| Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
| 001.06.002 | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,500) |
0.22
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| 001.06.003 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.09
| 2 | MTH | $500.00 | $500.00 |
$1,000.00
| $500.00 | $500.00 |
| 001.06.007 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.09
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.07.005 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $2,500) |
0.22
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
4.44
| 1 | LS | $25,000.00 | $50,000.00 |
$50,000.00
| $65,955.56 | $39,000.00 |
| 001.08.005 | OFFICE FACILITIES |
2.67
| 2 | MTH | $3,500.00 | $15,000.00 |
$30,000.00
| $12,333.33 | $10,000.00 |
| 001.09.003 | MOBILIZATION |
9.78
| 1 | LS | $127,000.00 | $110,000.00 |
$110,000.00
| $129,238.17 | $130,600.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
8.93
| 335 | CY | $300.00 | $300.00 |
$100,500.00
| $424.83 | $400.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
2.67
| 60 | CY | $325.00 | $500.00 |
$30,000.00
| $550.06 | $500.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
12.02
| 902 | CY | $175.00 | $150.00 |
$135,300.00
| $141.67 | $150.00 |
| 300.10.003 | STABILIZATION GEOTEXTILE |
0.67
| 1518 | SY | $10.00 | $5.00 |
$7,590.00
| $16.31 | $15.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
4.72
| 236 | CY | $190.00 | $225.00 |
$53,100.00
| $207.22 | $174.00 |
| 302.06.003 | PCC PAVEMENT |
23.76
| 382 | CY | $1,025.00 | $700.00 |
$267,400.00
| $1,073.47 | $900.00 |
| 304.03.015 | CONST & REMOVE TEMP CHAIN LINK FENCE |
2.20
| 496 | LF | $40.00 | $50.00 |
$24,800.00
| $36.78 | $29.00 |
| 601.09.011 | TRAFFIC CONTROL |
10.48
| 1 | LS | $25,000.00 | $117,932.00 |
$117,932.00
| $82,644.44 | $50,000.00 |
| 601.09.015 | TEMPORARY RAILING (TYPE K) |
2.75
| 476 | LF | $95.00 | $65.00 |
$30,940.00
| $111.14 | $104.50 |
| | 5' X 10' X 1" THICK STEEL PLATE (STAGING AREA) |
8.07
| 12978 | SF | $27.00 | $7.00 |
$90,846.00
| $12.36 | $11.60 |
| | REINFORCED POLYETHYLENE GEOMEMBRANE |
3
| 11264 | SF | $5.00 | $3.00 |
$33,792.00
| $7.51 | $3.00 |
| | UNCLASSIFIED EXCAVATION (STAGING AREA) |
3.21
| 361 | CY | $175.00 | $100.00 |
$36,100.00
| $181.94 | $170.00 |
| | Total Percent | 100 | | | | Total Amount | $1,125,300.00 | | |
