| |||
| Lead Project: 023-10-0035 | |||
| Parish: LINCOLN | |||
| Routes: US 167 | |||
| Description: VIENNA - JCT. LA 822 | |||
| Type Const:
grading, drain struct. lime trmt, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete slab span bridges with approach slabs and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $14,065,373.87 |
| 2 | 21810 | HIGHWAY SPECIALISTS INC. | $18,679,981.59 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - HIGHWAY SPECIALISTS INC. |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | lump | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 30,000.00 | 30,000.00 | 200,000.00 | 200,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 50+690; 8.53 m x 60.96 m concrete slab bridge) |
1 | each | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 50+906; 8.53 m x 36.58 m concrete slab bridge) |
1 | each | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-B-01 | removal of concrete box culverts (sta. 50+578.4; 1219 mm x 1219 mm x 22 m) |
1 | each | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-B-02 | removal of concrete box culverts (sta. 52+099.2; 914 mm x 610 mm x 32 m) |
1 | each | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-B-03 | removal of concrete box culverts (sta. 52+740.8; 1219 mm x 610 mm x 22 m) |
1 | each | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 50,391 | sq m | 10.00 | 503,910.00 | 9.00 | 453,519.00 | ||||
| 202-02-D | removal of concrete walks and drives | 413 | sq m | 7.00 | 2,891.00 | 14.00 | 5,782.00 | ||||
| 202-02-G | removal of surfacing and stabilized base | 24,363.0 | sq m | 5.00 | 121,815.00 | 6.00 | 146,178.00 | ||||
| 202-02-H | removal of guard rail | 592 | ln m | 20.00 | 11,840.00 | 18.00 | 10,656.00 | ||||
| 202-02-I | removal of safety end treatment | 64 | each | 300.00 | 19,200.00 | 400.00 | 25,600.00 | ||||
| 202-02-01 | removal of 14.9 m x 11.7 m brick residence (lt. of sta. 51+300.0) |
1 | each | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||||
| 202-02-02 | removal of 5.0 m x 7.5 m wood frame shed (lt. of sta. 51+340.3) |
1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-03 | removal of 12.3 m x 9.2 m wood frame residence (lt. of sta. 51+371.5) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-04 | removal of 10.0 m x 17.3 m wood frame residence (lt. of sta. 51+377.5) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-05 | removal of 10.0 m x 11.0 m wood frame building (rt. of sta. 51+414.9) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-06 | removal of 12.2 m x 15.2 m shop on slab (lt. of sta. 51+810.3) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-07 | removal of 14.7 m x 14.2 m residence (rt. of sta. 51+827.1)(contains friable asbestos) |
1 | each | 6,000.00 | 6,000.00 | 1.00 | 1.00 | ||||
| 202-02-08 | removal of 3.4 m x 3.7 m wood shed (rt. of sta. 51+857.4) |
1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-09 | removal of 12.2 m x 5.5 m shop on slab (rt. of sta. 51+860.9) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-10 | removal of 9.6 m x 7.7 m wood frame building (rt. of sta. 51+870.4) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-11 | removal of 4.9 m x 3.7 m portable building (rt. of sta. 51+887.2) |
1 | each | 500.00 | 500.00 | 1.00 | 1.00 | ||||
| 202-02-12 | removal of 3.8 m x 2.1 m portable building (rt. of sta. 51+893.4) |
1 | each | 300.00 | 300.00 | 1.00 | 1.00 | ||||
| 202-02-13 | removal of 12.4 m x 3.6 m mobile home (rt. of sta. 51+918.5)(contains non-friable asbestos) |
1 | each | 500.00 | 500.00 | 1.00 | 1.00 | ||||
| 202-02-14 | removal of 14.1 m x 7.7 m mobile home (rt. of sta. 51+924.9) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-15 | removal of 2.5 m x 2.5 m storage shed (rt. of sta. 51+933.5) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-16 | removal of 4.9 m x 3.7 m portable building (lt. of sta. 52+294.7) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-17 | removal of 33.8 m x 22.2 m brick building (lt. of sta. 52+537.5) (contains non-friable asbestos) |
1 | each | 5,000.00 | 5,000.00 | 1.00 | 1.00 | ||||
| 202-02-18 | removal of 12.3 m x 8.8 m brick residence (rt. of sta. 52+369.1) (contains non-friable asbestos) |
1 | each | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||||
| 202-02-19 | removal of 14.9 m x 7.9 m brick residence (lt. of sta. 52+689.5) |
1 | each | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||||
| 202-02-20 | removal of 6.1 m x 4.3 m wood shed (rt. of sta. 52+683.2) |
1 | each | 300.00 | 300.00 | 1.00 | 1.00 | ||||
| 202-02-21 | removal of 15.2 m x 8.9 m brick residence (lt. of sta. 52+818.1) |
1 | each | 5,000.00 | 5,000.00 | 1.00 | 1.00 | ||||
| 202-02-22 | removal of 22.0 m x 9.7 m wood frame residence (rt. of sta. 52+933.2) (contains non-friable asbestos) |
1 | each | 2,000.00 | 2,000.00 | 1.00 | 1.00 | ||||
| 202-02-23 | removal of 2.4 m x 10.0 m mobile home (rt. of sta. 53+058.0) |
1 | each | 300.00 | 300.00 | 1.00 | 1.00 | ||||
| 202-02-24 | removal of 2.5 m x 7.9 m mobile home (rt. of sta. 53+065.9) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-25 | removal of 3.6 m x 12.9 m mobile home (rt. of sta. 53+114.6) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-26 | removal of 4.2 m x 23.3 m mobile home (rt. of sta. 53+117.8) |
1 | each | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 202-02-27 | removal of 3.7 m x 3.2 m shed (rt. of sta. 53+130.2) | 1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-28 | removal of 3.8 m x 12.2 m mobile home (rt. of sta. 53+172.8) |
1 | each | 500.00 | 500.00 | 1.00 | 1.00 | ||||
| 202-02-29 | removal of 30.5 m x 15.8 m wood frame building (rt. of sta. 53+210.8) |
1 | each | 6,000.00 | 6,000.00 | 1.00 | 1.00 | ||||
| 202-02-30 | removal of 12.2 m x 8.3 m brick building (rt. of sta. 53+346.3) (contains non-friable asbestos) |
1 | each | 2,000.00 | 2,000.00 | 1.00 | 1.00 | ||||
| 202-02-31 | removal of 19.1 m x 12.4 m wood frame residence (rt. of sta. 53+821.8) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-32 | removal of 13.0 m x 8.7 m wood frame residence (lt. of sta. 53+845.5) (contains non-friable asbestos) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-33 | removal of 20.7 m x 9.1 m wood frame residence (rt. of sta. 53+887.6) |
1 | each | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||||
| 202-02-34 | removal of 3.6 m x 17. 1 m mobile home (rt. of sta. 1+063.1 - barmore road)(contains friable asbestos) |
1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-35 | removal of 5.4 m x 4.0 m shed (rt. of sta. 1+068.2 - barmore road) |
1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-36 | removal of 3.3 m x 12. 5 m mobile home (rt. of sta. 1+084.8 - barmore road)(contains friable asbestos) |
1 | each | 200.00 | 200.00 | 1.00 | 1.00 | ||||
| 202-02-37 | removal of 14.2 m x 4.3 m mobile home (rt. of sta. 1+097.0 - barmore road) |
1 | each | 300.00 | 300.00 | 1.00 | 1.00 | ||||
| 203-01 | general excavation | 460,063 | cu m | 2.60 | 1,196,163.80 | 5.00 | 2,300,315.00 | ||||
| 203-02 | drainage excavation | 37,662 | cu m | 13.00 | 489,606.00 | 6.00 | 225,972.00 | ||||
| 203-03 | muck excavation | 2,002 | cu m | 15.00 | 30,030.00 | 6.00 | 12,012.00 | ||||
| 203-04 | embankment | 214,292 | cu m | 3.85 | 825,024.20 | 4.00 | 857,168.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 125 | ea | 80.00 | 10,000.00 | 150.00 | 18,750.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 125 | ea | 250.00 | 31,250.00 | 500.00 | 62,500.00 | ||||
| 204-06 | temporary silt fencing | 3,658 | ln m | 6.00 | 21,948.00 | 4.25 | 15,546.50 | ||||
| 204-07 | temporary stone construction entrance | 4 | ea | 5,000.00 | 20,000.00 | 2,500.00 | 10,000.00 | ||||
| 302-02-B-01 | class ii base course (220 mm thick)(stone or recylcled pccp) |
3,941.6 | sq m | 35.00 | 137,956.00 | 33.00 | 130,072.80 | ||||
| 304-01 | lime | 526.64 | Mg | 140.00 | 73,729.60 | 155.00 | 81,629.20 | ||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 34,831 | sq m | 1.50 | 52,246.50 | 1.80 | 62,695.80 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
474 | cu m | 60.00 | 28,440.00 | 125.00 | 59,250.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | cu m | 30.00 | 75,000.00 | 95.00 | 237,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 681.2 | Mg | 150.00 | 102,180.00 | 150.00 | 102,180.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives,turnouts and miscellaneous |
1,792.8 | Mg | 150.00 | 268,920.00 | 150.00 | 268,920.00 | ||||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 271.0 | ln m | 200.00 | 54,200.00 | 450.00 | 121,950.00 | ||||
| 701-01-N | cross drain pipe (1050 mm rcp/pcp) | 77.0 | ln m | 640.00 | 49,280.00 | 650.00 | 50,050.00 | ||||
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 85.0 | ln m | 730.00 | 62,050.00 | 700.00 | 59,500.00 | ||||
| 701-02-G | cross drain pipe arch (1050 mm equiv. rcpa) | 61.0 | ln m | 550.00 | 33,550.00 | 800.00 | 48,800.00 | ||||
| 701-05-G | side drain pipe (450 mm rcp/pcp) | 732.5 | ln m | 150.00 | 109,875.00 | 110.00 | 80,575.00 | ||||
| 701-05-I | side drain pipe (600 mm rcp/pcp) | 376.5 | ln m | 190.00 | 71,535.00 | 120.00 | 45,180.00 | ||||
| 701-05-I-01 | side drain pipe (600 mm rcp/pcp)(erosion) | 38.0 | ln m | 170.00 | 6,460.00 | 200.00 | 7,600.00 | ||||
| 701-05-K | side drain pipe (750 mm rcp/pcp)(erosion) | 84.5 | ln m | 300.00 | 25,350.00 | 215.00 | 18,167.50 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 1 | ea | 6,000.00 | 6,000.00 | 9,000.00 | 9,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 16 | ea | 5,000.00 | 80,000.00 | 6,000.00 | 96,000.00 | ||||
| 703-03 | perforated pipe underdrains (150 mm diameter) | 225 | ln m | 110.00 | 24,750.00 | 170.00 | 38,250.00 | ||||
| 703-04 | nonperforated pipe underdrains (150 mm diameter) | 75 | ln m | 110.00 | 8,250.00 | 160.00 | 12,000.00 | ||||
| 704-03 | blocked out guard rail | 266.70 | ln m | 60.00 | 16,002.00 | 58.00 | 15,468.60 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 60.00 | 3,657.60 | 140.00 | 8,534.40 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,000.00 | 16,000.00 | 1,950.00 | 15,600.00 | ||||
| 705-01 | barbed wire fence | 1,328 | ln m | 16.50 | 21,912.00 | 18.00 | 23,904.00 | ||||
| 705-04 | single swinging driveway gates | 3 | ea | 500.00 | 1,500.00 | 500.00 | 1,500.00 | ||||
| 705-06-A | chain link fence (1200 mm height) | 405 | ln m | 50.00 | 20,250.00 | 60.00 | 24,300.00 | ||||
| 705-06-C | chain link fence (1800 mm height) | 276 | ln m | 65.00 | 17,940.00 | 70.00 | 19,320.00 | ||||
| 705-07-A | 4.0-meter single gates for chain link fence (1200 mm height) |
4 | ea | 650.00 | 2,600.00 | 750.00 | 3,000.00 | ||||
| 705-09 | rebuilt fence | 14 | ln m | 80.00 | 1,120.00 | 100.00 | 1,400.00 | ||||
| 706-02-C | concrete drive (150 mm thick) | 620.9 | sq m | 55.00 | 34,149.50 | 55.00 | 34,149.50 | ||||
| 708-01 | right-of-way monument | 104 | ea | 200.00 | 20,800.00 | 125.00 | 13,000.00 | ||||
| 708-02 | right-of-way monument witness post | 104 | ea | 200.00 | 20,800.00 | 85.00 | 8,840.00 | ||||
| 711-01-D | riprap (25 kg, 460 mm thick) | 57 | sq m | 100.00 | 5,700.00 | 200.00 | 11,400.00 | ||||
| 711-04 | geotextile fabric | 57 | sq m | 6.00 | 342.00 | 3.00 | 171.00 | ||||
| 712-04 | flexible revetment | 2,715 | sq m | 80.00 | 217,200.00 | 60.00 | 162,900.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 60,000.00 | 60,000.00 | 750,000.00 | 750,000.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 14.200 | km | 310.00 | 4,402.00 | 850.00 | 12,070.00 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 4 | ea | 50.00 | 200.00 | 100.00 | 400.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 4 | ea | 50.00 | 200.00 | 100.00 | 400.00 | ||||
| 716-01-A | mulch (vegetative) | 52.9 | hctr | 1,600.00 | 84,640.00 | 615.00 | 32,533.50 | ||||
| 717-01 | seeding | 1,587 | kg | 14.00 | 22,218.00 | 26.00 | 41,262.00 | ||||
| 718-01 | fertilizer | 26,136 | kg | 1.00 | 26,136.00 | 0.89 | 23,261.04 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 9,647 | sq m | 1.50 | 14,470.50 | 1.50 | 14,470.50 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 540 | sq m | 1.50 | 810.00 | 2.00 | 1,080.00 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 3,728 | sq m | 1.50 | 5,592.00 | 1.50 | 5,592.00 | ||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 328 | sq m | 3.00 | 984.00 | 5.00 | 1,640.00 | ||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 48 | sq m | 5.00 | 240.00 | 5.00 | 240.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||||
| 724-02 | pavement widening | 781.0 | sq m | 115.00 | 89,815.00 | 85.00 | 66,385.00 | ||||
| 725-01 | temporary detour roads | 1,066.5 | ln m | 425.00 | 453,262.50 | 500.00 | 533,250.00 | ||||
| 726-01 | bedding material | 392.4 | cu m | 90.00 | 35,316.00 | 150.00 | 58,860.00 | ||||
| 727-01 | mobilization | lump | lump | 1,000,000.00 | 1,000,000.00 | 1,850,000.00 | 1,850,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 70.00 | 280.00 | 70.00 | 280.00 | ||||
| 729-19-A | dead end road installation (type a) | 1 | ea | 1,250.00 | 1,250.00 | 1,250.00 | 1,250.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 240 | ea | 10.00 | 2,400.00 | 12.00 | 2,880.00 | ||||
| 731-02 | reflectorized raised pavement markers | 975 | ea | 5.00 | 4,875.00 | 6.25 | 6,093.75 | ||||
| 732-01-C | plastic pavement striping (200 mm width) | 160 | ln m | 3.50 | 560.00 | 25.00 | 4,000.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 14.483 | km | 1,325.00 | 19,189.97 | 1,800.00 | 26,069.40 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 5 | ea | 200.00 | 1,000.00 | 275.00 | 1,375.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 5 | ea | 200.00 | 1,000.00 | 275.00 | 1,375.00 | ||||
| 735-01 | mailboxes | 34 | ea | 5.00 | 170.00 | 5.00 | 170.00 | ||||
| 735-02 | mailbox supports (single) | 34 | ea | 150.00 | 5,100.00 | 125.00 | 4,250.00 | ||||
| 740-01 | construction layout | lump | lump | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||||
| 744-01 | traffic control management | lump | lump | 10,000.00 | 10,000.00 | 200,000.00 | 200,000.00 | ||||
| 804-01-D | precast concrete piles (450 mm) | 5,040.0 | ln m | 200.00 | 1,008,000.00 | 200.00 | 1,008,000.00 | ||||
| 804-05 | precast concrete test piles | 2 | ea | 35,000.00 | 70,000.00 | 35,000.00 | 70,000.00 | ||||
| 804-09 | loading test piles | 2 | ea | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | ||||
| 804-10 | reloading test piles | 2 | ea | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | ||||
| 804-11 | redriving test piles | 2 | ea | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | ||||
| 804-12 | loading permanent piles | 2 | ea | 1,000.00 | 2,000.00 | 15,000.00 | 30,000.00 | ||||
| 804-17 | dynamic monitoring | 6 | ea | 1,500.00 | 9,000.00 | 5,000.00 | 30,000.00 | ||||
| 805-01-F | class a concrete (bents) | 422.40 | cu m | 650.00 | 274,560.00 | 750.00 | 316,800.00 | ||||
| 805-03 | class aa concrete | 1,920.80 | cu m | 420.00 | 806,736.00 | 640.00 | 1,229,312.00 | ||||
| 806-01 | deformed reinforcing steel | 42,900 | kg | 1.50 | 64,350.00 | 2.00 | 85,800.00 | ||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 192,500 | kg | 2.00 | 385,000.00 | 2.25 | 433,125.00 | ||||
| 810-01 | concrete railing (barrier) | 840.00 | ln m | 140.00 | 117,600.00 | 200.00 | 168,000.00 | ||||
| 813-01 | concrete approach slabs | 590.40 | sq m | 165.00 | 97,416.00 | 250.00 | 147,600.00 | ||||
| S-001 | plugging existing water wells | 4 | each | 1,500.00 | 6,000.00 | 1,500.00 | 6,000.00 | ||||
| S-002 | rumble strips (ground-in) | 13.6 | km | 370.00 | 5,032.00 | 700.00 | 9,520.00 | ||||
| S-101 | dynamic analysis | 6 | ea | 750.00 | 4,500.00 | 2,000.00 | 12,000.00 | ||||
| SUBTOTAL GENERAL | 10,143,128.17 | 14,005,187.49 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
71,378.0 | sq m | 11.50 | 820,847.00 | 14.00 | 999,292.00 | ||||
| 302-02-F-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
26,138.0 | sq m | 18.00 | 470,484.00 | 30.00 | 784,140.00 | ||||
| 302-02-F-02 | class ii base course (200 mm thick)(soil cement) | 71,378.0 | sq m | 8.50 | 606,713.00 | 12.80 | 913,638.40 | ||||
| 302-02-G-01 | class ii base course (50 mm thick)(selected soils) | 97,516.0 | sq m | 1.00 | 97,516.00 | 0.50 | 48,758.00 | ||||
| 502-01 | superpave asphaltic concrete | 26,340.9 | Mg | 73.00 | 1,922,885.70 | 73.00 | 1,922,885.70 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 7.600 | km | 500.00 | 3,800.00 | 800.00 | 6,080.00 | ||||
| SUBTOTAL ALT A1 | 3,922,245.70 | 4,674,794.10 | |||||||||
| ALTERNATE A2 | |||||||||||
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
26,138.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-E-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
71,378.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-F-02 | class ii base course (200 mm thick)(soil cement) | 71,378.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,896.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 61,912.3 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers and turnouts) |
4,642.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-04 | portland cement concrete pavement coring | 78 | ea | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (preformed marking tape - type v) |
7.600 | km | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| CONTRACTOR TOTAL | 14,065,373.87 | 18,679,981.59 | |||||||||