| READV |
| ||
| Lead Project: 020-01-0011 | |||
| Parish: CONCORDIA, CATAHOULA | |||
| Routes: US 65, LA 15, LA 566 | |||
| Description: CLAYTON - GREENVILLE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pvmt (alt. a-1), portland cement concrete pvmt (alt. a-2) and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $13,678,745.52 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $13,644,822.45 |
| 3 | 02214 | W. E. BLAIN & SONS, INC. | $14,184,696.14 |
| 4 | 39462 | DENTON-JAMES LLC | $15,365,405.42 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $17,833,821.45 |
| 6 | 21810 | HIGHWAY SPECIALISTS INC. | $17,979,837.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - W. E. BLAIN & SONS, INC. |
- 4 - DENTON-JAMES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 300,000.00 | 300,000.00 | 630,000.00 | 630,000.00 | 275,000.00 | 275,000.00 | 900,000.00 | 900,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 18,282 | SQYD | 9.00 | 164,538.00 | 6.00 | 109,692.00 | 7.60 | 138,943.20 | 6.50 | 118,833.00 |
| 202-02-D | removal of concrete walks & drives | 300 | SQYD | 15.00 | 4,500.00 | 9.00 | 2,700.00 | 8.00 | 2,400.00 | 9.00 | 2,700.00 |
| 202-02-F | removal of concrete combination curb & gutter | 5,034.0 | LNFT | 3.50 | 17,619.00 | 6.00 | 30,204.00 | 9.00 | 45,306.00 | 2.00 | 10,068.00 |
| 202-02-G | removal of surfacing & stabilized base | 23,848.2 | SQYD | 7.00 | 166,937.40 | 4.00 | 95,392.80 | 4.60 | 109,701.72 | 4.00 | 95,392.80 |
| 202-02-01 | removal of 20' x 56' wood frame building (rt. of sta. 111+60) |
1 | EACH | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 6,720.00 | 6,720.00 | 1.00 | 1.00 |
| 202-02-02 | removal of 26' x 60' wood frame building (rt. of sta. 51+40)(contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 12,480.00 | 12,480.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 28' x 40' building (lt. of sta. 53+40) | 1 | EACH | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 6,720.00 | 6,720.00 | 1.00 | 1.00 |
| 202-02-04 | removal of 12' x 12' tin building (lt. of sta. 52+80) | 1 | EACH | 1.00 | 1.00 | 500.00 | 500.00 | 864.00 | 864.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 12' x 63' tin building (lt. of sta. 52+10) | 1 | EACH | 1.00 | 1.00 | 1,800.00 | 1,800.00 | 4,536.00 | 4,536.00 | 1.00 | 1.00 |
| 202-02-06 | removal of 28' x 40' brick building (rt. of sta. 113+25) |
1 | EACH | 1.00 | 1.00 | 2,000.00 | 2,000.00 | 8,960.00 | 8,960.00 | 1.00 | 1.00 |
| 202-02-07 | removal of 30' x 40' building (lt. of 281+00) | 1 | EACH | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 7,200.00 | 7,200.00 | 1.00 | 1.00 |
| 202-02-08 | removal of 30' x 20' wood frame building (lt. of sta. 44+50)(contains asbestos siding) |
1 | EACH | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 4,800.00 | 4,800.00 | 1.00 | 1.00 |
| 202-02-09 | removal of 833 square foot wood frame building (lt. of sta. 44+50) |
1 | EACH | 1.00 | 1.00 | 1,200.00 | 1,200.00 | 4,998.00 | 4,998.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 9' x 14' building (lt. of sta. 48+00) | 1 | EACH | 1.00 | 1.00 | 50.00 | 50.00 | 756.00 | 756.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 48' x 52' brick building (rt. of sta. 48+00) | 1 | EACH | 1.00 | 1.00 | 2,800.00 | 2,800.00 | 14,976.00 | 14,976.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 248,385 | CUYD | 4.00 | 993,540.00 | 3.00 | 745,155.00 | 4.50 | 1,117,732.50 | 4.00 | 993,540.00 |
| 203-02 | drainage excavation | 500 | CUYD | 10.00 | 5,000.00 | 8.00 | 4,000.00 | 11.00 | 5,500.00 | 10.00 | 5,000.00 |
| 203-03 | muck excavation | 1,000 | CUYD | 11.00 | 11,000.00 | 12.00 | 12,000.00 | 11.00 | 11,000.00 | 10.00 | 10,000.00 |
| 203-04 | embankment | 250,162 | CUYD | 6.50 | 1,626,053.00 | 5.50 | 1,375,891.00 | 8.50 | 2,126,377.00 | 8.00 | 2,001,296.00 |
| 204-02 | temporary hay or straw bales | 250 | EACH | 9.00 | 2,250.00 | 6.00 | 1,500.00 | 9.00 | 2,250.00 | 6.00 | 1,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 39 | EACH | 75.00 | 2,925.00 | 150.00 | 5,850.00 | 160.00 | 6,240.00 | 100.00 | 3,900.00 |
| 204-06 | temporary silt fencing | 86,812 | LNFT | 2.00 | 173,624.00 | 1.25 | 108,515.00 | 1.30 | 112,855.60 | 1.30 | 112,855.60 |
| 204-07 | temporary stone construction entrance | 14 | EACH | 1,000.00 | 14,000.00 | 1,000.00 | 14,000.00 | 2,000.00 | 28,000.00 | 1,500.00 | 21,000.00 |
| 304-01 | lime | 3,290.48 | TON | 120.00 | 394,857.60 | 125.00 | 411,310.00 | 100.00 | 329,048.00 | 125.00 | 411,310.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 232,365 | SQYD | 1.55 | 360,165.75 | 1.20 | 278,838.00 | 0.01 | 2,323.65 | 1.60 | 371,784.00 |
| 401-01 | aggregate surface course (net section) | 1,038.6 | CUYD | 18.00 | 18,694.80 | 50.00 | 51,930.00 | 31.35 | 32,560.11 | 50.00 | 51,930.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,050.0 | CUYD | 30.00 | 31,500.00 | 45.00 | 47,250.00 | 45.00 | 47,250.00 | 50.00 | 52,500.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 82 | LNFT | 54.00 | 4,428.00 | 65.00 | 5,330.00 | 87.00 | 7,134.00 | 55.00 | 4,510.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 879 | LNFT | 59.00 | 51,861.00 | 75.00 | 65,925.00 | 74.00 | 65,046.00 | 60.00 | 52,740.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 608 | LNFT | 73.00 | 44,384.00 | 120.00 | 72,960.00 | 85.00 | 51,680.00 | 75.00 | 45,600.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 654 | LNFT | 96.00 | 62,784.00 | 145.00 | 94,830.00 | 105.00 | 68,670.00 | 95.00 | 62,130.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 96 | LNFT | 139.00 | 13,344.00 | 200.00 | 19,200.00 | 135.00 | 12,960.00 | 130.00 | 12,480.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 876 | LNFT | 161.00 | 141,036.00 | 240.00 | 210,240.00 | 165.00 | 144,540.00 | 140.00 | 122,640.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 224 | LNFT | 102.00 | 22,848.00 | 150.00 | 33,600.00 | 95.00 | 21,280.00 | 85.00 | 19,040.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 388 | LNFT | 128.00 | 49,664.00 | 160.00 | 62,080.00 | 120.00 | 46,560.00 | 100.00 | 38,800.00 |
| 701-05-G | side drain pipe (18") | 246 | LNFT | 42.00 | 10,332.00 | 60.00 | 14,760.00 | 36.00 | 8,856.00 | 44.00 | 10,824.00 |
| 701-05-I | side drain pipe (24") | 748 | LNFT | 59.00 | 44,132.00 | 80.00 | 59,840.00 | 40.00 | 29,920.00 | 50.00 | 37,400.00 |
| 701-05-K | side drain pipe (30") | 34 | LNFT | 80.00 | 2,720.00 | 125.00 | 4,250.00 | 60.00 | 2,040.00 | 68.00 | 2,312.00 |
| 701-05-M | side drain pipe (36") | 72 | LNFT | 107.00 | 7,704.00 | 180.00 | 12,960.00 | 70.00 | 5,040.00 | 80.00 | 5,760.00 |
| 701-06-E | side drain pipe arch (30" equiv.) | 476 | LNFT | 85.00 | 40,460.00 | 140.00 | 66,640.00 | 80.00 | 38,080.00 | 80.00 | 38,080.00 |
| 701-09 | fabricating pipe fittings (36" x 36" x 24") | 1 | EACH | 1,600.00 | 1,600.00 | 2,300.00 | 2,300.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 |
| 701-15 | concrete collar | 44 | EACH | 805.00 | 35,420.00 | 900.00 | 39,600.00 | 600.00 | 26,400.00 | 700.00 | 30,800.00 |
| 702-02-A | manholes (mh-06) | 2 | EACH | 2,400.00 | 4,800.00 | 5,900.00 | 11,800.00 | 3,700.00 | 7,400.00 | 2,600.00 | 5,200.00 |
| 702-03-A | catch basins (cb-01) | 2 | EACH | 2,600.00 | 5,200.00 | 4,600.00 | 9,200.00 | 2,500.00 | 5,000.00 | 2,600.00 | 5,200.00 |
| 702-04-A | adjusting manholes | 2 | EACH | 1,100.00 | 2,200.00 | 3,600.00 | 7,200.00 | 1,400.00 | 2,800.00 | 1,000.00 | 2,000.00 |
| 702-07-A | cross drain safety end treatment (type 1) | 7 | EACH | 1,900.00 | 13,300.00 | 2,000.00 | 14,000.00 | 1,500.00 | 10,500.00 | 1,400.00 | 9,800.00 |
| 702-07-D | cross drain safety end treatment (type 4) | 5 | EACH | 6,500.00 | 32,500.00 | 3,400.00 | 17,000.00 | 8,500.00 | 42,500.00 | 6,000.00 | 30,000.00 |
| 702-08-A | side drain safety end treatment (type 1) | 46 | EACH | 1,200.00 | 55,200.00 | 1,600.00 | 73,600.00 | 1,400.00 | 64,400.00 | 1,200.00 | 55,200.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 75.0 | LNFT | 32.00 | 2,400.00 | 30.00 | 2,250.00 | 29.00 | 2,175.00 | 30.00 | 2,250.00 |
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 54.00 | 4,050.00 | 50.00 | 3,750.00 | 50.00 | 3,750.00 | 50.00 | 3,750.00 |
| 704-03 | blocked out guard rail | 112.5 | LNFT | 18.00 | 2,025.00 | 18.00 | 2,025.00 | 16.50 | 1,856.25 | 17.00 | 1,912.50 |
| 704-06 | guard rail anchor sections (trailing end) | 18.8 | LNFT | 78.00 | 1,466.40 | 75.00 | 1,410.00 | 72.50 | 1,363.00 | 73.00 | 1,372.40 |
| 704-11-A | guard rail end treatment (flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,000.00 | 6,000.00 | 1,850.00 | 5,550.00 | 2,000.00 | 6,000.00 |
| 705-01 | barbed wire fence | 6,292 | LNFT | 5.10 | 32,089.20 | 5.00 | 31,460.00 | 4.75 | 29,887.00 | 5.00 | 31,460.00 |
| 705-04 | single swinging driveway gates | 3 | EACH | 550.00 | 1,650.00 | 450.00 | 1,350.00 | 500.00 | 1,500.00 | 500.00 | 1,500.00 |
| 705-05 | double swinging driveway gates | 1 | DBGT | 800.00 | 800.00 | 700.00 | 700.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 706-02-C | concrete drive (6" thick) | 64.9 | SQYD | 43.00 | 2,790.70 | 55.00 | 3,569.50 | 50.00 | 3,245.00 | 60.00 | 3,894.00 |
| 706-03-C | incidental concrete paving (6" thick) | 399.0 | SQYD | 48.00 | 19,152.00 | 60.00 | 23,940.00 | 47.00 | 18,753.00 | 55.00 | 21,945.00 |
| 707-01 | concrete curb | 394.0 | LNFT | 22.00 | 8,668.00 | 14.00 | 5,516.00 | 12.00 | 4,728.00 | 10.00 | 3,940.00 |
| 707-03 | combination concrete curb & gutter | 815.6 | LNFT | 23.00 | 18,758.80 | 22.00 | 17,943.20 | 28.00 | 22,836.80 | 22.00 | 17,943.20 |
| 708-01 | right-of-way monument | 148 | EACH | 100.00 | 14,800.00 | 180.00 | 26,640.00 | 90.00 | 13,320.00 | 120.00 | 17,760.00 |
| 708-02 | right-of-way monument witness post | 148 | EACH | 100.00 | 14,800.00 | 180.00 | 26,640.00 | 90.00 | 13,320.00 | 120.00 | 17,760.00 |
| 711-01-C | riprap (30 lb, 14"thick) | 92 | SQYD | 75.00 | 6,900.00 | 55.00 | 5,060.00 | 45.00 | 4,140.00 | 65.00 | 5,980.00 |
| 711-04 | geotextile fabric | 92 | SQYD | 2.15 | 197.80 | 2.50 | 230.00 | 3.00 | 276.00 | 2.00 | 184.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 170,000.00 | 170,000.00 | 160,000.00 | 160,000.00 | 140,000.00 | 140,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.372 | MILE | 192.00 | 263.42 | 250.00 | 343.00 | 400.00 | 548.80 | 2,500.00 | 3,430.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.536 | MILE | 540.00 | 289.44 | 500.00 | 268.00 | 500.00 | 268.00 | 510.00 | 273.36 |
| 716-01-A | mulch (vegetative) | 141.16 | ACRE | 536.00 | 75,661.76 | 400.00 | 56,464.00 | 650.00 | 91,754.00 | 400.00 | 56,464.00 |
| 717-01 | seeding | 2,824 | LB | 10.00 | 28,240.00 | 10.00 | 28,240.00 | 9.00 | 25,416.00 | 10.00 | 28,240.00 |
| 718-01 | fertilizer | 141,162 | LB | 0.32 | 45,171.84 | 0.25 | 35,290.50 | 0.20 | 28,232.40 | 0.22 | 31,055.64 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 32,000.00 | 32,000.00 | 25,000.00 | 25,000.00 |
| 725-01 | temporary detour roads | 550.0 | LNFT | 230.00 | 126,500.00 | 150.00 | 82,500.00 | 240.00 | 132,000.00 | 225.00 | 123,750.00 |
| 726-01 | bedding material | 437.9 | CUYD | 53.00 | 23,208.70 | 50.00 | 21,895.00 | 50.00 | 21,895.00 | 50.00 | 21,895.00 |
| 727-01 | mobilization | lump | LUMP | 1,300,000.00 | 1,300,000.00 | 1,100,000.00 | 1,100,000.00 | 1,000,000.00 | 1,000,000.00 | 1,500,000.00 | 1,500,000.00 |
| 728-01-A | jack or bored pipe (24" rcp/pcp) | 89.0 | LNFT | 481.00 | 42,809.00 | 450.00 | 40,050.00 | 425.00 | 37,825.00 | 450.00 | 40,050.00 |
| 728-01-B | jack or bored pipe (36" rcp/pcp) | 160.0 | LNFT | 627.00 | 100,320.00 | 600.00 | 96,000.00 | 525.00 | 84,000.00 | 600.00 | 96,000.00 |
| 729-19-A | dead end roadway installation (type a) | 8 | EACH | 3,100.00 | 24,800.00 | 3,000.00 | 24,000.00 | 2,850.00 | 22,800.00 | 3,000.00 | 24,000.00 |
| 731-02 | reflectorized raised pavement markers | 2,347 | EACH | 4.83 | 11,336.01 | 5.00 | 11,735.00 | 4.50 | 10,561.50 | 4.50 | 10,561.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 37.833 | MILE | 2,000.00 | 75,666.00 | 1,800.00 | 68,099.40 | 1,850.00 | 69,991.05 | 1,900.00 | 71,882.70 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.760 | MILE | 4,500.00 | 3,420.00 | 4,000.00 | 3,040.00 | 4,224.00 | 3,210.24 | 4,300.00 | 3,268.00 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.114 | MILE | 16,500.00 | 1,881.00 | 15,000.00 | 1,710.00 | 15,840.00 | 1,805.76 | 16,000.00 | 1,824.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 9 | EACH | 134.00 | 1,206.00 | 125.00 | 1,125.00 | 125.00 | 1,125.00 | 130.00 | 1,170.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 5 | EACH | 188.00 | 940.00 | 175.00 | 875.00 | 175.00 | 875.00 | 180.00 | 900.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 11 | EACH | 188.00 | 2,068.00 | 175.00 | 1,925.00 | 175.00 | 1,925.00 | 180.00 | 1,980.00 |
| 732-05 | removal of existing markings | 22.988 | MILE | 3,400.00 | 78,159.20 | 3,000.00 | 68,964.00 | 3,168.00 | 72,825.98 | 1.00 | 22.98 |
| 735-01 | mailboxes | 20 | EACH | 12.00 | 240.00 | 10.00 | 200.00 | 2.00 | 40.00 | 1.00 | 20.00 |
| 735-02 | mailbox supports (single) | 20 | EACH | 90.00 | 1,800.00 | 150.00 | 3,000.00 | 150.00 | 3,000.00 | 150.00 | 3,000.00 |
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 306,000.00 | 306,000.00 | 240,000.00 | 240,000.00 |
| 742-02 | adjusting sanitary sewer house connections | 2 | EACH | 536.00 | 1,072.00 | 1,000.00 | 2,000.00 | 600.00 | 1,200.00 | 1,000.00 | 2,000.00 |
| 744-01 | traffic contraol management | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 64,000.00 | 64,000.00 | 30,000.00 | 30,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 9.98 | CUYD | 644.00 | 6,427.12 | 1,000.00 | 9,980.00 | 1,300.00 | 12,974.00 | 1,000.00 | 9,980.00 |
| 805-12-E-01 | reinforced concrete box culverts (4'x 4')(extension) | 26.0 | LNFT | 483.00 | 12,558.00 | 500.00 | 13,000.00 | 750.00 | 19,500.00 | 350.00 | 9,100.00 |
| 806-01 | deformed reinforcing steel | 1,297 | LB | 2.15 | 2,788.55 | 0.70 | 907.90 | 2.00 | 2,594.00 | 1.20 | 1,556.40 |
| S-001 | rumble strips (ground-in) | 17.0 | MILE | 761.00 | 12,937.00 | 550.00 | 9,350.00 | 675.00 | 11,475.00 | 500.00 | 8,500.00 |
| S-002 | saw cut existing concrete | 8,572 | LNFT | 5.00 | 42,860.00 | 5.00 | 42,860.00 | 8.00 | 68,576.00 | 8.00 | 68,576.00 |
| SUBTOTAL GENERAL | 7,367,303.49 | 7,083,698.30 | 7,593,671.56 | 8,598,987.08 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
51,706.3 | SQYD | 17.50 | 904,860.25 | 15.00 | 775,594.50 | 18.65 | 964,322.49 | 17.00 | 879,007.10 |
| 302-02-C-02 | class ii base course (10" thick)(soil cement) | 172,762.1 | SQYD | 7.50 | 1,295,715.75 | 10.00 | 1,727,621.00 | 7.55 | 1,304,353.85 | 9.30 | 1,606,687.53 |
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,814.7 | SQYD | 7.20 | 1,229,865.84 | 6.00 | 1,024,888.20 | 7.22 | 1,233,282.13 | 7.30 | 1,246,947.31 |
| 502-01 | superpave asphaltic concrete | 50,950.6 | TON | 47.00 | 2,394,678.20 | 50.00 | 2,547,530.00 | 51.10 | 2,603,575.66 | 50.00 | 2,547,530.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
7,647.6 | TON | 62.00 | 474,151.20 | 62.00 | 474,151.20 | 62.00 | 474,151.20 | 62.00 | 474,151.20 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 15.119 | MILE | 805.00 | 12,170.79 | 750.00 | 11,339.25 | 750.00 | 11,339.25 | 800.00 | 12,095.20 |
| SUBTOTAL ALT A1 | 6,311,442.03 | 6,561,124.15 | 6,591,024.58 | 6,766,418.34 | |||||||
| ALTERNATE A2 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
51,706.3 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,814.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 172,762.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 4,926.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
988.0 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 136,427.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
22,922.4 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-04 | portland cement concrete pavement coring | 210 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pvmt striping (broken line)(4"width) | 7.395 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type 5) |
7.724 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| CONTRACTOR TOTAL | 13,678,745.52 | 13,644,822.45 | 14,184,696.14 | 15,365,405.42 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - 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 | 1,000,000.00 | 1,000,000.00 | 200,000.00 | 200,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,000.00 | 4,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 18,282 | SQYD | 6.00 | 109,692.00 | 8.00 | 146,256.00 | ||||
| 202-02-D | removal of concrete walks & drives | 300 | SQYD | 7.00 | 2,100.00 | 12.00 | 3,600.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 5,034.0 | LNFT | 1.50 | 7,551.00 | 6.00 | 30,204.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 23,848.2 | SQYD | 5.00 | 119,241.00 | 7.00 | 166,937.40 | ||||
| 202-02-01 | removal of 20' x 56' wood frame building (rt. of sta. 111+60) |
1 | EACH | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-02 | removal of 26' x 60' wood frame building (rt. of sta. 51+40)(contains non-friable asbestos) |
1 | EACH | 4,000.00 | 4,000.00 | 5,100.00 | 5,100.00 | ||||
| 202-02-03 | removal of 28' x 40' building (lt. of sta. 53+40) | 1 | EACH | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-04 | removal of 12' x 12' tin building (lt. of sta. 52+80) | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||||
| 202-02-05 | removal of 12' x 63' tin building (lt. of sta. 52+10) | 1 | EACH | 4,000.00 | 4,000.00 | 1,800.00 | 1,800.00 | ||||
| 202-02-06 | removal of 28' x 40' brick building (rt. of sta. 113+25) |
1 | EACH | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-07 | removal of 30' x 40' building (lt. of 281+00) | 1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-08 | removal of 30' x 20' wood frame building (lt. of sta. 44+50)(contains asbestos siding) |
1 | EACH | 10,000.00 | 10,000.00 | 5,100.00 | 5,100.00 | ||||
| 202-02-09 | removal of 833 square foot wood frame building (lt. of sta. 44+50) |
1 | EACH | 4,000.00 | 4,000.00 | 1,200.00 | 1,200.00 | ||||
| 202-02-10 | removal of 9' x 14' building (lt. of sta. 48+00) | 1 | EACH | 1,000.00 | 1,000.00 | 50.00 | 50.00 | ||||
| 202-02-11 | removal of 48' x 52' brick building (rt. of sta. 48+00) | 1 | EACH | 8,000.00 | 8,000.00 | 2,800.00 | 2,800.00 | ||||
| 203-01 | general excavation | 248,385 | CUYD | 5.00 | 1,241,925.00 | 6.00 | 1,490,310.00 | ||||
| 203-02 | drainage excavation | 500 | CUYD | 12.00 | 6,000.00 | 15.00 | 7,500.00 | ||||
| 203-03 | muck excavation | 1,000 | CUYD | 12.00 | 12,000.00 | 15.00 | 15,000.00 | ||||
| 203-04 | embankment | 250,162 | CUYD | 8.00 | 2,001,296.00 | 8.50 | 2,126,377.00 | ||||
| 204-02 | temporary hay or straw bales | 250 | EACH | 10.00 | 2,500.00 | 10.00 | 2,500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 39 | EACH | 200.00 | 7,800.00 | 70.00 | 2,730.00 | ||||
| 204-06 | temporary silt fencing | 86,812 | LNFT | 1.25 | 108,515.00 | 1.75 | 151,921.00 | ||||
| 204-07 | temporary stone construction entrance | 14 | EACH | 2,800.00 | 39,200.00 | 3,400.00 | 47,600.00 | ||||
| 304-01 | lime | 3,290.48 | TON | 25.00 | 82,262.00 | 125.00 | 411,310.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 232,365 | SQYD | 0.25 | 58,091.25 | 1.50 | 348,547.50 | ||||
| 401-01 | aggregate surface course (net section) | 1,038.6 | CUYD | 50.00 | 51,930.00 | 35.00 | 36,351.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,050.0 | CUYD | 60.00 | 63,000.00 | 80.00 | 84,000.00 | ||||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 82 | LNFT | 65.00 | 5,330.00 | 85.00 | 6,970.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 879 | LNFT | 68.00 | 59,772.00 | 115.00 | 101,085.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 608 | LNFT | 90.00 | 54,720.00 | 120.00 | 72,960.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 654 | LNFT | 110.00 | 71,940.00 | 130.00 | 85,020.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 96 | LNFT | 140.00 | 13,440.00 | 175.00 | 16,800.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 876 | LNFT | 180.00 | 157,680.00 | 180.00 | 157,680.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 224 | LNFT | 100.00 | 22,400.00 | 130.00 | 29,120.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 388 | LNFT | 120.00 | 46,560.00 | 145.00 | 56,260.00 | ||||
| 701-05-G | side drain pipe (18") | 246 | LNFT | 80.00 | 19,680.00 | 30.00 | 7,380.00 | ||||
| 701-05-I | side drain pipe (24") | 748 | LNFT | 90.00 | 67,320.00 | 35.00 | 26,180.00 | ||||
| 701-05-K | side drain pipe (30") | 34 | LNFT | 100.00 | 3,400.00 | 50.00 | 1,700.00 | ||||
| 701-05-M | side drain pipe (36") | 72 | LNFT | 120.00 | 8,640.00 | 70.00 | 5,040.00 | ||||
| 701-06-E | side drain pipe arch (30" equiv.) | 476 | LNFT | 125.00 | 59,500.00 | 55.00 | 26,180.00 | ||||
| 701-09 | fabricating pipe fittings (36" x 36" x 24") | 1 | EACH | 2,500.00 | 2,500.00 | 2,600.00 | 2,600.00 | ||||
| 701-15 | concrete collar | 44 | EACH | 2,500.00 | 110,000.00 | 900.00 | 39,600.00 | ||||
| 702-02-A | manholes (mh-06) | 2 | EACH | 4,000.00 | 8,000.00 | 4,200.00 | 8,400.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 4,500.00 | 9,000.00 | 3,400.00 | 6,800.00 | ||||
| 702-04-A | adjusting manholes | 2 | EACH | 2,500.00 | 5,000.00 | 1,700.00 | 3,400.00 | ||||
| 702-07-A | cross drain safety end treatment (type 1) | 7 | EACH | 2,000.00 | 14,000.00 | 1,900.00 | 13,300.00 | ||||
| 702-07-D | cross drain safety end treatment (type 4) | 5 | EACH | 4,000.00 | 20,000.00 | 5,700.00 | 28,500.00 | ||||
| 702-08-A | side drain safety end treatment (type 1) | 46 | EACH | 2,000.00 | 92,000.00 | 900.00 | 41,400.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 75.0 | LNFT | 40.00 | 3,000.00 | 29.00 | 2,175.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 40.00 | 3,000.00 | 50.00 | 3,750.00 | ||||
| 704-03 | blocked out guard rail | 112.5 | LNFT | 20.00 | 2,250.00 | 16.50 | 1,856.25 | ||||
| 704-06 | guard rail anchor sections (trailing end) | 18.8 | LNFT | 90.00 | 1,692.00 | 72.50 | 1,363.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 3 | EACH | 2,000.00 | 6,000.00 | 1,850.00 | 5,550.00 | ||||
| 705-01 | barbed wire fence | 6,292 | LNFT | 6.00 | 37,752.00 | 4.75 | 29,887.00 | ||||
| 705-04 | single swinging driveway gates | 3 | EACH | 600.00 | 1,800.00 | 500.00 | 1,500.00 | ||||
| 705-05 | double swinging driveway gates | 1 | DBGT | 900.00 | 900.00 | 750.00 | 750.00 | ||||
| 706-02-C | concrete drive (6" thick) | 64.9 | SQYD | 90.00 | 5,841.00 | 75.00 | 4,867.50 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 399.0 | SQYD | 55.00 | 21,945.00 | 60.00 | 23,940.00 | ||||
| 707-01 | concrete curb | 394.0 | LNFT | 23.00 | 9,062.00 | 18.00 | 7,092.00 | ||||
| 707-03 | combination concrete curb & gutter | 815.6 | LNFT | 35.00 | 28,546.00 | 24.00 | 19,574.40 | ||||
| 708-01 | right-of-way monument | 148 | EACH | 350.00 | 51,800.00 | 120.00 | 17,760.00 | ||||
| 708-02 | right-of-way monument witness post | 148 | EACH | 350.00 | 51,800.00 | 85.00 | 12,580.00 | ||||
| 711-01-C | riprap (30 lb, 14"thick) | 92 | SQYD | 75.00 | 6,900.00 | 100.00 | 9,200.00 | ||||
| 711-04 | geotextile fabric | 92 | SQYD | 12.00 | 1,104.00 | 5.00 | 460.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 1,000,000.00 | 1,000,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.372 | MILE | 600.00 | 823.20 | 250.00 | 343.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.536 | MILE | 4,000.00 | 2,144.00 | 5,000.00 | 2,680.00 | ||||
| 716-01-A | mulch (vegetative) | 141.16 | ACRE | 600.00 | 84,696.00 | 500.00 | 70,580.00 | ||||
| 717-01 | seeding | 2,824 | LB | 11.00 | 31,064.00 | 9.00 | 25,416.00 | ||||
| 718-01 | fertilizer | 141,162 | LB | 0.40 | 56,464.80 | 0.30 | 42,348.60 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 27,000.00 | 27,000.00 | ||||
| 725-01 | temporary detour roads | 550.0 | LNFT | 200.00 | 110,000.00 | 350.00 | 192,500.00 | ||||
| 726-01 | bedding material | 437.9 | CUYD | 100.00 | 43,790.00 | 85.00 | 37,221.50 | ||||
| 727-01 | mobilization | lump | LUMP | 1,600,000.00 | 1,600,000.00 | 1,500,000.00 | 1,500,000.00 | ||||
| 728-01-A | jack or bored pipe (24" rcp/pcp) | 89.0 | LNFT | 550.00 | 48,950.00 | 450.00 | 40,050.00 | ||||
| 728-01-B | jack or bored pipe (36" rcp/pcp) | 160.0 | LNFT | 750.00 | 120,000.00 | 600.00 | 96,000.00 | ||||
| 729-19-A | dead end roadway installation (type a) | 8 | EACH | 4,000.00 | 32,000.00 | 2,850.00 | 22,800.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,347 | EACH | 6.00 | 14,082.00 | 5.50 | 12,908.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 37.833 | MILE | 2,500.00 | 94,582.50 | 2,600.00 | 98,365.80 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.760 | MILE | 4,000.00 | 3,040.00 | 15,000.00 | 11,400.00 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.114 | MILE | 12,000.00 | 1,368.00 | 40,000.00 | 4,560.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 9 | EACH | 150.00 | 1,350.00 | 350.00 | 3,150.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 5 | EACH | 200.00 | 1,000.00 | 350.00 | 1,750.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 11 | EACH | 200.00 | 2,200.00 | 350.00 | 3,850.00 | ||||
| 732-05 | removal of existing markings | 22.988 | MILE | 6,000.00 | 137,928.00 | 650.00 | 14,942.20 | ||||
| 735-01 | mailboxes | 20 | EACH | 100.00 | 2,000.00 | 5.00 | 100.00 | ||||
| 735-02 | mailbox supports (single) | 20 | EACH | 200.00 | 4,000.00 | 175.00 | 3,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 240,000.00 | 240,000.00 | 400,000.00 | 400,000.00 | ||||
| 742-02 | adjusting sanitary sewer house connections | 2 | EACH | 2,000.00 | 4,000.00 | 1,250.00 | 2,500.00 | ||||
| 744-01 | traffic contraol management | lump | LUMP | 80,000.00 | 80,000.00 | 125,000.00 | 125,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 9.98 | CUYD | 1,500.00 | 14,970.00 | 1,200.00 | 11,976.00 | ||||
| 805-12-E-01 | reinforced concrete box culverts (4'x 4')(extension) | 26.0 | LNFT | 500.00 | 13,000.00 | 700.00 | 18,200.00 | ||||
| 806-01 | deformed reinforcing steel | 1,297 | LB | 2.00 | 2,594.00 | 6.00 | 7,782.00 | ||||
| S-001 | rumble strips (ground-in) | 17.0 | MILE | 1,000.00 | 17,000.00 | 600.00 | 10,200.00 | ||||
| S-002 | saw cut existing concrete | 8,572 | LNFT | 5.00 | 42,860.00 | 2.00 | 17,144.00 | ||||
| SUBTOTAL GENERAL | 9,081,283.75 | 10,078,141.65 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
51,706.3 | SQYD | 18.00 | 930,713.40 | 19.50 | 1,008,272.85 | ||||
| 302-02-C-02 | class ii base course (10" thick)(soil cement) | 172,762.1 | SQYD | 12.00 | 2,073,145.20 | 11.50 | 1,986,764.15 | ||||
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,814.7 | SQYD | 9.00 | 1,537,332.30 | 9.00 | 1,537,332.30 | ||||
| 502-01 | superpave asphaltic concrete | 50,950.6 | TON | 69.00 | 3,515,591.40 | 53.00 | 2,700,381.80 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
7,647.6 | TON | 89.00 | 680,636.40 | 85.00 | 650,046.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 15.119 | MILE | 1,000.00 | 15,119.00 | 1,250.00 | 18,898.75 | ||||
| SUBTOTAL ALT A1 | 8,752,537.70 | 7,901,695.85 | |||||||||
| ALTERNATE A2 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
51,706.3 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,814.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 172,762.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,926.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
988.0 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 136,427.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
22,922.4 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-04 | portland cement concrete pavement coring | 210 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pvmt striping (broken line)(4"width) | 7.395 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type 5) |
7.724 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| CONTRACTOR TOTAL | 17,833,821.45 | 17,979,837.50 | |||||||||