| |||
| Lead Project: 014-03-0022 | |||
| Parish: ALLEN | |||
| Routes: US 165 | |||
| Description: KINDER - OBERLIN | |||
| Type Const:
grading, drainage structures, lime trmt, subgrade layer, class ii bc, superpave acp (a-1), pccp (alt. a-2), concrete slab span bridge and related work | |||
| Estimated Construction Cost: $33,380,549.57 | |||
| Maximum Number of Days Allowed for Construction: 950 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $30,166,026.30 | 825 | $1,359,000 | $32,350,026.30 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $33,079,074.67 | 950 | $1,359,000 | $35,388,074.67 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $39,565,726.60 | 950 | $2,614,800 | $43,130,526.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - H & S CONSTRUCTION CO., INC. |
- 3 - AUSTIN BRIDGE & ROAD, LP |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 600,000.00 | 600,000.00 | 985,000.00 | 985,000.00 | 1,100,000.00 | 1,100,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | 23,000.00 | 23,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta. 254+80; 4-9' x 9' x 85') |
1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 67,000.00 | 67,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta. 284+21; 2-9' x 9' x 65') |
1 | EACH | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 26,000.00 | 26,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 2,643 | SQYD | 5.50 | 14,536.50 | 8.00 | 21,144.00 | 28.00 | 74,004.00 | ||
| 202-02-E | removal of concrete curbs | 1,295.2 | LNFT | 7.50 | 9,714.00 | 8.00 | 10,361.60 | 23.00 | 29,789.60 | ||
| 202-02-G | removal of surfacing & stabilized base | 27,332.0 | SQYD | 4.00 | 109,328.00 | 6.00 | 163,992.00 | 3.90 | 106,594.80 | ||
| 202-02-H | removal of guard rail (lt. of sta. 555+12) | 524 | LNFT | 5.00 | 2,620.00 | 8.00 | 4,192.00 | 11.00 | 5,764.00 | ||
| 202-02-I | removal of ornamental fence (lt. of sta. 393+26.54 to sta. 403+38.13) |
1,121 | LNFT | 15.00 | 16,815.00 | 10.00 | 11,210.00 | 56.00 | 62,776.00 | ||
| 202-02-J | removal of above ground propane storage tank (lt. of sta. 219+94) |
1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-01 | removal of 40' x 35' railroad caboose with wooden addition (lt. of sta. 220+00) |
1 | EACH | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-02 | removal of 62' x 39' wood frame & metal shed on piers (lt. of sta. 233+15) |
1 | EACH | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 7,000.00 | 7,000.00 | ||
| 202-02-03 | removal of dilapidated school bus (lt. of sta. 235+05) | 1 | EACH | 500.00 | 500.00 | 500.00 | 500.00 | 280.00 | 280.00 | ||
| 202-02-04 | removal of 14' x 75' mobile home (lt. of sta. 242+57) | 1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-05 | removal of 12' x 56' mobile home (lt. of sta. 243+58) | 1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-06 | removal of 18' x 20' metal shed (lt. of sta. 269+92) | 1 | EACH | 500.00 | 500.00 | 100.00 | 100.00 | 390.00 | 390.00 | ||
| 202-02-07 | removal of 30' x 40' wood frame builing on piers (lt. of sta. 270+00) |
1 | EACH | 3,500.00 | 3,500.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-08 | removal of 14' x 20' metal shed (lt. of sta. 270+12) | 1 | EACH | 400.00 | 400.00 | 100.00 | 100.00 | 340.00 | 340.00 | ||
| 202-02-09 | removal of 14' x 20' metal shed (lt. of sta. 270+78) | 1 | EACH | 400.00 | 400.00 | 100.00 | 100.00 | 340.00 | 340.00 | ||
| 202-02-10 | removal of 35' x 60' wood frame building on piers (lt. of sta. 278+00) |
1 | EACH | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-11 | removal of 30' x 70' brick residence on slab (lt. of sta. 294+00) (contains non-friable asbestos) |
1 | EACH | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 33,000.00 | 33,000.00 | ||
| 202-02-12 | removal of 44' x 16' wood frame residence on piers (lt. of sta. 303+00) |
1 | EACH | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-13 | removal of 22' x 18' metal shed (lt. of sta. 303+50) | 1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 4,500.00 | 4,500.00 | ||
| 202-02-14 | removal of 66' x 29' brick residence on slab (lt. of sta. 304+00) |
1 | EACH | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-15 | removal of 40' x 25' wood frame residence on slab (lt. of sta. 305+50) (contains non-friable asbestos) |
1 | EACH | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 16,000.00 | 16,000.00 | ||
| 202-02-16 | removal of 26' x 12' wood frame shed (lt. of sta. 306+00) |
1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 880.00 | 880.00 | ||
| 202-02-17 | removal of 15' x 25' wood frame cabins on piers (lt. of sta. 313+00) |
4 | EACH | 2,000.00 | 8,000.00 | 10.00 | 40.00 | 110.00 | 440.00 | ||
| 202-02-18 | removal of 135' x 30' metal gas station canopy (lt. of sta. 325+50) |
1 | EACH | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-19 | removal of sewer treatment plant (lt. of sta. 389+00) | 1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-20 | removal of sewer treatment plant (lt. of sta. 393+00) | 1 | EACH | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-21 | removal of 28' x 30' storage building (lt. of sta 458+00) |
1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 950.00 | 950.00 | ||
| 202-02-22 | removal of 17' x 8' metal shed (lt. of sta. 458+00) | 1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 160.00 | 160.00 | ||
| 202-02-23 | removal of 90' x 50' wood frame residence on slab (lt. of sta. 459+50) |
1 | EACH | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 13,000.00 | 13,000.00 | ||
| 202-02-24 | removal of 45' x 78' brick residence on slab (lt. of sta. 572+00) (contains non-friable asbestos) |
1 | EACH | 8,500.00 | 8,500.00 | 4,500.00 | 4,500.00 | 56,000.00 | 56,000.00 | ||
| 202-02-25 | removal of 90' x 38' tin building on slab (lt. of sta. 575+00) |
1 | EACH | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 | 8,000.00 | 8,000.00 | ||
| 202-02-26 | removal of 22' x 33' wood frame residence on piers (lt. of sta. 595+00) |
1 | EACH | 4,000.00 | 4,000.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-27 | removal of 18' x 58' wood frame residence on piers (lt. of sta. 597+50) |
1 | EACH | 4,500.00 | 4,500.00 | 500.00 | 500.00 | 3,000.00 | 3,000.00 | ||
| 202-02-28 | removal of 60' x 60' wood frame residence on piers (lt. of sta. 599+50) (contains non-friable asbestos) |
1 | EACH | 9,000.00 | 9,000.00 | 500.00 | 500.00 | 57,000.00 | 57,000.00 | ||
| 202-02-29 | removal of 30' x 50' wood frame residence on piers (lt. of sta. 601+00) |
1 | EACH | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 4,000.00 | 4,000.00 | ||
| 202-03-01 | relocation of assorted shrubbery (lt. of sta. 348+00 to sta. 363+50) |
120 | EACH | 25.00 | 3,000.00 | 100.00 | 12,000.00 | 230.00 | 27,600.00 | ||
| 202-03-02 | relocation of gate (lt. of sta. 542+08) | 1 | EACH | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | ||
| 203-01 | general excavation | 104,521 | CUYD | 3.85 | 402,405.85 | 5.75 | 600,995.75 | 4.20 | 438,988.20 | ||
| 203-02 | drainage excavation | 11,587 | CUYD | 7.75 | 89,799.25 | 14.00 | 162,218.00 | 7.00 | 81,109.00 | ||
| 203-03 | muck excavation | 21,000 | CUYD | 7.00 | 147,000.00 | 9.00 | 189,000.00 | 8.00 | 168,000.00 | ||
| 203-04 | embankment | 231,197 | CUYD | 9.00 | 2,080,773.00 | 11.00 | 2,543,167.00 | 14.00 | 3,236,758.00 | ||
| 203-09 | geotexile fabric | 3,652 | SQYD | 1.60 | 5,843.20 | 2.00 | 7,304.00 | 2.70 | 9,860.40 | ||
| 204-02 | temporary hay or straw bales | 742 | EACH | 20.00 | 14,840.00 | 7.50 | 5,565.00 | 9.00 | 6,678.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 200.00 | 2,000.00 | 125.00 | 1,250.00 | 110.00 | 1,100.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 25 | EACH | 700.00 | 17,500.00 | 1,000.00 | 25,000.00 | 110.00 | 2,750.00 | ||
| 204-06 | temporary silt fencing | 3,247 | LNFT | 2.00 | 6,494.00 | 1.45 | 4,708.15 | 2.30 | 7,468.10 | ||
| 204-07 | temporary stone construction entrance | 8 | EACH | 2,000.00 | 16,000.00 | 3,000.00 | 24,000.00 | 3,000.00 | 24,000.00 | ||
| 304-05 | lime treatment (type e) | 1,154.00 | TON | 50.00 | 57,700.00 | 130.00 | 150,020.00 | 250.00 | 288,500.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
423 | CUYD | 125.00 | 52,875.00 | 80.00 | 33,840.00 | 92.00 | 38,916.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 450.0 | CUYD | 75.00 | 33,750.00 | 100.00 | 45,000.00 | 92.00 | 41,400.00 | ||
| 701-01-F | cross drain pipe (15" rcp/pcp) | 2,363 | LNFT | 82.00 | 193,766.00 | 80.00 | 189,040.00 | 59.00 | 139,417.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 164 | LNFT | 100.00 | 16,400.00 | 90.00 | 14,760.00 | 79.00 | 12,956.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 253 | LNFT | 125.00 | 31,625.00 | 100.00 | 25,300.00 | 96.00 | 24,288.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 156 | LNFT | 130.00 | 20,280.00 | 150.00 | 23,400.00 | 120.00 | 18,720.00 | ||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 288 | LNFT | 150.00 | 43,200.00 | 175.00 | 50,400.00 | 170.00 | 48,960.00 | ||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 78 | LNFT | 250.00 | 19,500.00 | 220.00 | 17,160.00 | 160.00 | 12,480.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 806 | LNFT | 80.00 | 64,480.00 | 50.00 | 40,300.00 | 59.00 | 47,554.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 204 | LNFT | 55.00 | 11,220.00 | 60.00 | 12,240.00 | 62.00 | 12,648.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 4,823 | LNFT | 65.00 | 313,495.00 | 70.00 | 337,610.00 | 79.00 | 381,017.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 6,050 | LNFT | 80.00 | 484,000.00 | 80.00 | 484,000.00 | 96.00 | 580,800.00 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 128 | LNFT | 150.00 | 19,200.00 | 110.00 | 14,080.00 | 120.00 | 15,360.00 | ||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 6,451 | LNFT | 110.00 | 709,610.00 | 120.00 | 774,120.00 | 170.00 | 1,096,670.00 | ||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 1,797 | LNFT | 130.00 | 233,610.00 | 180.00 | 323,460.00 | 190.00 | 341,430.00 | ||
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 2,373 | LNFT | 140.00 | 332,220.00 | 140.00 | 332,220.00 | 160.00 | 379,680.00 | ||
| 701-05-F | side drain pipe (15" rcp/pcp) | 160 | LNFT | 50.00 | 8,000.00 | 50.00 | 8,000.00 | 59.00 | 9,440.00 | ||
| 701-05-G | side drain pipe (18" rcp/pcp) | 1,171 | LNFT | 72.00 | 84,312.00 | 60.00 | 70,260.00 | 62.00 | 72,602.00 | ||
| 701-05-I | side drain pipe (24" rcp/pcp) | 636 | LNFT | 75.00 | 47,700.00 | 70.00 | 44,520.00 | 79.00 | 50,244.00 | ||
| 701-05-I-01 | side drain pipe (24")(erosion) | 130 | LNFT | 62.00 | 8,060.00 | 70.00 | 9,100.00 | 79.00 | 10,270.00 | ||
| 701-05-K | side drain pipe (30" rcp/pcp) | 168 | LNFT | 125.00 | 21,000.00 | 80.00 | 13,440.00 | 96.00 | 16,128.00 | ||
| 701-05-K-01 | side drain pipe (30")(erosion) | 44 | LNFT | 82.00 | 3,608.00 | 80.00 | 3,520.00 | 96.00 | 4,224.00 | ||
| 701-05-M-01 | side drain pipe (36")(erosion) | 96 | LNFT | 120.00 | 11,520.00 | 90.00 | 8,640.00 | 120.00 | 11,520.00 | ||
| 701-15 | concrete collar | 1 | EACH | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | ||
| 702-02-B | manholes (r-cb-11) | 3 | EACH | 3,200.00 | 9,600.00 | 3,000.00 | 9,000.00 | 14,000.00 | 42,000.00 | ||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 | 14,000.00 | 28,000.00 | ||
| 702-02-G | manholes (special detail) | 12 | EACH | 9,000.00 | 108,000.00 | 8,000.00 | 96,000.00 | 14,000.00 | 168,000.00 | ||
| 702-03-A | catch basins (cb-01) | 53 | EACH | 3,000.00 | 159,000.00 | 3,000.00 | 159,000.00 | 3,000.00 | 159,000.00 | ||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 3,600.00 | 7,200.00 | 4,000.00 | 8,000.00 | 7,000.00 | 14,000.00 | ||
| 702-03-C | catch basins (cb-06) | 2 | EACH | 6,200.00 | 12,400.00 | 4,000.00 | 8,000.00 | 7,000.00 | 14,000.00 | ||
| 702-03-I | catch basins (special detail) | 32 | EACH | 10,000.00 | 320,000.00 | 10,000.00 | 320,000.00 | 12,000.00 | 384,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 146.0 | LNFT | 35.00 | 5,110.00 | 31.50 | 4,599.00 | 35.00 | 5,110.00 | ||
| 704-03 | blocked out guard rail | 1,401.3 | LNFT | 16.00 | 22,420.80 | 15.50 | 21,720.15 | 17.00 | 23,822.10 | ||
| 704-06 | guard rail anchor sections (trailing end) | 12.5 | LNFT | 70.00 | 875.00 | 67.00 | 837.50 | 75.00 | 937.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 150.0 | LNFT | 55.00 | 8,250.00 | 49.00 | 7,350.00 | 55.00 | 8,250.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 1,850.00 | 7,400.00 | 20,000.00 | 80,000.00 | ||
| 705-01 | barbed wire fence | 11,676 | LNFT | 5.50 | 64,218.00 | 6.00 | 70,056.00 | 6.00 | 70,056.00 | ||
| 705-02 | combination mesh & barbed wire fence | 1,291 | LNFT | 6.00 | 7,746.00 | 8.00 | 10,328.00 | 6.00 | 7,746.00 | ||
| 705-06-A | chain link fence (4-foot height) | 302 | LNFT | 13.00 | 3,926.00 | 15.00 | 4,530.00 | 20.00 | 6,040.00 | ||
| 705-06-C | chain link fence (6-foot height) | 1,881 | LNFT | 22.00 | 41,382.00 | 21.00 | 39,501.00 | 24.00 | 45,144.00 | ||
| 705-09 | rebuilt fence | 787 | LNFT | 30.00 | 23,610.00 | 20.00 | 15,740.00 | 51.00 | 40,137.00 | ||
| 706-02-C | concrete drive (6" thick) | 2,732.8 | SQYD | 55.00 | 150,304.00 | 45.00 | 122,976.00 | 43.00 | 117,510.40 | ||
| 706-03-C | incidental concrete paving (6" thick) | 50.3 | SQYD | 180.00 | 9,054.00 | 45.00 | 2,263.50 | 96.00 | 4,828.80 | ||
| 708-01 | right-of-way monument | 116 | EACH | 350.00 | 40,600.00 | 180.00 | 20,880.00 | 210.00 | 24,360.00 | ||
| 708-02 | right-of-way monument witness post | 116 | EACH | 350.00 | 40,600.00 | 180.00 | 20,880.00 | 210.00 | 24,360.00 | ||
| 709-01 | steel cattle guard | 1 | EACH | 13,000.00 | 13,000.00 | 14,000.00 | 14,000.00 | 9,000.00 | 9,000.00 | ||
| 711-01-D | riprap (55 lb, 18" thick) | 4,775 | SQYD | 60.00 | 286,500.00 | 55.00 | 262,625.00 | 73.00 | 348,575.00 | ||
| 711-04 | geotextile fabric | 4,775 | SQYD | 2.00 | 9,550.00 | 2.00 | 9,550.00 | 2.30 | 10,982.50 | ||
| 712-04 | flexible revetment | 1,150 | SQYD | 55.00 | 63,250.00 | 50.00 | 57,500.00 | 45.00 | 51,750.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 185,000.00 | 185,000.00 | 250,000.00 | 250,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
6.873 | MILE | 16,000.00 | 109,968.00 | 15,000.00 | 103,095.00 | 10,000.00 | 68,730.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
52 | EACH | 350.00 | 18,200.00 | 180.00 | 9,360.00 | 320.00 | 16,640.00 | ||
| 716-01-A | mulch (vegetative) | 133.00 | ACRE | 650.00 | 86,450.00 | 650.00 | 86,450.00 | 680.00 | 90,440.00 | ||
| 717-01 | seeding | 3,990 | LB | 6.50 | 25,935.00 | 7.50 | 29,925.00 | 9.00 | 35,910.00 | ||
| 718-01 | fertilizer | 133,000 | LB | 0.40 | 53,200.00 | 0.25 | 33,250.00 | 0.35 | 46,550.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 3,659 | SQYD | 1.10 | 4,024.90 | 1.10 | 4,024.90 | 2.80 | 10,245.20 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 425 | SQYD | 2.60 | 1,105.00 | 2.50 | 1,062.50 | 3.10 | 1,317.50 | ||
| 721-01 | asphalt mulch | 4,423 | GAL | 1.60 | 7,076.80 | 2.50 | 11,057.50 | 2.30 | 10,172.90 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 60,000.00 | 60,000.00 | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 1,039 | SQYD | 80.00 | 83,120.00 | 100.00 | 103,900.00 | 95.00 | 98,705.00 | ||
| 725-02 | temporary detour roads | 1,204.4 | SQYD | 90.00 | 108,396.00 | 100.00 | 120,440.00 | 80.00 | 96,352.00 | ||
| 726-01 | bedding material | 9,933.4 | CUYD | 75.00 | 745,005.00 | 55.00 | 546,337.00 | 73.00 | 725,138.20 | ||
| 727-01 | mobilization | lump | LUMP | 2,800,000.00 | 2,800,000.00 | 3,100,000.00 | 3,100,000.00 | 3,800,000.00 | 3,800,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 53 | EACH | 75.00 | 3,975.00 | 70.00 | 3,710.00 | 78.00 | 4,134.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,744 | EACH | 5.00 | 18,720.00 | 6.00 | 22,464.00 | 7.00 | 26,208.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 36.827 | MILE | 2,300.00 | 84,702.10 | 2,200.00 | 81,019.40 | 3,000.00 | 110,481.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.312 | MILE | 4,500.00 | 1,404.00 | 4,300.00 | 1,341.60 | 13,000.00 | 4,056.00 | ||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.305 | MILE | 13,000.00 | 3,965.00 | 12,800.00 | 3,904.00 | 24,000.00 | 7,320.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 25 | EACH | 160.00 | 4,000.00 | 145.00 | 3,625.00 | 340.00 | 8,500.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 19 | EACH | 160.00 | 3,040.00 | 165.00 | 3,135.00 | 340.00 | 6,460.00 | ||
| 732-05 | removal of existing markings | 8.604 | MILE | 4,200.00 | 36,136.80 | 6,000.00 | 51,624.00 | 4,000.00 | 34,416.00 | ||
| 735-01 | mailboxes | 30 | EACH | 50.00 | 1,500.00 | 6.00 | 180.00 | 17.00 | 510.00 | ||
| 735-02 | mailbox supports (single) | 21 | EACH | 150.00 | 3,150.00 | 145.00 | 3,045.00 | 160.00 | 3,360.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 210.00 | 630.00 | 250.00 | 750.00 | 230.00 | 690.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 450.00 | 450.00 | 360.00 | 360.00 | 440.00 | 440.00 | ||
| 740-01 | construction layout | lump | LUMP | 380,000.00 | 380,000.00 | 350,000.00 | 350,000.00 | 750,000.00 | 750,000.00 | ||
| 740-02 | utility oversight and coordination | lump | LUMP | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 140,000.00 | 140,000.00 | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | ||
| 803-03 | steel sheet pile wall | 25,470 | SQFT | 20.00 | 509,400.00 | 20.00 | 509,400.00 | 39.00 | 993,330.00 | ||
| 804-01-C | precast concrete piles (16") | 1,152 | LNFT | 62.00 | 71,424.00 | 55.00 | 63,360.00 | 63.00 | 72,576.00 | ||
| 805-01 | class a concrete | 15.92 | CUYD | 1,300.00 | 20,696.00 | 800.00 | 12,736.00 | 790.00 | 12,576.80 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 146.43 | CUYD | 1,100.00 | 161,073.00 | 1,000.00 | 146,430.00 | 2,000.00 | 292,860.00 | ||
| 805-01-F | class a concrete (bents) | 44.88 | CUYD | 825.00 | 37,026.00 | 750.00 | 33,660.00 | 790.00 | 35,455.20 | ||
| 805-03 | class aa concrete | 179.30 | CUYD | 550.00 | 98,615.00 | 650.00 | 116,545.00 | 680.00 | 121,924.00 | ||
| 805-12-A-01 | reinforced concrete box culverts (4'x 3')(extension) | 92.0 | LNFT | 300.00 | 27,600.00 | 300.00 | 27,600.00 | 450.00 | 41,400.00 | ||
| 805-12-B-01 | reinforced concrete box culverts (5'x 3')(extension) | 24.0 | LNFT | 700.00 | 16,800.00 | 650.00 | 15,600.00 | 560.00 | 13,440.00 | ||
| 805-12-C-01 | reinforced concrete box culverts (6'x 3')(extension) | 93.0 | LNFT | 400.00 | 37,200.00 | 400.00 | 37,200.00 | 620.00 | 57,660.00 | ||
| 805-12-E-01 | reinforced concrete box culverts (4'x 4')(extension) | 500.0 | LNFT | 450.00 | 225,000.00 | 400.00 | 200,000.00 | 510.00 | 255,000.00 | ||
| 805-12-I-01 | reinforced concrete box culverts (5'x 5')(extension) | 296.0 | LNFT | 460.00 | 136,160.00 | 500.00 | 148,000.00 | 560.00 | 165,760.00 | ||
| 805-12-V | reinforced concrete box culverts (9'x 9') | 768.0 | LNFT | 800.00 | 614,400.00 | 700.00 | 537,600.00 | 930.00 | 714,240.00 | ||
| 805-12-X | reinforced concrete box culverts (10'x 10') | 337.0 | LNFT | 1,000.00 | 337,000.00 | 900.00 | 303,300.00 | 1,100.00 | 370,700.00 | ||
| 805-12-Y-01 | reinforced concrete box culverts (2'x 2')(extension) | 9.0 | LNFT | 625.00 | 5,625.00 | 500.00 | 4,500.00 | 3,200.00 | 28,800.00 | ||
| 805-12-Z-01 | reinforced concrete box culverts (2'x 3')(extension) | 5.0 | LNFT | 1,000.00 | 5,000.00 | 700.00 | 3,500.00 | 4,000.00 | 20,000.00 | ||
| 806-01 | deformed reinforcing steel | 56,226 | LB | 0.85 | 47,792.10 | 1.50 | 84,339.00 | 3.20 | 179,923.20 | ||
| 807-06 | structural metalwork | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 101,000.00 | 101,000.00 | ||
| 810-01 | concrete railing (barrier) | 200.00 | LNFT | 48.00 | 9,600.00 | 80.00 | 16,000.00 | 68.00 | 13,600.00 | ||
| 813-01 | concrete approach slabs | 364.44 | SQYD | 185.00 | 67,421.40 | 185.00 | 67,421.40 | 200.00 | 72,888.00 | ||
| S-001 | rumble strips (ground-in) | 17.2 | MILE | 1,100.00 | 18,920.00 | 800.00 | 13,760.00 | 910.00 | 15,652.00 | ||
| S-002 | dynamic message sign unit | 2 | EACH | 24,000.00 | 48,000.00 | 25,000.00 | 50,000.00 | 37,000.00 | 74,000.00 | ||
| S-003 | sawcutting of asphaltic concrete pavement - full depth | 7,100 | LNFT | 2.00 | 14,200.00 | 6.00 | 42,600.00 | 3.70 | 26,270.00 | ||
| S-004 | sawcutting of concrete pavement - full depth | 270 | LNFT | 7.00 | 1,890.00 | 12.00 | 3,240.00 | 3.70 | 999.00 | ||
| S-005 | traffic maintenance superpave asphaltic concrete | 115.0 | TON | 82.00 | 9,430.00 | 100.00 | 11,500.00 | 150.00 | 17,250.00 | ||
| S-006 | plugging existing water wells | 1 | EACH | 1,100.00 | 1,100.00 | 500.00 | 500.00 | 6,000.00 | 6,000.00 | ||
| S-007 | lightweight aggregate backfill | 4,512.0 | TON | 100.00 | 451,200.00 | 82.00 | 369,984.00 | 40.00 | 180,480.00 | ||
| S-008 | precast concrete sheet pile wall cap | 919 | LNFT | 150.00 | 137,850.00 | 150.00 | 137,850.00 | 290.00 | 266,510.00 | ||
| S-101 | retroreflective sheeting panels | lump | LUMP | 1,600.00 | 1,600.00 | 4,000.00 | 4,000.00 | 960.00 | 960.00 | ||
| SUBTOTAL GENERAL | 16,197,571.70 | 17,421,798.95 | 21,560,883.40 | ||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 4,778 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 58.00 | 277,124.00 | ||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
162,875.2 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 19.00 | 3,094,628.80 | ||
| 302-02-E-01 | class ii base course (7" thick)(stone or recycled pccp) | 15,614.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 18.00 | 281,053.80 | ||
| 302-02-F-01 | class ii base course (17" thick)(stone or recycled pccp) |
46,162.2 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 24.00 | 1,107,892.80 | ||
| 305-01-D | subgrade layer (12" thick)(6% cement treated) | 224,282 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 6.00 | 1,345,692.00 | ||
| 502-01 | superpave asphaltic concrete | 71,624.9 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 130.00 | 9,311,237.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
14,987.8 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 160.00 | 2,398,048.00 | ||
| 707-01 | concrete curb | 452.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 14.00 | 6,336.40 | ||
| 707-03 | combination concrete curb and gutter | 384.3 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 28.00 | 10,760.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 17.207 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 10,000.00 | 172,070.00 | ||
| SUBTOTAL ALT A1 | 18,004,843.20 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 4,775 | CUYD | 100.00 | 477,500.00 | 80.00 | 382,000.00 | 0.00 | 0.00 | ||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
163,320.2 | SQYD | 14.00 | 2,286,482.80 | 22.50 | 3,674,704.50 | 0.00 | 0.00 | ||
| 302-02-E-01 | class ii base course (7" thick)(stone or recycled pccp) | 15,565.4 | SQYD | 12.00 | 186,784.80 | 16.50 | 256,829.10 | 0.00 | 0.00 | ||
| 302-02-F-01 | class ii base course (17" thick)(stone or recycled pccp) |
45,837.6 | SQYD | 28.00 | 1,283,452.80 | 33.50 | 1,535,559.60 | 0.00 | 0.00 | ||
| 305-01-D | subgrade layer (12" thick)(6% cement treated) | 224,354 | SQYD | 7.00 | 1,570,478.00 | 7.00 | 1,570,478.00 | 0.00 | 0.00 | ||
| 502-01 | superpave asphaltic concrete | 4,425.9 | TON | 88.00 | 389,479.20 | 90.00 | 398,331.00 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,053.5 | TON | 120.00 | 246,420.00 | 105.00 | 215,617.50 | 0.00 | 0.00 | ||
| 601-01-I | portland cement concrete pavement (9" thick) | 135,754.6 | SQYD | 42.00 | 5,701,693.20 | 44.00 | 5,973,202.40 | 0.00 | 0.00 | ||
| 601-02-I | portland cement concrete pavement (9" thick) (crossovers & turnouts) |
26,796.8 | SQYD | 65.00 | 1,741,792.00 | 59.00 | 1,581,011.20 | 0.00 | 0.00 | ||
| 601-04 | portland cement concrete pavement coring | 205 | EACH | 90.00 | 18,450.00 | 100.00 | 20,500.00 | 0.00 | 0.00 | ||
| 707-01 | concrete curb | 836.9 | LNFT | 14.00 | 11,716.60 | 11.00 | 9,205.90 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.604 | MILE | 800.00 | 6,883.20 | 630.00 | 5,420.52 | 0.00 | 0.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
8.604 | MILE | 5,500.00 | 47,322.00 | 4,000.00 | 34,416.00 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A2 | 13,968,454.60 | 15,657,275.72 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 30,166,026.30 | 33,079,074.67 | 39,565,726.60 | ||||||||
| Number of Days Bid at $1,000 per day. | 825 | 825,000.00 | 950 | 950,000.00 | 950 | 950,000.00 | |||||
| Life Cycle Cost | 1,359,000.00 | 1,359,000.00 | 2,614,800.00 | ||||||||
| TOTAL BID | 32,350,026.30 | 35,388,074.67 | 43,130,526.60 | ||||||||