| |||
| Lead Project: 038-03-0024 | |||
| Parish: MOREHOUSE | |||
| Routes: US 425 | |||
| Description: LOG CABIN - ARKANSAS STATE LINE | |||
| Type Const:
grading, drain struct, lime trmt, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete girder bridge, and related work | |||
| Estimated Construction Cost: $29,804,676.54 | |||
| Maximum Number of Days Allowed for Construction: 650 | |||
| Calculated Daily User Cost: $7,500.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $24,278,565.19 | 650 | $1,006,700.00 | $30,160,265.19 |
| 2 | 42076 | AUSTIN BRIDGE & ROAD, LP | $25,169,429.98 | 600 | $1,006,700.00 | $30,676,129.98 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $26,401,361.41 | 650 | $1,006,700.00 | $32,283,061.41 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $29,786,111.14 | 650 | $317,500.00 | $34,978,611.14 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $39,783,829.20 | 650 | $1,006,700.00 | $45,665,529.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - AUSTIN BRIDGE & ROAD, LP |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - 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 | 770,000.00 | 770,000.00 | 900,000.00 | 900,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 167,500.00 | 167,500.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 202-02-A-01 | removal of 2-span timber bridge (sta. 27+128.0) | 1 | ea | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 |
| 202-02-A-02 | removal of 2-span timber bridge (sta. 29+958.6) | 1 | ea | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 |
| 202-02-A-03 | removal of 2-span timber bridge (sta. 33+922.8) | 1 | ea | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 |
| 202-02-B-01 | removal of 2 concrete box culverts (sta. 21+616.477; 2-900 mm x 900 mm) |
1 | ea | 7,800.00 | 7,800.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 4,600.00 | 4,600.00 |
| 202-02-B-02 | removal of concrete box culvert headwall (sta. 20+603) | 1 | ea | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 2,300.00 | 2,300.00 |
| 202-02-C | removal of portland cement concrete pavement | 17,571 | sq m | 4.00 | 70,284.00 | 15.00 | 263,565.00 | 9.00 | 158,139.00 | 5.00 | 87,855.00 |
| 202-02-D | removal of concrete walks & drives | 1,260 | sq m | 4.00 | 5,040.00 | 14.00 | 17,640.00 | 20.00 | 25,200.00 | 3.00 | 3,780.00 |
| 202-02-G | removal of surfacing & stabilized base | 23,250.5 | sq m | 3.50 | 81,376.75 | 7.00 | 162,753.50 | 3.35 | 77,889.18 | 3.00 | 69,751.50 |
| 202-02-H | removal of guard rail | 310 | ln m | 11.00 | 3,410.00 | 10.00 | 3,100.00 | 115.00 | 35,650.00 | 8.00 | 2,480.00 |
| 202-02-01 | removal of 10.4 m x 11.6 m wood frame residence (rt. of sta. 22+133) (contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 5,700.00 | 5,700.00 | 3,250.00 | 3,250.00 | 1,000.00 | 1,000.00 |
| 202-02-02 | removal of 9.3 m x 12.3 m wood frame residence (lt. of sta. 22+691) (contains transite asbestos siding) |
1 | each | 4,500.00 | 4,500.00 | 5,100.00 | 5,100.00 | 3,250.00 | 3,250.00 | 1,000.00 | 1,000.00 |
| 202-02-03 | removal of 17.8 m x 8.5 m wood frame residence (rt. of sta. 22+950) (cont. friable & transite asbestos siding) |
1 | each | 4,500.00 | 4,500.00 | 1,000.00 | 1,000.00 | 3,250.00 | 3,250.00 | 1,000.00 | 1,000.00 |
| 202-02-04 | removal of 32.8 m x 12.2 m abandoned gas station (lt. of sta. 23+412) (contains transite asbestos siding) |
1 | each | 13,500.00 | 13,500.00 | 9,600.00 | 9,600.00 | 5,250.00 | 5,250.00 | 3,000.00 | 3,000.00 |
| 202-02-05 | removal of 10.5 m x 8.5 m building (lt. of sta. 23+702) (contains transite asbestos siding) |
1 | each | 4,500.00 | 4,500.00 | 3,600.00 | 3,600.00 | 3,250.00 | 3,250.00 | 1,000.00 | 1,000.00 |
| 202-02-06 | removal of 19.9 m x 14.6 m wood frame residence (rt. of sta. 23+870) (contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 6,400.00 | 6,400.00 | 3,250.00 | 3,250.00 | 1,000.00 | 1,000.00 |
| 202-02-07 | removal of 8.1 m x 12.6 m building (lt. of sta. 23+930) (contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 1,000.00 | 1,000.00 | 2,750.00 | 2,750.00 | 1,000.00 | 1,000.00 |
| 202-02-08 | removal of 8.6 m x 20.3 m wood frame residence with no slab (lt. of sta. 24+185)(contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 9,000.00 | 9,000.00 | 2,750.00 | 2,750.00 | 1,000.00 | 1,000.00 |
| 202-02-09 | removal of 5.4 m x 5.7 m wood shed with no slab (lt. of sta. 24+193) (contains non-friable asbestos) |
1 | each | 2,850.00 | 2,850.00 | 1,300.00 | 1,300.00 | 1,250.00 | 1,250.00 | 500.00 | 500.00 |
| 202-02-10 | removal of 15.4 m x 20.6 m wood frame residence with no slab (lt. of sta. 27+986)(contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 6,600.00 | 6,600.00 | 2,750.00 | 2,750.00 | 2,000.00 | 2,000.00 |
| 202-02-11 | removal of 18.3 m x 11.7 m brick residence on slab (lt. of sta. 31+000) (contains non-friable asbestos) |
1 | each | 4,500.00 | 4,500.00 | 10,000.00 | 10,000.00 | 3,750.00 | 3,750.00 | 2,500.00 | 2,500.00 |
| 202-07 | plugging existing water wells | 18 | each | 2,750.00 | 49,500.00 | 1,500.00 | 27,000.00 | 2,750.00 | 49,500.00 | 1,500.00 | 27,000.00 |
| 203-01 | general excavation | 380,276 | cu m | 3.35 | 1,273,924.60 | 4.00 | 1,521,104.00 | 6.50 | 2,471,794.00 | 7.80 | 2,966,152.80 |
| 203-03 | embankment | 301,936 | cu m | 4.00 | 1,207,744.00 | 8.00 | 2,415,488.00 | 7.50 | 2,264,520.00 | 11.70 | 3,532,651.20 |
| 203-04-A | nonplastic embankment (stone) | 1,923 | cu m | 135.00 | 259,605.00 | 150.00 | 288,450.00 | 145.00 | 278,835.00 | 99.00 | 190,377.00 |
| 204-02 | temporary hay or straw bales | 217 | ea | 10.00 | 2,170.00 | 7.00 | 1,519.00 | 34.00 | 7,378.00 | 16.00 | 3,472.00 |
| 204-05-A | temporary sediment check dams (hay) | 109 | ea | 100.00 | 10,900.00 | 100.00 | 10,900.00 | 295.00 | 32,155.00 | 120.00 | 13,080.00 |
| 204-05-B | temporary sediment check dams (stone) | 106 | ea | 385.00 | 40,810.00 | 500.00 | 53,000.00 | 680.00 | 72,080.00 | 300.00 | 31,800.00 |
| 204-06 | temporary silt fencing | 22,001 | ln m | 4.55 | 100,104.55 | 5.00 | 110,005.00 | 7.75 | 170,507.75 | 7.20 | 158,407.20 |
| 204-07 | temporary stone construction entrance | 5 | ea | 6,000.00 | 30,000.00 | 2,000.00 | 10,000.00 | 4,400.00 | 22,000.00 | 2,000.00 | 10,000.00 |
| 302-02-B-01 | class ii base course (150 mm thick)(soil cement) | 219,466.3 | sq m | 9.30 | 2,041,036.59 | 8.00 | 1,755,730.40 | 7.65 | 1,678,917.20 | 7.50 | 1,645,997.25 |
| 304-05 | lime treatiment (type e) | 1,657.64 | Mg | 220.00 | 364,680.80 | 110.00 | 182,340.40 | 270.00 | 447,562.80 | 200.00 | 331,528.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
420 | cu m | 80.00 | 33,600.00 | 125.00 | 52,500.00 | 40.00 | 16,800.00 | 70.00 | 29,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,000.0 | cu m | 80.00 | 320,000.00 | 75.00 | 300,000.00 | 53.00 | 212,000.00 | 95.00 | 380,000.00 |
| 510-01-B | pavement patching (300 mm thickness) | 1,354 | sq m | 185.00 | 250,490.00 | 110.00 | 148,940.00 | 110.00 | 148,940.00 | 220.00 | 297,880.00 |
| 701-01-F | cross drain pipe (375 mm rcp/pcp) | 649.1 | ln m | 110.00 | 71,401.00 | 175.00 | 113,592.50 | 185.00 | 120,083.50 | 154.00 | 99,961.40 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 25.5 | ln m | 150.00 | 3,825.00 | 225.00 | 5,737.50 | 260.00 | 6,630.00 | 230.00 | 5,865.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 201.7 | ln m | 210.00 | 42,357.00 | 275.00 | 55,467.50 | 305.00 | 61,518.50 | 260.00 | 52,442.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 205.1 | ln m | 255.00 | 52,300.50 | 350.00 | 71,785.00 | 365.00 | 74,861.50 | 372.00 | 76,297.20 |
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 130.5 | ln m | 315.00 | 41,107.50 | 450.00 | 58,725.00 | 495.00 | 64,597.50 | 490.00 | 63,945.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 143.4 | ln m | 390.00 | 55,926.00 | 575.00 | 82,455.00 | 560.00 | 80,304.00 | 560.00 | 80,304.00 |
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 30.0 | ln m | 300.00 | 9,000.00 | 375.00 | 11,250.00 | 400.00 | 12,000.00 | 380.00 | 11,400.00 |
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 806.5 | ln m | 355.00 | 286,307.50 | 475.00 | 383,087.50 | 510.00 | 411,315.00 | 472.00 | 380,668.00 |
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 229.0 | ln m | 425.00 | 97,325.00 | 625.00 | 143,125.00 | 660.00 | 151,140.00 | 570.00 | 130,530.00 |
| 701-02-I | cross drain pipe arch (1350 mm equiv. rcpa) | 121.0 | ln m | 500.00 | 60,500.00 | 700.00 | 84,700.00 | 760.00 | 91,960.00 | 710.00 | 85,910.00 |
| 701-05-G | side drain pipe (450 mm) | 329.5 | ln m | 115.00 | 37,892.50 | 125.00 | 41,187.50 | 160.00 | 52,720.00 | 152.00 | 50,084.00 |
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 35.0 | ln m | 125.00 | 4,375.00 | 150.00 | 5,250.00 | 160.00 | 5,600.00 | 138.00 | 4,830.00 |
| 701-05-I | side drain pipe (600 mm) | 345.0 | ln m | 155.00 | 53,475.00 | 175.00 | 60,375.00 | 200.00 | 69,000.00 | 180.00 | 62,100.00 |
| 701-05-K | side drain pipe (750 mm) | 75.5 | ln m | 190.00 | 14,345.00 | 275.00 | 20,762.50 | 300.00 | 22,650.00 | 255.00 | 19,252.50 |
| 701-05-M | side drain pipe (900 mm) | 62.5 | ln m | 255.00 | 15,937.50 | 350.00 | 21,875.00 | 310.00 | 19,375.00 | 355.00 | 22,187.50 |
| 701-05-N | side drain pipe (1050 mm) | 42.5 | ln m | 320.00 | 13,600.00 | 450.00 | 19,125.00 | 410.00 | 17,425.00 | 525.00 | 22,312.50 |
| 701-05-P | side drain pipe (1350 mm) | 39.0 | ln m | 435.00 | 16,965.00 | 650.00 | 25,350.00 | 510.00 | 19,890.00 | 665.00 | 25,935.00 |
| 701-15 | concrete collars | 4 | ea | 700.00 | 2,800.00 | 1,000.00 | 4,000.00 | 850.00 | 3,400.00 | 850.00 | 3,400.00 |
| 702-03-A | catch basins (cb-01m) | 32 | ea | 3,000.00 | 96,000.00 | 1,900.00 | 60,800.00 | 2,500.00 | 80,000.00 | 4,200.00 | 134,400.00 |
| 702-03-B | catch basins (cb-02m) | 6 | ea | 4,575.00 | 27,450.00 | 4,500.00 | 27,000.00 | 4,800.00 | 28,800.00 | 5,700.00 | 34,200.00 |
| 702-07-A | cross drain safety end (type 1) | 5 | each | 1,175.00 | 5,875.00 | 3,000.00 | 15,000.00 | 3,900.00 | 19,500.00 | 2,800.00 | 14,000.00 |
| 702-07-B | cross drain safety end (type 2) | 1 | each | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 8,200.00 | 8,200.00 | 4,200.00 | 4,200.00 |
| 702-08-A | side drain safety end (type 1) | 15 | each | 1,175.00 | 17,625.00 | 3,000.00 | 45,000.00 | 2,200.00 | 33,000.00 | 1,800.00 | 27,000.00 |
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 25.25 | ln m | 145.00 | 3,661.25 | 145.00 | 3,661.25 | 315.00 | 7,953.75 | 145.00 | 3,661.25 |
| 704-03 | blocked out guard rail | 218.82 | ln m | 65.00 | 14,223.30 | 65.00 | 14,223.30 | 6.00 | 1,312.92 | 65.00 | 14,223.30 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
3.82 | ln m | 175.00 | 668.50 | 175.00 | 668.50 | 300.00 | 1,146.00 | 175.00 | 668.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 155.00 | 2,362.20 | 155.00 | 2,362.20 | 185.00 | 2,819.40 | 155.00 | 2,362.20 |
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,250.00 | 4,500.00 | 2,250.00 | 4,500.00 | 2,100.00 | 4,200.00 | 2,250.00 | 4,500.00 |
| 704-11-B | guard rail end treatment (tangent) | 2 | ea | 2,750.00 | 5,500.00 | 2,750.00 | 5,500.00 | 2,500.00 | 5,000.00 | 2,750.00 | 5,500.00 |
| 705-01 | barbed wire fence | 2,053 | ln m | 16.00 | 32,848.00 | 16.40 | 33,669.20 | 17.50 | 35,927.50 | 20.00 | 41,060.00 |
| 705-02 | combination mesh & barbed wire fence | 3,540 | ln m | 19.00 | 67,260.00 | 17.40 | 61,596.00 | 18.50 | 65,490.00 | 23.00 | 81,420.00 |
| 705-04 | single swinging driveway gates | 15 | ea | 500.00 | 7,500.00 | 500.00 | 7,500.00 | 550.00 | 8,250.00 | 500.00 | 7,500.00 |
| 705-05 | double swinging driveway gates | 2 | dbgt | 1,000.00 | 2,000.00 | 750.00 | 1,500.00 | 800.00 | 1,600.00 | 1,000.00 | 2,000.00 |
| 705-06-A | chain link fence (1200 mm height) | 350 | ln m | 55.00 | 19,250.00 | 20.00 | 7,000.00 | 21.00 | 7,350.00 | 50.53 | 17,685.50 |
| 706-02-C | concrete drive (150 mm thick) | 1,164.4 | sq m | 63.00 | 73,357.20 | 70.00 | 81,508.00 | 75.00 | 87,330.00 | 52.00 | 60,548.80 |
| 706-03-C | incidental concrete paving (150 mm thickness) | 456.4 | sq m | 79.00 | 36,055.60 | 125.00 | 57,050.00 | 70.00 | 31,948.00 | 110.00 | 50,204.00 |
| 708-01 | right-of-way monument | 175 | ea | 140.00 | 24,500.00 | 210.00 | 36,750.00 | 140.00 | 24,500.00 | 100.00 | 17,500.00 |
| 708-02 | right-of-way monument witness post | 175 | ea | 50.00 | 8,750.00 | 160.00 | 28,000.00 | 50.00 | 8,750.00 | 50.00 | 8,750.00 |
| 712-04 | flexible revetment | 2,909 | sq m | 45.00 | 130,905.00 | 78.00 | 226,902.00 | 70.00 | 203,630.00 | 70.00 | 203,630.00 |
| 713-01 | temporary signs & barricades | lump | lump | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 80,000.00 | 80,000.00 |
| 713-02-A | temporary pavement markings (100 mm width) | 1,210 | ln m | 1.00 | 1,210.00 | 1.00 | 1,210.00 | 1.00 | 1,210.00 | 1.30 | 1,573.00 |
| 716-01-A | mulch (vegetative) | 58,240.0 | kg | 1.10 | 64,064.00 | 0.93 | 54,163.20 | 1.75 | 101,920.00 | 1.10 | 64,064.00 |
| 717-01 | seeding | 2,670 | kg | 16.50 | 44,055.00 | 8.00 | 21,360.00 | 16.00 | 42,720.00 | 16.50 | 44,055.00 |
| 718-01 | fertilizer | 62,800 | kg | 0.33 | 20,724.00 | 0.40 | 25,120.00 | 0.65 | 40,820.00 | 0.33 | 20,724.00 |
| 720-01-A | erosion control system, slope protection (type a) | 88,808 | sq m | 1.20 | 106,569.60 | 1.29 | 114,562.32 | 1.40 | 124,331.20 | 1.20 | 106,569.60 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 174 | sq m | 1.20 | 208.80 | 1.29 | 224.46 | 1.40 | 243.60 | 1.20 | 208.80 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 42,000.00 | 42,000.00 | 22,000.00 | 22,000.00 |
| 725-01 | temporary detour roads | 4,129.5 | sq m | 80.00 | 330,360.00 | 60.00 | 247,770.00 | 66.00 | 272,547.00 | 70.00 | 289,065.00 |
| 726-01 | bedding material | 1,546.1 | cu m | 100.00 | 154,610.00 | 75.00 | 115,957.50 | 110.00 | 170,071.00 | 72.00 | 111,319.20 |
| 727-01 | mobilization | lump | lump | 1,750,000.00 | 1,750,000.00 | 2,000,000.00 | 2,000,000.00 | 2,300,000.00 | 2,300,000.00 | 2,600,000.00 | 2,600,000.00 |
| 729-16-C | object marker assembly (type 3) | 6 | ea | 75.00 | 450.00 | 75.00 | 450.00 | 75.00 | 450.00 | 75.00 | 450.00 |
| 731-01 | nonreflectorized raised pavement markers | 440 | ea | 10.00 | 4,400.00 | 10.00 | 4,400.00 | 11.00 | 4,840.00 | 15.50 | 6,820.00 |
| 731-02 | reflectorized raised pavement markers | 4,310 | ea | 5.00 | 21,550.00 | 5.00 | 21,550.00 | 5.50 | 23,705.00 | 5.25 | 22,627.50 |
| 732-01-C | plastic pavement striping (200 mm width) | 818 | ln m | 3.30 | 2,699.40 | 3.30 | 2,699.40 | 3.50 | 2,863.00 | 2.95 | 2,413.10 |
| 732-01-E | plastic pavement striping (600 mm width) | 793 | ln m | 9.90 | 7,850.70 | 10.00 | 7,930.00 | 11.00 | 8,723.00 | 9.10 | 7,216.30 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 65.105 | km | 1,500.00 | 97,657.50 | 1,500.00 | 97,657.50 | 1,600.00 | 104,168.00 | 1,650.00 | 107,423.25 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 20 | ea | 150.00 | 3,000.00 | 150.00 | 3,000.00 | 165.00 | 3,300.00 | 195.00 | 3,900.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 20 | ea | 150.00 | 3,000.00 | 150.00 | 3,000.00 | 165.00 | 3,300.00 | 235.00 | 4,700.00 |
| 732-05 | removal of pavement markings | 11.749 | km | 3,700.00 | 43,471.30 | 3,700.00 | 43,471.30 | 4,000.00 | 46,996.00 | 3,550.00 | 41,708.95 |
| 735-01 | mailboxes | 20 | ea | 25.00 | 500.00 | 1.00 | 20.00 | 1.00 | 20.00 | 10.00 | 200.00 |
| 735-02 | mailbox supports (single) | 20 | ea | 140.00 | 2,800.00 | 180.00 | 3,600.00 | 180.00 | 3,600.00 | 180.00 | 3,600.00 |
| 740-01 | construction layout | lump | lump | 500,000.00 | 500,000.00 | 250,000.00 | 250,000.00 | 410,000.00 | 410,000.00 | 250,000.00 | 250,000.00 |
| 740-02 | utility oversight and coordination | lump | lump | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 80.0 | ln m | 175.00 | 14,000.00 | 200.00 | 16,000.00 | 185.00 | 14,800.00 | 180.00 | 14,400.00 |
| 804-01-F | precast concrete piles (600 mm) | 1,040.0 | ln m | 351.00 | 365,040.00 | 300.00 | 312,000.00 | 375.00 | 390,000.00 | 435.00 | 452,400.00 |
| 804-12 | loading permanent piles | 1 | ea | 7,800.00 | 7,800.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 67.20 | cu m | 1,250.00 | 84,000.00 | 1,500.00 | 100,800.00 | 1,650.00 | 110,880.00 | 1,430.00 | 96,096.00 |
| 805-01-F | class a concrete (bents) | 149.00 | cu m | 900.00 | 134,100.00 | 1,000.00 | 149,000.00 | 1,000.00 | 149,000.00 | 1,400.00 | 208,600.00 |
| 805-03 | class aa concrete | 428.08 | cu m | 850.00 | 363,868.00 | 1,100.00 | 470,888.00 | 925.00 | 395,974.00 | 1,100.00 | 470,888.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 742.50 | ln m | 300.00 | 222,750.00 | 275.00 | 204,187.50 | 325.00 | 241,312.50 | 300.00 | 222,750.00 |
| 805-11 | strip seal joints | 60.00 | ln m | 390.00 | 23,400.00 | 475.00 | 28,500.00 | 425.00 | 25,500.00 | 380.00 | 22,800.00 |
| 805-12-C | reinforced concrete box culverts (1800 mm x 900 mm) | 36.60 | ln m | 810.00 | 29,646.00 | 1,200.00 | 43,920.00 | 1,400.00 | 51,240.00 | 1,000.00 | 36,600.00 |
| 805-12-F | reinforced concrete box culverts (1500 mm x 1200 mm) | 94.80 | ln m | 727.00 | 68,919.60 | 1,100.00 | 104,280.00 | 1,300.00 | 123,240.00 | 700.00 | 66,360.00 |
| 805-12-G | reinforced concrete box culverts (1800 mm x 1200 mm) | 280.90 | ln m | 925.00 | 259,832.50 | 1,600.00 | 449,440.00 | 1,400.00 | 393,260.00 | 820.00 | 230,338.00 |
| 805-12-H | reinforced concrete box culverts (2100 mm x 1200 mm) | 111.00 | ln m | 1,080.00 | 119,880.00 | 1,800.00 | 199,800.00 | 1,500.00 | 166,500.00 | 925.00 | 102,675.00 |
| 806-01 | deformed reinforcing steel | 22,305 | kg | 2.00 | 44,610.00 | 1.75 | 39,033.75 | 2.25 | 50,186.25 | 2.90 | 64,684.50 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 59,586 | kg | 3.00 | 178,758.00 | 2.25 | 134,068.50 | 3.40 | 202,592.40 | 3.40 | 202,592.40 |
| 807-08 | structural metalwork | lump | lump | 3,215.00 | 3,215.00 | 35,000.00 | 35,000.00 | 17.00 | 17.00 | 14,000.00 | 14,000.00 |
| 810-01 | concrete railing (barrier) | 322.00 | ln m | 204.00 | 65,688.00 | 300.00 | 96,600.00 | 225.00 | 72,450.00 | 200.00 | 64,400.00 |
| 813-01 | concrete approach slabs | 288.00 | sq m | 215.00 | 61,920.00 | 145.00 | 41,760.00 | 235.00 | 67,680.00 | 240.00 | 69,120.00 |
| S-001 | rumble strips (ground-in) | 49.7 | km | 375.00 | 18,637.50 | 275.00 | 13,667.50 | 325.00 | 16,152.50 | 280.00 | 13,916.00 |
| SUBTOTAL GENERAL | 14,226,301.74 | 16,095,466.68 | 17,111,407.95 | 18,473,207.20 | |||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
20,353.8 | sq m | 14.00 | 284,953.20 | 12.50 | 254,422.50 | 16.35 | 332,784.63 | 0.00 | 0.00 |
| 302-02-C-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
11,517.5 | sq m | 21.50 | 247,626.25 | 20.00 | 230,350.00 | 23.00 | 264,902.50 | 0.00 | 0.00 |
| 302-02-D-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
12,428.5 | sq m | 24.00 | 298,284.00 | 22.00 | 273,427.00 | 28.00 | 347,998.00 | 0.00 | 0.00 |
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
202,314.2 | sq m | 11.00 | 2,225,456.20 | 9.50 | 1,921,984.90 | 11.25 | 2,276,034.75 | 0.00 | 0.00 |
| 302-02-H-01 | class ii base course (40 mm thick)(stone or recycled pccp) |
375.9 | sq m | 10.00 | 3,759.00 | 6.00 | 2,255.40 | 18.25 | 6,860.18 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 56,969.8 | Mg | 98.00 | 5,583,040.40 | 92.00 | 5,241,221.60 | 88.00 | 5,013,342.40 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
10,353.7 | Mg | 135.00 | 1,397,749.50 | 110.00 | 1,138,907.00 | 100.00 | 1,035,370.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 25.322 | km | 450.00 | 11,394.90 | 450.00 | 11,394.90 | 500.00 | 12,661.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 10,052,263.45 | 9,073,963.30 | 9,289,953.46 | ||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
34,767.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 17.25 | 599,734.20 |
| 302-02-C-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
1,490.7 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 29.00 | 43,230.30 |
| 302-02-D-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
20,720.5 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 28.50 | 590,534.25 |
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
189,935.8 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 11.75 | 2,231,745.65 |
| 302-02-I-01 | class ii base course (65 mm thick)(stone or recycled pccp) |
375.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 9.00 | 3,383.10 |
| 502-01 | superpave asphaltic concrete | 36,926.5 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 115.00 | 4,246,547.50 |
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
7,504.4 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 142.00 | 1,065,624.80 |
| 601-01-I | portland cement concrete pavement (225 mm thick) | 42,645.7 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 48.00 | 2,046,993.60 |
| 601-02-I | portland cement concrete pavement (225 mm thick) (crossovers & turnouts) |
6,063.7 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 75.00 | 454,777.50 |
| 601-04 | portland cement concrete coring | 80 | each | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 8,000.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 20.048 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 430.00 | 8,620.64 |
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (preformed marking tape (type v) |
5.274 | km | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 2,600.00 | 13,712.40 |
| SUBTOTAL ALT A2 | 11,312,903.94 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 24,278,565.19 | 25,169,429.98 | 26,401,361.41 | 29,786,111.14 | |||||||
| NUMBER OF DAYS BID AT $7,500 PER DAY. | 4,875,000.00 | 4,500,000.00 | 4,875,000.00 | 4,875,000.00 | |||||||
| LIFE CYCLE COST | 1,006,700.00 | 1,006,700.00 | 1,006,700.00 | 317,500.00 | |||||||
| TOTAL BID | 30,160,265.19 | 30,676,129.98 | 32,283,061.41 | 34,978,611.14 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 2,200,000.00 | 2,200,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 200,000.00 | 200,000.00 | ||||||
| 202-02-A-01 | removal of 2-span timber bridge (sta. 27+128.0) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-A-02 | removal of 2-span timber bridge (sta. 29+958.6) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-A-03 | removal of 2-span timber bridge (sta. 33+922.8) | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-B-01 | removal of 2 concrete box culverts (sta. 21+616.477; 2-900 mm x 900 mm) |
1 | ea | 4,500.00 | 4,500.00 | ||||||
| 202-02-B-02 | removal of concrete box culvert headwall (sta. 20+603) | 1 | ea | 2,500.00 | 2,500.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 17,571 | sq m | 8.00 | 140,568.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,260 | sq m | 8.00 | 10,080.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 23,250.5 | sq m | 6.00 | 139,503.00 | ||||||
| 202-02-H | removal of guard rail | 310 | ln m | 35.00 | 10,850.00 | ||||||
| 202-02-01 | removal of 10.4 m x 11.6 m wood frame residence (rt. of sta. 22+133) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-02 | removal of 9.3 m x 12.3 m wood frame residence (lt. of sta. 22+691) (contains transite asbestos siding) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-03 | removal of 17.8 m x 8.5 m wood frame residence (rt. of sta. 22+950) (cont. friable & transite asbestos siding) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-04 | removal of 32.8 m x 12.2 m abandoned gas station (lt. of sta. 23+412) (contains transite asbestos siding) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-05 | removal of 10.5 m x 8.5 m building (lt. of sta. 23+702) (contains transite asbestos siding) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-06 | removal of 19.9 m x 14.6 m wood frame residence (rt. of sta. 23+870) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-07 | removal of 8.1 m x 12.6 m building (lt. of sta. 23+930) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-08 | removal of 8.6 m x 20.3 m wood frame residence with no slab (lt. of sta. 24+185)(contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-09 | removal of 5.4 m x 5.7 m wood shed with no slab (lt. of sta. 24+193) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-10 | removal of 15.4 m x 20.6 m wood frame residence with no slab (lt. of sta. 27+986)(contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-02-11 | removal of 18.3 m x 11.7 m brick residence on slab (lt. of sta. 31+000) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | ||||||
| 202-07 | plugging existing water wells | 18 | each | 3,000.00 | 54,000.00 | ||||||
| 203-01 | general excavation | 380,276 | cu m | 8.00 | 3,042,208.00 | ||||||
| 203-03 | embankment | 301,936 | cu m | 17.00 | 5,132,912.00 | ||||||
| 203-04-A | nonplastic embankment (stone) | 1,923 | cu m | 200.00 | 384,600.00 | ||||||
| 204-02 | temporary hay or straw bales | 217 | ea | 25.00 | 5,425.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 109 | ea | 170.00 | 18,530.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 106 | ea | 650.00 | 68,900.00 | ||||||
| 204-06 | temporary silt fencing | 22,001 | ln m | 3.50 | 77,003.50 | ||||||
| 204-07 | temporary stone construction entrance | 5 | ea | 3,000.00 | 15,000.00 | ||||||
| 302-02-B-01 | class ii base course (150 mm thick)(soil cement) | 219,466.3 | sq m | 13.00 | 2,853,061.90 | ||||||
| 304-05 | lime treatiment (type e) | 1,657.64 | Mg | 350.00 | 580,174.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
420 | cu m | 180.00 | 75,600.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,000.0 | cu m | 75.00 | 300,000.00 | ||||||
| 510-01-B | pavement patching (300 mm thickness) | 1,354 | sq m | 250.00 | 338,500.00 | ||||||
| 701-01-F | cross drain pipe (375 mm rcp/pcp) | 649.1 | ln m | 200.00 | 129,820.00 | ||||||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 25.5 | ln m | 260.00 | 6,630.00 | ||||||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 201.7 | ln m | 300.00 | 60,510.00 | ||||||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 205.1 | ln m | 320.00 | 65,632.00 | ||||||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 130.5 | ln m | 450.00 | 58,725.00 | ||||||
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 143.4 | ln m | 460.00 | 65,964.00 | ||||||
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 30.0 | ln m | 600.00 | 18,000.00 | ||||||
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 806.5 | ln m | 500.00 | 403,250.00 | ||||||
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 229.0 | ln m | 800.00 | 183,200.00 | ||||||
| 701-02-I | cross drain pipe arch (1350 mm equiv. rcpa) | 121.0 | ln m | 810.00 | 98,010.00 | ||||||
| 701-05-G | side drain pipe (450 mm) | 329.5 | ln m | 200.00 | 65,900.00 | ||||||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 35.0 | ln m | 300.00 | 10,500.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 345.0 | ln m | 250.00 | 86,250.00 | ||||||
| 701-05-K | side drain pipe (750 mm) | 75.5 | ln m | 320.00 | 24,160.00 | ||||||
| 701-05-M | side drain pipe (900 mm) | 62.5 | ln m | 450.00 | 28,125.00 | ||||||
| 701-05-N | side drain pipe (1050 mm) | 42.5 | ln m | 500.00 | 21,250.00 | ||||||
| 701-05-P | side drain pipe (1350 mm) | 39.0 | ln m | 900.00 | 35,100.00 | ||||||
| 701-15 | concrete collars | 4 | ea | 1,000.00 | 4,000.00 | ||||||
| 702-03-A | catch basins (cb-01m) | 32 | ea | 3,000.00 | 96,000.00 | ||||||
| 702-03-B | catch basins (cb-02m) | 6 | ea | 4,000.00 | 24,000.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 5 | each | 4,500.00 | 22,500.00 | ||||||
| 702-07-B | cross drain safety end (type 2) | 1 | each | 4,500.00 | 4,500.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 15 | each | 4,000.00 | 60,000.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 25.25 | ln m | 400.00 | 10,100.00 | ||||||
| 704-03 | blocked out guard rail | 218.82 | ln m | 75.00 | 16,411.50 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
3.82 | ln m | 350.00 | 1,337.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 200.00 | 3,048.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,800.00 | 5,600.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 2 | ea | 3,500.00 | 7,000.00 | ||||||
| 705-01 | barbed wire fence | 2,053 | ln m | 20.00 | 41,060.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 3,540 | ln m | 21.00 | 74,340.00 | ||||||
| 705-04 | single swinging driveway gates | 15 | ea | 700.00 | 10,500.00 | ||||||
| 705-05 | double swinging driveway gates | 2 | dbgt | 1,000.00 | 2,000.00 | ||||||
| 705-06-A | chain link fence (1200 mm height) | 350 | ln m | 25.00 | 8,750.00 | ||||||
| 706-02-C | concrete drive (150 mm thick) | 1,164.4 | sq m | 75.00 | 87,330.00 | ||||||
| 706-03-C | incidental concrete paving (150 mm thickness) | 456.4 | sq m | 100.00 | 45,640.00 | ||||||
| 708-01 | right-of-way monument | 175 | ea | 350.00 | 61,250.00 | ||||||
| 708-02 | right-of-way monument witness post | 175 | ea | 350.00 | 61,250.00 | ||||||
| 712-04 | flexible revetment | 2,909 | sq m | 65.00 | 189,085.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 1,000,000.00 | 1,000,000.00 | ||||||
| 713-02-A | temporary pavement markings (100 mm width) | 1,210 | ln m | 1.80 | 2,178.00 | ||||||
| 716-01-A | mulch (vegetative) | 58,240.0 | kg | 2.20 | 128,128.00 | ||||||
| 717-01 | seeding | 2,670 | kg | 20.00 | 53,400.00 | ||||||
| 718-01 | fertilizer | 62,800 | kg | 0.75 | 47,100.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 88,808 | sq m | 1.50 | 133,212.00 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 174 | sq m | 1.50 | 261.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 100,000.00 | 100,000.00 | ||||||
| 725-01 | temporary detour roads | 4,129.5 | sq m | 70.00 | 289,065.00 | ||||||
| 726-01 | bedding material | 1,546.1 | cu m | 150.00 | 231,915.00 | ||||||
| 727-01 | mobilization | lump | lump | 3,900,000.00 | 3,900,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 6 | ea | 90.00 | 540.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 440 | ea | 20.00 | 8,800.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 4,310 | ea | 6.00 | 25,860.00 | ||||||
| 732-01-C | plastic pavement striping (200 mm width) | 818 | ln m | 4.00 | 3,272.00 | ||||||
| 732-01-E | plastic pavement striping (600 mm width) | 793 | ln m | 12.00 | 9,516.00 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 65.105 | km | 2,100.00 | 136,720.50 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 20 | ea | 250.00 | 5,000.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 20 | ea | 330.00 | 6,600.00 | ||||||
| 732-05 | removal of pavement markings | 11.749 | km | 4,500.00 | 52,870.50 | ||||||
| 735-01 | mailboxes | 20 | ea | 5.00 | 100.00 | ||||||
| 735-02 | mailbox supports (single) | 20 | ea | 200.00 | 4,000.00 | ||||||
| 740-01 | construction layout | lump | lump | 800,000.00 | 800,000.00 | ||||||
| 740-02 | utility oversight and coordination | lump | lump | 20,000.00 | 20,000.00 | ||||||
| 804-01-B | precast concrete piles (350 mm) | 80.0 | ln m | 180.00 | 14,400.00 | ||||||
| 804-01-F | precast concrete piles (600 mm) | 1,040.0 | ln m | 280.00 | 291,200.00 | ||||||
| 804-12 | loading permanent piles | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 67.20 | cu m | 1,600.00 | 107,520.00 | ||||||
| 805-01-F | class a concrete (bents) | 149.00 | cu m | 2,000.00 | 298,000.00 | ||||||
| 805-03 | class aa concrete | 428.08 | cu m | 2,000.00 | 856,160.00 | ||||||
| 805-08-B | precast-prestressed concrete girders (type ii) | 742.50 | ln m | 920.00 | 683,100.00 | ||||||
| 805-11 | strip seal joints | 60.00 | ln m | 500.00 | 30,000.00 | ||||||
| 805-12-C | reinforced concrete box culverts (1800 mm x 900 mm) | 36.60 | ln m | 1,700.00 | 62,220.00 | ||||||
| 805-12-F | reinforced concrete box culverts (1500 mm x 1200 mm) | 94.80 | ln m | 1,400.00 | 132,720.00 | ||||||
| 805-12-G | reinforced concrete box culverts (1800 mm x 1200 mm) | 280.90 | ln m | 1,450.00 | 407,305.00 | ||||||
| 805-12-H | reinforced concrete box culverts (2100 mm x 1200 mm) | 111.00 | ln m | 1,900.00 | 210,900.00 | ||||||
| 806-01 | deformed reinforcing steel | 22,305 | kg | 2.50 | 55,762.50 | ||||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 59,586 | kg | 3.00 | 178,758.00 | ||||||
| 807-08 | structural metalwork | lump | lump | 25,000.00 | 25,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 322.00 | ln m | 250.00 | 80,500.00 | ||||||
| 813-01 | concrete approach slabs | 288.00 | sq m | 200.00 | 57,600.00 | ||||||
| S-001 | rumble strips (ground-in) | 49.7 | km | 700.00 | 34,790.00 | ||||||
| SUBTOTAL GENERAL | 28,408,116.40 | ||||||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
20,353.8 | sq m | 20.00 | 407,076.00 | ||||||
| 302-02-C-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
11,517.5 | sq m | 25.00 | 287,937.50 | ||||||
| 302-02-D-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
12,428.5 | sq m | 35.00 | 434,997.50 | ||||||
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
202,314.2 | sq m | 15.00 | 3,034,713.00 | ||||||
| 302-02-H-01 | class ii base course (40 mm thick)(stone or recycled pccp) |
375.9 | sq m | 14.00 | 5,262.60 | ||||||
| 502-01 | superpave asphaltic concrete | 56,969.8 | Mg | 99.00 | 5,640,010.20 | ||||||
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
10,353.7 | Mg | 150.00 | 1,553,055.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 25.322 | km | 500.00 | 12,661.00 | ||||||
| SUBTOTAL ALT A1 | 11,375,712.80 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 302-02-A-01 | class ii base course (125 mm thick)(stone or recycled pccp) |
34,767.2 | sq m | 0.00 | 0.00 | ||||||
| 302-02-C-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
1,490.7 | sq m | 0.00 | 0.00 | ||||||
| 302-02-D-01 | class ii base course (225 mm thick)(stone or recycled pccp) |
20,720.5 | sq m | 0.00 | 0.00 | ||||||
| 302-02-G-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
189,935.8 | sq m | 0.00 | 0.00 | ||||||
| 302-02-I-01 | class ii base course (65 mm thick)(stone or recycled pccp) |
375.9 | sq m | 0.00 | 0.00 | ||||||
| 502-01 | superpave asphaltic concrete | 36,926.5 | Mg | 0.00 | 0.00 | ||||||
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
7,504.4 | Mg | 0.00 | 0.00 | ||||||
| 601-01-I | portland cement concrete pavement (225 mm thick) | 42,645.7 | sq m | 0.00 | 0.00 | ||||||
| 601-02-I | portland cement concrete pavement (225 mm thick) (crossovers & turnouts) |
6,063.7 | sq m | 0.00 | 0.00 | ||||||
| 601-04 | portland cement concrete coring | 80 | each | 0.00 | 0.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 20.048 | km | 0.00 | 0.00 | ||||||
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (preformed marking tape (type v) |
5.274 | km | 0.00 | 0.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 39,783,829.20 | ||||||||||
| NUMBER OF DAYS BID AT $7,500 PER DAY. | 4,875,000.00 | ||||||||||
| LIFE CYCLE COST | 1,006,700.00 | ||||||||||
| TOTAL BID | 45,665,529.20 | ||||||||||