,000.00 | ||
| 804-17 | dynamic monitoring | 8 | ea | 2,200.00 | 17,600.00 | 4,000.00 | 32,000.00 | 2,500.00 | 20,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 191.58 | cu m | 750.00 | 143,685.00 | 1,300.00 | 249,054.00 | 1,000.00 | 191,580.00 | ||
| 805-01-F | class a concrete (bents) | 99.40 | cu m | 650.00 | 64,610.00 | 1,000.00 | 99,400.00 | 1,000.00 | 99,400.00 | ||
| 805-03 | class aa concrete | 401.83 | cu m | 650.00 | 261,189.50 | 1,000.00 | 401,830.00 | 650.00 | 261,189.50 | ||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) (precast only) |
509.68 | ln m | 1,400.00 | 713,552.00 | 1,000.00 | 509,680.00 | 1,200.00 | 611,616.00 | ||
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) (precast only) |
260.09 | ln m | 1,620.00 | 421,345.80 | 1,000.00 | 260,090.00 | 1,610.00 | 418,744.90 | ||
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) (precast only) |
284.25 | ln m | 1,770.00 | 503,122.50 | 1,200.00 | 341,100.00 | 1,700.00 | 483,225.00 | ||
| 806-01 | deformed reinforcing steel | 58,464 | kg | 1.35 | 78,926.40 | 2.00 | 116,928.00 | 1.80 | 105,235.20 | ||
| 810-01 | concrete railing (barrier) | 156.00 | ln m | 180.00 | 28,080.00 | 200.00 | 31,200.00 | 145.00 | 22,620.00 | ||
| 813-01 | concrete approach slabs | 972.00 | sq m | 155.00 | 150,660.00 | 130.00 | 126,360.00 | 200.00 | 194,400.00 | ||
| S-101 | dynamic analysis | 8 | ea | 2,400.00 | 19,200.00 | 800.00 | 6,400.00 | 1,200.00 | 9,600.00 | ||
| CONTRACTOR TOTAL | 7,077,566.36 | 7,279,383.45 | 7,331,387.66 | ||||||||