| |||
| Lead Project: 023-06-0044 | |||
| Parish: JACKSON | |||
| Routes: US 167 | |||
| Description: QUITMAN - LINCOLN PARISH LINE | |||
| Type Const:
grading, drainage structures, lime trmt, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges and related work. | |||
| Estimated Construction Cost: $18,932,503.05 | |||
| Maximum Number of Days Allowed for Construction: 725 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $17,736,064.03 | 600 | $18,336,064.03 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $17,883,928.38 | 725 | $18,608,928.38 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $19,425,828.14 | 725 | $20,150,828.14 |
| 4 | 05789 | D & J CONSTRUCTION CO., INC. | $19,923,468.47 | 700 | $20,623,468.47 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - D & J CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 700,000.00 | 700,000.00 | 300,000.00 | 300,000.00 | 750,000.00 | 750,000.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 60,000.00 | 60,000.00 | 45,000.00 | 45,000.00 | 72,000.00 | 72,000.00 | 25,000.00 | 25,000.00 |
| 202-02-B | removal of concrete box culvert (sta. 22+775) | 1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 1,720.00 | 1,720.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 5,804.5 | sq m | 4.00 | 23,218.00 | 7.50 | 43,533.75 | 8.00 | 46,436.00 | 7.00 | 40,631.50 |
| 202-02-H | removal of guard rail | 993 | ln m | 6.50 | 6,454.50 | 15.00 | 14,895.00 | 6.50 | 6,454.50 | 13.00 | 12,909.00 |
| 202-02-I | removal of 3785 l underground storage tank | 1 | each | 7,000.00 | 7,000.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-01 | removal of 6.083 m x 18.248 m cinder block building (rt. of sta. 30+115) |
1 | each | 1.00 | 1.00 | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 202-02-02 | removal of 6.083 m x 12.165 m brick milking parlor (rt. of sta. 30+475) |
1 | each | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 9.124 m x 12.165 m wood frame barn (rt. of sta. 30+490) |
1 | each | 1.00 | 1.00 | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 202-02-04 | removal of 10.036 m x 10.949 m wood frame residence (rt. of sta. 30+537) |
1 | each | 1.00 | 1.00 | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 9.124 m x 9.124 m wood frame residence (rt. of sta. 30+570) (contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 202-05 | excavation, disposal and backfilling of contaminated soil |
100 | cu m | 200.00 | 20,000.00 | 300.00 | 30,000.00 | 200.00 | 20,000.00 | 100.00 | 10,000.00 |
| 202-06 | removal and disposal of contaminated fluid | 3,785 | l | 0.30 | 1,135.50 | 1.00 | 3,785.00 | 0.45 | 1,703.25 | 0.60 | 2,271.00 |
| 203-01 | general excavation | 104,143 | cu m | 3.00 | 312,429.00 | 4.50 | 468,643.50 | 7.00 | 729,001.00 | 5.50 | 572,786.50 |
| 203-02 | drainage excavation | 4,142 | cu m | 10.00 | 41,420.00 | 9.50 | 39,349.00 | 15.00 | 62,130.00 | 10.00 | 41,420.00 |
| 203-03 | muck excavation | 2,243 | cu m | 11.00 | 24,673.00 | 18.00 | 40,374.00 | 15.00 | 33,645.00 | 10.00 | 22,430.00 |
| 203-04 | embankment | 296,834 | cu m | 9.20 | 2,730,872.80 | 10.00 | 2,968,340.00 | 9.00 | 2,671,506.00 | 12.00 | 3,562,008.00 |
| 204-02 | temporary hay or straw bales | 217 | ea | 7.00 | 1,519.00 | 16.00 | 3,472.00 | 6.50 | 1,410.50 | 8.00 | 1,736.00 |
| 204-03 | temporary slope drains | 598 | ln m | 35.00 | 20,930.00 | 50.00 | 29,900.00 | 20.00 | 11,960.00 | 10.00 | 5,980.00 |
| 204-05-A | temporary sediment check dams (hay) | 186 | ea | 90.00 | 16,740.00 | 150.00 | 27,900.00 | 85.00 | 15,810.00 | 110.00 | 20,460.00 |
| 204-05-B | temporary sediment check dams (stone) | 22 | ea | 600.00 | 13,200.00 | 750.00 | 16,500.00 | 500.00 | 11,000.00 | 255.00 | 5,610.00 |
| 204-06 | temporary silt fencing | 18,000 | ln m | 3.50 | 63,000.00 | 5.50 | 99,000.00 | 7.25 | 130,500.00 | 5.50 | 99,000.00 |
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pcc) |
33,837.5 | sq m | 25.00 | 845,937.50 | 28.00 | 947,450.00 | 27.00 | 913,612.50 | 31.00 | 1,048,962.50 |
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pcc) |
103,726.0 | sq m | 12.00 | 1,244,712.00 | 14.00 | 1,452,164.00 | 11.00 | 1,140,986.00 | 12.00 | 1,244,712.00 |
| 304-01 | lime | 622.00 | Mg | 100.00 | 62,200.00 | 150.00 | 93,300.00 | 115.00 | 71,530.00 | 140.00 | 87,080.00 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 40,423 | sq m | 1.50 | 60,634.50 | 1.50 | 60,634.50 | 1.60 | 64,676.80 | 1.80 | 72,761.40 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
81 | cu m | 75.00 | 6,075.00 | 80.00 | 6,480.00 | 85.00 | 6,885.00 | 35.00 | 2,835.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 750.0 | cu m | 75.00 | 56,250.00 | 65.00 | 48,750.00 | 75.00 | 56,250.00 | 110.00 | 82,500.00 |
| 701-01-F | cross drain pipe (375 mm rcp/pcp) | 250.9 | ln m | 150.00 | 37,635.00 | 200.00 | 50,180.00 | 130.00 | 32,617.00 | 150.00 | 37,635.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 87.3 | ln m | 200.00 | 17,460.00 | 250.00 | 21,825.00 | 170.00 | 14,841.00 | 275.00 | 24,007.50 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 288.1 | ln m | 250.00 | 72,025.00 | 275.00 | 79,227.50 | 220.00 | 63,382.00 | 350.00 | 100,835.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 103.8 | ln m | 280.00 | 29,064.00 | 335.00 | 34,773.00 | 300.00 | 31,140.00 | 500.00 | 51,900.00 |
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 141.4 | ln m | 420.00 | 59,388.00 | 565.00 | 79,891.00 | 350.00 | 49,490.00 | 475.00 | 67,165.00 |
| 701-05-G | side drain pipe (450 mm rcp) | 64.0 | ln m | 160.00 | 10,240.00 | 200.00 | 12,800.00 | 130.00 | 8,320.00 | 150.00 | 9,600.00 |
| 701-05-I | side drain pipe (600 mm rcp) | 286.8 | ln m | 180.00 | 51,624.00 | 250.00 | 71,700.00 | 160.00 | 45,888.00 | 185.00 | 53,058.00 |
| 701-05-I-01 | side drain pipe (600 mm)(outfall) | 173.0 | ln m | 180.00 | 31,140.00 | 260.00 | 44,980.00 | 300.00 | 51,900.00 | 185.00 | 32,005.00 |
| 701-14-A | cleaning existing pipes/r.c. boxes | 593.4 | ln m | 35.00 | 20,769.00 | 65.00 | 38,571.00 | 40.00 | 23,736.00 | 40.00 | 23,736.00 |
| 701-15 | concrete collar | 10 | ea | 600.00 | 6,000.00 | 1,000.00 | 10,000.00 | 750.00 | 7,500.00 | 500.00 | 5,000.00 |
| 702-02-F | manholes (mh-01) | 14 | ea | 3,000.00 | 42,000.00 | 3,500.00 | 49,000.00 | 3,000.00 | 42,000.00 | 3,000.00 | 42,000.00 |
| 702-03-A | catch basins (cb-01) | 15 | ea | 2,400.00 | 36,000.00 | 4,500.00 | 67,500.00 | 2,200.00 | 33,000.00 | 2,500.00 | 37,500.00 |
| 702-03-B | catch basins (cb-02) | 6 | ea | 3,000.00 | 18,000.00 | 5,000.00 | 30,000.00 | 3,200.00 | 19,200.00 | 4,000.00 | 24,000.00 |
| 702-07-A | cross drain safety end (type 1) | 7 | ea | 2,000.00 | 14,000.00 | 3,000.00 | 21,000.00 | 3,500.00 | 24,500.00 | 1,000.00 | 7,000.00 |
| 702-08-A | side drain safety end (type 1) | 26 | ea | 1,300.00 | 33,800.00 | 2,500.00 | 65,000.00 | 1,500.00 | 39,000.00 | 1,000.00 | 26,000.00 |
| 704-03 | blocked out guard rail | 419.10 | ln m | 53.00 | 22,212.30 | 62.00 | 25,984.20 | 53.00 | 22,212.30 | 55.00 | 23,050.50 |
| 704-08-A | guard rail transitions (single thrie beam) | 60.96 | ln m | 120.00 | 7,315.20 | 135.00 | 8,229.60 | 115.00 | 7,010.40 | 125.00 | 7,620.00 |
| 704-11-A | guard rail end treatment (flared) | 12 | ea | 1,800.00 | 21,600.00 | 2,000.00 | 24,000.00 | 1,750.00 | 21,000.00 | 1,850.00 | 22,200.00 |
| 705-02 | combination mesh & barbed wire fence | 770 | ln m | 18.00 | 13,860.00 | 18.00 | 13,860.00 | 16.00 | 12,320.00 | 22.00 | 16,940.00 |
| 705-04 | single swinging driveway gates | 3 | ea | 600.00 | 1,800.00 | 1,500.00 | 4,500.00 | 800.00 | 2,400.00 | 600.00 | 1,800.00 |
| 708-01 | right-of-way monument | 54 | ea | 120.00 | 6,480.00 | 300.00 | 16,200.00 | 130.00 | 7,020.00 | 200.00 | 10,800.00 |
| 708-02 | right-of-way monument witness post | 54 | ea | 120.00 | 6,480.00 | 300.00 | 16,200.00 | 50.00 | 2,700.00 | 100.00 | 5,400.00 |
| 711-01-D | riprap (25 kg, 460 mm thick) | 3,555 | sq m | 65.00 | 231,075.00 | 59.00 | 209,745.00 | 67.00 | 238,185.00 | 50.00 | 177,750.00 |
| 711-04 | geotextile fabric | 3,555 | sq m | 2.00 | 7,110.00 | 3.00 | 10,665.00 | 2.50 | 8,887.50 | 2.00 | 7,110.00 |
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 | 92,675.00 | 92,675.00 | 350,000.00 | 350,000.00 |
| 713-04-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
0.659 | km | 800.00 | 527.20 | 600.00 | 395.40 | 295.90 | 195.00 | 300.00 | 197.70 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 13.180 | km | 300.00 | 3,954.00 | 600.00 | 7,908.00 | 497.00 | 6,550.46 | 525.00 | 6,919.50 |
| 716-01-A | mulch (vegetative) | 72.2 | hctr | 1,300.00 | 93,860.00 | 1,700.00 | 122,740.00 | 1,295.00 | 93,499.00 | 1,550.00 | 111,910.00 |
| 717-01 | seeding | 2,429 | kg | 14.00 | 34,006.00 | 18.00 | 43,722.00 | 13.95 | 33,884.55 | 15.00 | 36,435.00 |
| 718-01 | fertilizer | 82,886 | kg | 0.50 | 41,443.00 | 0.90 | 74,597.40 | 0.49 | 40,614.14 | 1.00 | 82,886.00 |
| 718-02 | agricultural lime | 325.2 | Mg | 100.00 | 32,520.00 | 40.00 | 13,008.00 | 85.00 | 27,642.00 | 60.00 | 19,512.00 |
| 720-01-A | erosion control system, slope protection (type a) | 53,836 | sq m | 1.30 | 69,986.80 | 1.40 | 75,370.40 | 1.25 | 67,295.00 | 1.30 | 69,986.80 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 6,324 | sq m | 1.30 | 8,221.20 | 1.60 | 10,118.40 | 1.25 | 7,905.00 | 1.30 | 8,221.20 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 2,691 | sq m | 1.30 | 3,498.30 | 1.60 | 4,305.60 | 1.25 | 3,363.75 | 1.35 | 3,632.85 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 20,000.00 | 20,000.00 | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 | 18,500.00 | 18,500.00 |
| 725-02 | temporary detour roads | 1,420.0 | sq m | 75.00 | 106,500.00 | 58.00 | 82,360.00 | 75.00 | 106,500.00 | 50.00 | 71,000.00 |
| 726-01 | bedding material | 864.0 | cu m | 75.00 | 64,800.00 | 90.00 | 77,760.00 | 60.00 | 51,840.00 | 125.00 | 108,000.00 |
| 727-01 | mobilization | lump | lump | 1,700,000.00 | 1,700,000.00 | 1,700,000.00 | 1,700,000.00 | 1,850,000.00 | 1,850,000.00 | 800,000.00 | 800,000.00 |
| 728-01-A | jacked or bored pipe (750 mm rcp)(class iv, wall b or c) |
46.0 | ln m | 1,600.00 | 73,600.00 | 1,800.00 | 82,800.00 | 1,645.00 | 75,670.00 | 1,600.00 | 73,600.00 |
| 728-01-B | jacked or bored pipe (900 mm rcp)(class iv, wall b or c) |
34.4 | ln m | 2,000.00 | 68,800.00 | 2,500.00 | 86,000.00 | 2,200.00 | 75,680.00 | 2,200.00 | 75,680.00 |
| 728-01-C | jacked or bored pipe (1050 mm rcp)(class iv, wall b or c) |
42.0 | ln m | 2,500.00 | 105,000.00 | 2,800.00 | 117,600.00 | 2,515.00 | 105,630.00 | 2,500.00 | 105,000.00 |
| 729-16-C | object marker assembly (type 3) | 7 | ea | 70.00 | 490.00 | 75.00 | 525.00 | 70.00 | 490.00 | 76.00 | 532.00 |
| 731-02 | reflectorized raised pavement markers | 2,211 | ea | 4.50 | 9,949.50 | 6.00 | 13,266.00 | 5.40 | 11,939.40 | 6.00 | 13,266.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 220 | ln m | 2.40 | 528.00 | 0.60 | 132.00 | 0.55 | 121.00 | 12.50 | 2,750.00 |
| 732-02-A | plast pvmt striping(solid line)(100mm width) | 40.739 | km | 1,200.00 | 48,886.80 | 1,600.00 | 65,182.40 | 1,495.00 | 60,904.81 | 1,800.00 | 73,330.20 |
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.229 | km | 2,600.00 | 595.40 | 3,200.00 | 732.80 | 2,950.00 | 675.55 | 7,000.00 | 1,603.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 14 | ea | 150.00 | 2,100.00 | 200.00 | 2,800.00 | 155.00 | 2,170.00 | 300.00 | 4,200.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 150.00 | 1,050.00 | 200.00 | 1,400.00 | 165.00 | 1,155.00 | 300.00 | 2,100.00 |
| 732-05 | removal of existing markings | 28.615 | km | 2,000.00 | 57,230.00 | 3,800.00 | 108,737.00 | 3,540.00 | 101,297.10 | 750.00 | 21,461.25 |
| 735-01 | mailboxes | 1 | ea | 1.00 | 1.00 | 25.00 | 25.00 | 10.00 | 10.00 | 15.00 | 15.00 |
| 735-02 | mailbox supports (single) | 1 | ea | 300.00 | 300.00 | 200.00 | 200.00 | 130.00 | 130.00 | 150.00 | 150.00 |
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 175,000.00 | 175,000.00 | 350,000.00 | 350,000.00 |
| 744-01 | traffic control management | lump | lump | 20,000.00 | 20,000.00 | 36,000.00 | 36,000.00 | 10,000.00 | 10,000.00 | 200,000.00 | 200,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 1,190.0 | ln m | 150.00 | 178,500.00 | 160.00 | 190,400.00 | 255.00 | 303,450.00 | 150.00 | 178,500.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 124.95 | cu m | 1,000.00 | 124,950.00 | 900.00 | 112,455.00 | 1,150.00 | 143,692.50 | 1,000.00 | 124,950.00 |
| 805-01-F | class a concrete (bents) | 86.80 | cu m | 1,000.00 | 86,800.00 | 1,000.00 | 86,800.00 | 1,200.00 | 104,160.00 | 750.00 | 65,100.00 |
| 805-03 | class aa concrete | 357.12 | cu m | 500.00 | 178,560.00 | 675.00 | 241,056.00 | 567.00 | 202,487.04 | 600.00 | 214,272.00 |
| 805-12-A | reinforced concrete box culverts (1200 mm x 900 mm) | 150.30 | ln m | 800.00 | 120,240.00 | 950.00 | 142,785.00 | 900.00 | 135,270.00 | 2,500.00 | 375,750.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 153.20 | ln m | 840.00 | 128,688.00 | 900.00 | 137,880.00 | 950.00 | 145,540.00 | 2,500.00 | 383,000.00 |
| 805-12-F | reinforced concrete box culverts (1500 mm x 1200 mm) | 406.80 | ln m | 900.00 | 366,120.00 | 1,150.00 | 467,820.00 | 1,100.00 | 447,480.00 | 2,400.00 | 976,320.00 |
| 805-12-G | reinforced concrete box culverts (1800 mm x 1200 mm) | 70.50 | ln m | 1,200.00 | 84,600.00 | 1,500.00 | 105,750.00 | 1,350.00 | 95,175.00 | 2,500.00 | 176,250.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 181.40 | ln m | 1,100.00 | 199,540.00 | 1,225.00 | 222,215.00 | 1,250.00 | 226,750.00 | 2,400.00 | 435,360.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 235.30 | ln m | 1,200.00 | 282,360.00 | 1,450.00 | 341,185.00 | 1,500.00 | 352,950.00 | 2,500.00 | 588,250.00 |
| 805-12-O | reinforced concrete box culverts (2400 mm x 1800 mm) | 162.20 | ln m | 1,400.00 | 227,080.00 | 1,850.00 | 300,070.00 | 1,900.00 | 308,180.00 | 2,750.00 | 446,050.00 |
| 806-01 | deformed reinforcing steel | 17,223 | kg | 1.70 | 29,279.10 | 1.60 | 27,556.80 | 1.50 | 25,834.50 | 2.00 | 34,446.00 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 35,316 | kg | 2.00 | 70,632.00 | 1.75 | 61,803.00 | 1.80 | 63,568.80 | 2.25 | 79,461.00 |
| 810-01 | concrete railing (barrier) | 144.00 | ln m | 150.00 | 21,600.00 | 200.00 | 28,800.00 | 280.00 | 40,320.00 | 165.00 | 23,760.00 |
| 813-01 | concrete approach slabs | 648.00 | sq m | 170.00 | 110,160.00 | 175.00 | 113,400.00 | 165.00 | 106,920.00 | 200.00 | 129,600.00 |
| S-001 | rumble strips (ground-in) | 19.5 | km | 700.00 | 13,650.00 | 400.00 | 7,800.00 | 330.00 | 6,435.00 | 700.00 | 13,650.00 |
| S-002 | removal of s. p. no. 023-06-0047 - transition road | lump | lump | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| S-101 | retroreflective sheeting panels | lump | lump | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | 800.00 | 800.00 | 5,000.00 | 5,000.00 |
| S-102 | slotted drain (750 mm) | lump | lump | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | 125,000.00 | 125,000.00 |
| SUBTOTAL GENERAL | 12,266,089.60 | 13,607,263.25 | 13,494,315.35 | 15,320,817.40 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-G-01 | class ii base course (200 mm thick)(soil cement-includes 50 mm thick selected soils) |
103,726.0 | sq m | 0.00 | 0.00 | 12.00 | 1,244,712.00 | 0.00 | 0.00 | 15.00 | 1,555,890.00 |
| 502-01 | superpave asphaltic concrete | 31,533.3 | Mg | 0.00 | 0.00 | 75.00 | 2,364,997.50 | 0.00 | 0.00 | 73.25 | 2,309,814.22 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
6,542.8 | Mg | 0.00 | 0.00 | 100.00 | 654,280.00 | 0.00 | 0.00 | 110.00 | 719,708.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 20.281 | km | 0.00 | 0.00 | 625.00 | 12,675.63 | 0.00 | 0.00 | 850.00 | 17,238.85 |
| SUBTOTAL ALT A1 | 4,276,665.13 | 4,602,651.07 | |||||||||
| ALTERNATE A2 | |||||||||||
| 302-02-G-01 | class ii base course (200 mm thick)(soil cement-includes 50 mm thick selected soils) |
3,002.3 | sq m | 12.00 | 36,027.60 | 0.00 | 0.00 | 10.50 | 31,524.15 | 0.00 | 0.00 |
| 302-02-G-02 | class ii base course (200 mm thick)(soil cement) | 100,723.7 | sq m | 9.50 | 956,875.15 | 0.00 | 0.00 | 10.00 | 1,007,237.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 4,083.7 | Mg | 110.00 | 449,207.00 | 0.00 | 0.00 | 110.00 | 449,207.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
706.5 | Mg | 250.00 | 176,625.00 | 0.00 | 0.00 | 250.00 | 176,625.00 | 0.00 | 0.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 77,871.1 | sq m | 39.00 | 3,036,972.90 | 0.00 | 0.00 | 42.00 | 3,270,586.20 | 0.00 | 0.00 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
16,517.6 | sq m | 46.80 | 773,023.68 | 0.00 | 0.00 | 58.00 | 958,020.80 | 0.00 | 0.00 |
| 601-04 | portland cement concrete pavement coring | 150 | ea | 100.00 | 15,000.00 | 0.00 | 0.00 | 85.00 | 12,750.00 | 0.00 | 0.00 |
| 732-03-A | plastic pvmt striping(broken line)(100 mm width) | 10.898 | km | 600.00 | 6,538.80 | 0.00 | 0.00 | 572.00 | 6,233.66 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100 mm width) (preformed marking tape (type v) |
9.383 | km | 2,100.00 | 19,704.30 | 0.00 | 0.00 | 2,060.00 | 19,328.98 | 0.00 | 0.00 |
| SUBTOTAL ALT A2 | 5,469,974.43 | 5,931,512.79 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 17,736,064.03 | 17,883,928.38 | 19,425,828.14 | 19,923,468.47 | |||||||
| Number of Days Bid at $1,000 per day. | 600 | 600,000.00 | 725 | 725,000.00 | 725 | 725,000.00 | 700 | 700,000.00 | |||
| TOTAL BID | 18,336,064.03 | 18,608,928.38 | 20,150,828.14 | 20,623,468.47 | |||||||