| |||
| Lead Project: 014-02-0022 | |||
| Parish: ALLEN, JEFF DAVIS | |||
| Routes: US 165 | |||
| Description: FENTON - KINDER | |||
| Type Const:
grading, drainage structures, lime trmt, subgrade layer, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges, and related work | |||
| Estimated Construction Cost: $19,279,440.18 | |||
| Maximum Number of Days Allowed for Construction: 740 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $21,524,199.20 | 720 | $22,244,199.20 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $23,755,277.55 | 730 | $24,485,277.55 |
| 3 | 39462 | DENTON-JAMES LLC | $23,987,963.06 | 740 | $24,727,963.06 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - 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 | 670,000.00 | 670,000.00 | 600,000.00 | 600,000.00 | 800,000.00 | 800,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 | 52,000.00 | 52,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 322 | sq m | 12.00 | 3,864.00 | 18.00 | 5,796.00 | 16.00 | 5,152.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,663 | sq m | 3.50 | 5,820.50 | 12.00 | 19,956.00 | 9.00 | 14,967.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 10,521.2 | sq m | 5.00 | 52,606.00 | 13.00 | 136,775.60 | 7.00 | 73,648.40 | ||
| 202-02-01 | removal of 5.8 m x 3.7 m metal shed (lt. of sta. 14+990) |
1 | ea | 300.00 | 300.00 | 200.00 | 200.00 | 1.00 | 1.00 | ||
| 202-02-02 | removal of 4.0 m x 3.6 m metal shed (lt. of sta. 15+020) |
1 | ea | 200.00 | 200.00 | 140.00 | 140.00 | 1.00 | 1.00 | ||
| 202-02-03 | removal of 7.5 m x 13.1 m wood frame residence on concrete piers (lt. of sta. 15+045) |
1 | ea | 1,200.00 | 1,200.00 | 900.00 | 900.00 | 1.00 | 1.00 | ||
| 202-02-04 | removal of 16.6 m x 3.1 m mobile home (lt. of sta. 15+085) |
1 | ea | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-05 | removal of 6.2 m x 3.9 m metal shed on concrete slab (lt. of sta. 15+085) |
1 | ea | 300.00 | 300.00 | 220.00 | 220.00 | 1.00 | 1.00 | ||
| 202-02-06 | removal of 9.8 m x 9.5 m wood frame/metal garage, dirt floor (lt. of sta. 15+125) |
1 | ea | 1,000.00 | 1,000.00 | 900.00 | 900.00 | 1.00 | 1.00 | ||
| 202-02-07 | removal of 20.2 m x 4.2 m mobile home (lt. of sta. 15+150) |
1 | ea | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-08 | removal of 10.5 m x 13.6 m wood frame residence on concrete piers (lt. of sta. 15+300)(contains friable asbestos) |
1 | ea | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 202-02-09 | removal of 6.2 m x 7.2 m wood frame garage on concrete slab (lt. of sta. 15+300) |
1 | ea | 500.00 | 500.00 | 450.00 | 450.00 | 1.00 | 1.00 | ||
| 202-02-10 | removal of 15.4 m x 7.1 m mobile home (lt. of sta. 15+335) |
1 | ea | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-11 | removal of 16.4 m x 20.1 m metal barn (lt. of sta. 15+450) |
1 | ea | 3,800.00 | 3,800.00 | 3,200.00 | 3,200.00 | 1.00 | 1.00 | ||
| 202-02-12 | removal of 18.3 m x 9.8 m wood frame residence on concrete piers (lt. of sta. 15+500) |
1 | ea | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 1.00 | 1.00 | ||
| 202-02-13 | removal of 3.7 m x 2.5 m wood frame shed on concrete slab (lt. of sta. 16+530) |
1 | ea | 100.00 | 100.00 | 90.00 | 90.00 | 1.00 | 1.00 | ||
| 202-02-14 | removal of 25.3 m x 10.0 m brick residence on concrete slab (lt. of sta. 16+540) |
1 | ea | 7,800.00 | 7,800.00 | 6,500.00 | 6,500.00 | 1.00 | 1.00 | ||
| 202-02-15 | removal of 7.5 m x 11.1 m wood frame residence on concrete piers (lt. of sta. 16+850) |
1 | ea | 2,400.00 | 2,400.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | ||
| 202-02-16 | removal of 3.7 m x 3.9 m metal shed on concrete slab (lt. of sta. 16+850) |
1 | ea | 170.00 | 170.00 | 140.00 | 140.00 | 1.00 | 1.00 | ||
| 202-02-17 | removal of 6.2 m x 6.9 m metal garage on concrete slab (lt. of sta. 16+860) |
1 | ea | 500.00 | 500.00 | 425.00 | 425.00 | 1.00 | 1.00 | ||
| 202-02-18 | removal of 7.4 m x 11.0 m metal shed on concrete slab (lt. of sta. 16+905) |
1 | ea | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 1.00 | 1.00 | ||
| 202-02-19 | removal of 3.1 m x 3.0 m metal shed on concrete slab (lt. of sta. 16+920) |
1 | ea | 100.00 | 100.00 | 90.00 | 90.00 | 1.00 | 1.00 | ||
| 202-02-20 | removal of 15.8 m x 9.9 m brick residence on concrete piers (lt. of sta. 16+930) |
1 | ea | 5,200.00 | 5,200.00 | 4,400.00 | 4,400.00 | 1.00 | 1.00 | ||
| 202-02-21 | removal of 20.1 m x 4.2 m mobile home (lt. of sta. 18+860) |
1 | ea | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-22 | removal of 20.1 m x 4.3 m mobile home (lt. of sta. 18+860) |
1 | ea | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-23 | removal of 3.2 m x 3.1 m metal shed (lt. of sta. 19+425) |
1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-24 | removal of 20.1 m x 4.2 m mobile home (lt. of sta. 19+575) |
1 | ea | 2,400.00 | 2,400.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-25 | removal of 2.8 m x 5.3 m metal shed (lt. of sta. 19+575) |
1 | ea | 200.00 | 200.00 | 150.00 | 150.00 | 1.00 | 1.00 | ||
| 202-02-26 | removal of 9.2 m x 12.2 m metal shed (lt. of sta. 19+860) |
1 | ea | 1,300.00 | 1,300.00 | 1,125.00 | 1,125.00 | 1.00 | 1.00 | ||
| 202-02-27 | removal of 20.2 m x 12.3 m brick residence on concrete slab (lt. of sta. 19+880) |
1 | ea | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||
| 202-02-28 | removal of 3.0 m x 2.4 m wood frame shed (lt of sta. 19+950) |
1 | ea | 100.00 | 100.00 | 70.00 | 70.00 | 1.00 | 1.00 | ||
| 202-02-29 | removal of 24.1 m x 9.9 m brick residence on concrete piers (lt. of sta. 19+965) |
1 | ea | 7,200.00 | 7,200.00 | 6,000.00 | 6,000.00 | 1.00 | 1.00 | ||
| 202-02-30 | removal of 21.2 m x 8.1 m wood frame residence on concrete piers (lt. of sta. 20+710) |
1 | ea | 5,000.00 | 5,000.00 | 4,200.00 | 4,200.00 | 1.00 | 1.00 | ||
| 202-02-31 | removal of 4.6 m x 6.7 m metal shed (lt. of sta. 21+090) |
1 | ea | 350.00 | 350.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-32 | removal of 18.4 m x 26.7 m 2-story metal building on concrete slab (lt. of sta. 22+200) |
1 | ea | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | ||
| 202-02-33 | removal of 14.8 m x 8.6 m wood frame residence on concrete slab (lt. of sta. 22+420) |
1 | ea | 3,600.00 | 3,600.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||
| 202-02-34 | removal of 4.4 m x 1.8 m metal shed (lt. of sta. 22+510) |
1 | ea | 100.00 | 100.00 | 80.00 | 80.00 | 1.00 | 1.00 | ||
| 202-02-35 | removal of 7.4 m x 2.8 m metal shed on concrete piers (lt. of sta. 22+525) |
1 | ea | 300.00 | 300.00 | 200.00 | 200.00 | 1.00 | 1.00 | ||
| 202-02-36 | removal of 13.5 m x 7.4 m wood frame residence on concrete piers (lt. of sta. 22+525) |
1 | ea | 2,900.00 | 2,900.00 | 2,400.00 | 2,400.00 | 1.00 | 1.00 | ||
| 202-02-37 | removal of 12.8 m x 9.2 m wood frame residence on brick piers (lt. of sta. 22+585) |
1 | ea | 1,400.00 | 1,400.00 | 1,200.00 | 1,200.00 | 1.00 | 1.00 | ||
| 202-02-38 | removal of 23.2 m x 4.7 m mobile home (lt. of sta. 22+740) |
1 | ea | 1,300.00 | 1,300.00 | 1.00 | 1.00 | 1.00 | 1.00 | ||
| 202-02-39 | removal of 18.4 m x 30.6 m metal building on concrete slab (lt. of sta. 23+175) |
1 | ea | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 1.00 | 1.00 | ||
| 202-02-40 | removal of billboard (lt. of sta. 18+900) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-41 | removal of billboard (lt. of sta. 22+380) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-42 | removal of billboard (lt. of sta. 23+060) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-43 | removal of billboard (lt. of sta. 23+170) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-44 | removal of billboard (lt. of sta. 23+215) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-45 | removal of billboard (lt. of sta. 23+375) | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 202-02-46 | removal of septic system | 25 | ea | 2,000.00 | 50,000.00 | 500.00 | 12,500.00 | 1,000.00 | 25,000.00 | ||
| 202-02-47 | removal of aboveground storage tank (lt. of sta. 16+550) |
1 | ea | 1.00 | 1.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | ||
| 203-01 | general excavation | 77,303 | cu m | 5.50 | 425,166.50 | 6.00 | 463,818.00 | 5.00 | 386,515.00 | ||
| 203-02 | drainage excavation | 20,713 | cu m | 8.00 | 165,704.00 | 12.00 | 248,556.00 | 9.00 | 186,417.00 | ||
| 203-03 | muck excavation | 1,420 | cu m | 13.00 | 18,460.00 | 12.00 | 17,040.00 | 20.00 | 28,400.00 | ||
| 203-04 | embankment | 184,126 | cu m | 10.00 | 1,841,260.00 | 14.00 | 2,577,764.00 | 12.50 | 2,301,575.00 | ||
| 203-05-A | nonplastic embankment (stone) | 4,087 | cu m | 110.00 | 449,570.00 | 140.00 | 572,180.00 | 130.00 | 531,310.00 | ||
| 204-02 | temporary hay or straw bales | 119 | ea | 15.00 | 1,785.00 | 6.00 | 714.00 | 6.00 | 714.00 | ||
| 204-04 | temporary sediment basins | 6 | ea | 320.00 | 1,920.00 | 350.00 | 2,100.00 | 600.00 | 3,600.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 38 | ea | 140.00 | 5,320.00 | 150.00 | 5,700.00 | 150.00 | 5,700.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 32 | ea | 530.00 | 16,960.00 | 400.00 | 12,800.00 | 600.00 | 19,200.00 | ||
| 204-06 | temporary silt fencing | 13,126 | ln m | 6.60 | 86,631.60 | 5.00 | 65,630.00 | 4.00 | 52,504.00 | ||
| 204-07 | temporary stone construction entrance | 2 | ea | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 | ||
| 302-02-E-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
13,722.4 | sq m | 15.00 | 205,836.00 | 18.00 | 247,003.20 | 20.00 | 274,448.00 | ||
| 302-02-H-01 | class ii base course (350 mm thick)(stone or recycled pccp) |
38,949.6 | sq m | 38.00 | 1,480,084.80 | 36.00 | 1,402,185.60 | 38.00 | 1,480,084.80 | ||
| 304-05 | lime treatment (type e)(300 mm thick) | 1,972.00 | Mg | 115.00 | 226,780.00 | 175.00 | 345,100.00 | 280.00 | 552,160.00 | ||
| 305-01-A | subgrade layer (300 mm thick) | 161,130 | sq m | 7.50 | 1,208,475.00 | 8.00 | 1,289,040.00 | 9.00 | 1,450,170.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
465 | cu m | 100.00 | 46,500.00 | 100.00 | 46,500.00 | 100.00 | 46,500.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 90.00 | 90,000.00 | 100.00 | 100,000.00 | 95.00 | 95,000.00 | ||
| 701-01-G | cross drain pipe (450 mm rcp/pcp) | 513.2 | ln m | 230.00 | 118,036.00 | 170.00 | 87,244.00 | 200.00 | 102,640.00 | ||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 59.8 | ln m | 300.00 | 17,940.00 | 300.00 | 17,940.00 | 250.00 | 14,950.00 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 29.4 | ln m | 470.00 | 13,818.00 | 380.00 | 11,172.00 | 450.00 | 13,230.00 | ||
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 79.9 | ln m | 700.00 | 55,930.00 | 650.00 | 51,935.00 | 600.00 | 47,940.00 | ||
| 701-02-I | cross drain pipe arch (1350 mm equiv. rcpa) | 111.0 | ln m | 750.00 | 83,250.00 | 730.00 | 81,030.00 | 700.00 | 77,700.00 | ||
| 701-05-G | side drain pipe (450 mm) | 928.0 | ln m | 195.00 | 180,960.00 | 180.00 | 167,040.00 | 150.00 | 139,200.00 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 205.8 | ln m | 150.00 | 30,870.00 | 190.00 | 39,102.00 | 160.00 | 32,928.00 | ||
| 701-05-I | side drain pipe (600 mm) | 424.7 | ln m | 230.00 | 97,681.00 | 200.00 | 84,940.00 | 200.00 | 84,940.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 47.6 | ln m | 200.00 | 9,520.00 | 210.00 | 9,996.00 | 220.00 | 10,472.00 | ||
| 701-05-K | side drain pipe (750 mm) | 232.5 | ln m | 345.00 | 80,212.50 | 280.00 | 65,100.00 | 250.00 | 58,125.00 | ||
| 701-05-K-01 | side drain pipe (750 mm)(erosion) | 16.0 | ln m | 240.00 | 3,840.00 | 290.00 | 4,640.00 | 270.00 | 4,320.00 | ||
| 701-05-M | side drain pipe (900 mm) | 122.7 | ln m | 350.00 | 42,945.00 | 330.00 | 40,491.00 | 270.00 | 33,129.00 | ||
| 701-05-N-01 | side drain pipe (1050 mm )(erosion) | 31.6 | ln m | 430.00 | 13,588.00 | 340.00 | 10,744.00 | 300.00 | 9,480.00 | ||
| 701-06-D | side drain pipe arch (600 mm equiv.) | 29.2 | ln m | 400.00 | 11,680.00 | 240.00 | 7,008.00 | 230.00 | 6,716.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 41.0 | ln m | 350.00 | 14,350.00 | 300.00 | 12,300.00 | 250.00 | 10,250.00 | ||
| 702-02-F | manholes (mh-01) | 1 | ea | 2,200.00 | 2,200.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | ||
| 702-03-A | catch basins (cb-01) | 17 | ea | 2,200.00 | 37,400.00 | 2,500.00 | 42,500.00 | 2,500.00 | 42,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 5 | ea | 1,400.00 | 7,000.00 | 2,500.00 | 12,500.00 | 1,600.00 | 8,000.00 | ||
| 702-08-B | side drain safety end (type 2) | 1 | ea | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 2,600.00 | 2,600.00 | ||
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 243.84 | ln m | 135.00 | 32,918.40 | 125.00 | 30,480.00 | 130.00 | 31,699.20 | ||
| 704-03 | blocked out guard rail | 788.72 | ln m | 55.00 | 43,379.60 | 50.00 | 39,436.00 | 50.00 | 39,436.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
26.67 | ln m | 280.00 | 7,467.60 | 250.00 | 6,667.50 | 260.00 | 6,934.20 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 83.82 | ln m | 145.00 | 12,153.90 | 135.00 | 11,315.70 | 140.00 | 11,734.80 | ||
| 704-11-A | guard rail end treatment (flared) | 25 | ea | 2,000.00 | 50,000.00 | 1,800.00 | 45,000.00 | 1,800.00 | 45,000.00 | ||
| 705-01 | barbed wire fence | 2,769 | ln m | 17.50 | 48,457.50 | 16.00 | 44,304.00 | 16.00 | 44,304.00 | ||
| 705-02 | combination mesh & barbed wire fence | 66 | ln m | 26.50 | 1,749.00 | 20.00 | 1,320.00 | 20.00 | 1,320.00 | ||
| 705-05 | double swinging driveway gates | 8 | dbgt | 745.00 | 5,960.00 | 600.00 | 4,800.00 | 600.00 | 4,800.00 | ||
| 705-06-A | chain link fence (1200 mm height) | 514 | ln m | 55.00 | 28,270.00 | 50.00 | 25,700.00 | 35.00 | 17,990.00 | ||
| 705-09 | rebuilt fence | 555 | ln m | 60.00 | 33,300.00 | 35.00 | 19,425.00 | 45.00 | 24,975.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 958.0 | sq m | 60.00 | 57,480.00 | 50.00 | 47,900.00 | 58.00 | 55,564.00 | ||
| 708-01 | right-of-way monument | 60 | ea | 330.00 | 19,800.00 | 150.00 | 9,000.00 | 120.00 | 7,200.00 | ||
| 708-02 | right-of-way monument witness post | 60 | ea | 330.00 | 19,800.00 | 150.00 | 9,000.00 | 120.00 | 7,200.00 | ||
| 711-04 | geotextile fabric | 2,037 | sq m | 2.80 | 5,703.60 | 3.00 | 6,111.00 | 2.00 | 4,074.00 | ||
| 712-04 | flexible revetment | 2,037 | sq m | 52.00 | 105,924.00 | 45.00 | 91,665.00 | 60.00 | 122,220.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 125,000.00 | 125,000.00 | 135,000.00 | 135,000.00 | 150,000.00 | 150,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
0.495 | km | 10,100.00 | 4,999.50 | 9,500.00 | 4,702.50 | 9,600.00 | 4,752.00 | ||
| 716-01-A | mulch (vegetative) | 9.3 | hctr | 1,850.00 | 17,205.00 | 1,600.00 | 14,880.00 | 4,000.00 | 37,200.00 | ||
| 717-01 | seeding | 2,482 | kg | 16.00 | 39,712.00 | 12.00 | 29,784.00 | 12.00 | 29,784.00 | ||
| 718-01 | fertilizer | 62,098 | kg | 0.80 | 49,678.40 | 0.50 | 31,049.00 | 0.45 | 27,944.10 | ||
| 722-02 | project site laboratory (equipped) | 1 | ea | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | ||
| 726-01 | bedding material | 428.2 | cu m | 115.00 | 49,243.00 | 80.00 | 34,256.00 | 100.00 | 42,820.00 | ||
| 727-01 | mobilization | lump | lump | 2,000,000.00 | 2,000,000.00 | 2,200,000.00 | 2,200,000.00 | 2,400,000.00 | 2,400,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 50 | ea | 50.00 | 2,500.00 | 45.00 | 2,250.00 | 45.00 | 2,250.00 | ||
| 729-16-C | object marker assembly (type 3) | 25 | ea | 76.00 | 1,900.00 | 70.00 | 1,750.00 | 66.00 | 1,650.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,143 | ea | 5.50 | 11,786.50 | 5.00 | 10,715.00 | 5.00 | 10,715.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 50.892 | km | 1,500.00 | 76,338.00 | 1,400.00 | 71,248.80 | 1,330.00 | 67,686.36 | ||
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.225 | km | 3,600.00 | 810.00 | 3,200.00 | 720.00 | 3,300.00 | 742.50 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 9 | ea | 170.00 | 1,530.00 | 150.00 | 1,350.00 | 150.00 | 1,350.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 9 | ea | 170.00 | 1,530.00 | 180.00 | 1,620.00 | 150.00 | 1,350.00 | ||
| 732-05 | removal of existing markings | 12.265 | km | 2,800.00 | 34,342.00 | 2,500.00 | 30,662.50 | 2,500.00 | 30,662.50 | ||
| 735-01 | mailboxes | 32 | ea | 5.50 | 176.00 | 10.00 | 320.00 | 1.00 | 32.00 | ||
| 735-02 | mailbox supports (single) | 32 | ea | 172.00 | 5,504.00 | 130.00 | 4,160.00 | 160.00 | 5,120.00 | ||
| 740-01 | construction layout | lump | lump | 275,000.00 | 275,000.00 | 180,000.00 | 180,000.00 | 300,000.00 | 300,000.00 | ||
| 744-01 | traffic control management | lump | lump | 75,000.00 | 75,000.00 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 979.0 | ln m | 159.00 | 155,661.00 | 180.00 | 176,220.00 | 150.00 | 146,850.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 1,505.5 | ln m | 188.00 | 283,034.00 | 200.00 | 301,100.00 | 170.00 | 255,935.00 | ||
| 804-01-F | precast concrete piles (600 mm) | 688.8 | ln m | 292.00 | 201,129.60 | 300.00 | 206,640.00 | 320.00 | 220,416.00 | ||
| 804-12 | loading permanent piles | 5 | ea | 100.00 | 500.00 | 2,500.00 | 12,500.00 | 1,000.00 | 5,000.00 | ||
| 805-01-F | class a concrete (bents) | 245.76 | cu m | 800.00 | 196,608.00 | 1,000.00 | 245,760.00 | 1,000.00 | 245,760.00 | ||
| 805-03 | class aa concrete | 805.28 | cu m | 600.00 | 483,168.00 | 700.00 | 563,696.00 | 640.00 | 515,379.20 | ||
| 805-08-H | precast-prestressed concrete girders (450 mm quad beam) | 568.80 | ln m | 200.00 | 113,760.00 | 275.00 | 156,420.00 | 210.00 | 119,448.00 | ||
| 806-01 | deformed reinforcing steel | 114,799 | kg | 1.60 | 183,678.40 | 1.75 | 200,898.25 | 1.70 | 195,158.30 | ||
| 807-06 | structural metalwork | lump | lump | 19,000.00 | 19,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | ||
| 810-01 | concrete railing (barrier) | 426.00 | ln m | 235.00 | 100,110.00 | 135.00 | 57,510.00 | 170.00 | 72,420.00 | ||
| 813-01 | concrete approach slabs | 1,468.80 | sq m | 180.00 | 264,384.00 | 170.00 | 249,696.00 | 170.00 | 249,696.00 | ||
| S-001 | dynamic message sign unit | 2 | each | 20,000.00 | 40,000.00 | 40,000.00 | 80,000.00 | 20,000.00 | 40,000.00 | ||
| S-002 | pier protection system | 1 | each | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | ||
| S-003 | rumble strips (ground-in) | 22.1 | km | 550.00 | 12,155.00 | 550.00 | 12,155.00 | 400.00 | 8,840.00 | ||
| S-004 | plugging existing water wells | 7 | each | 2,200.00 | 15,400.00 | 1,500.00 | 10,500.00 | 2,500.00 | 17,500.00 | ||
| S-101 | settlement plate installation and monitoring | 10 | each | 2,500.00 | 25,000.00 | 1,800.00 | 18,000.00 | 2,500.00 | 25,000.00 | ||
| S-102 | retroreflective sheeting panels | 12 | each | 380.00 | 4,560.00 | 500.00 | 6,000.00 | 400.00 | 4,800.00 | ||
| S-103 | surcharge for bridge headers | lump | lump | 165,000.00 | 165,000.00 | 190,000.00 | 190,000.00 | 200,000.00 | 200,000.00 | ||
| SUBTOTAL GENERAL | 13,652,356.90 | 14,725,914.65 | 15,101,142.36 | ||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-G-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
122,007.0 | sq m | 26.50 | 3,233,185.50 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01 | superpave asphaltic concrete | 43,988.0 | Mg | 77.00 | 3,387,076.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
11,069.7 | Mg | 112.00 | 1,239,806.40 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 24.530 | km | 480.00 | 11,774.40 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A1 | 7,871,842.30 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-F-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
122,007.0 | sq m | 0.00 | 0.00 | 22.00 | 2,684,154.00 | 22.00 | 2,684,154.00 | ||
| 502-01 | superpave asphaltic concrete | 3,412.0 | Mg | 0.00 | 0.00 | 96.00 | 327,552.00 | 96.00 | 327,552.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,106.9 | Mg | 0.00 | 0.00 | 106.00 | 117,331.40 | 110.00 | 121,759.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 97,780.1 | sq m | 0.00 | 0.00 | 45.00 | 4,400,104.50 | 44.00 | 4,302,324.40 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
24,226.9 | sq m | 0.00 | 0.00 | 60.00 | 1,453,614.00 | 58.00 | 1,405,160.20 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 12.265 | km | 0.00 | 0.00 | 500.00 | 6,132.50 | 440.00 | 5,396.60 | ||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
12.265 | km | 0.00 | 0.00 | 3,300.00 | 40,474.50 | 3,300.00 | 40,474.50 | ||
| SUBTOTAL ALT A2 | 9,029,362.90 | 8,886,820.70 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 21,524,199.20 | 23,755,277.55 | 23,987,963.06 | ||||||||
| Number of Days Bid at $1,000 per day. | 720 | 720,000.00 | 730 | 730,000.00 | 740 | 740,000.00 | 0 | ||||
| TOTAL BID | 22,244,199.20 | 24,485,277.55 | 24,727,963.06 | ||||||||