| 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) |
0.64
| 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) |
0.38
| 3 | MTH | $500.00 | $500.00 |
$1,500.00
| $500.00 | $500.00 |
| 001.06.007 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.26
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.07.003 | IMPLEMENTATION OF BMPS |
0.46
| 1 | LS | $5,000.00 | $1,814.00 |
$1,814.00
| $7,446.00 | $8,000.00 |
| 001.07.009 | RESTORATION OF EXISTING IMPROVEMENTS |
4.96
| 1 | LS | $20,000.00 | $19,432.00 |
$19,432.00
| $29,542.44 | $15,000.00 |
| 001.07.021 | SHORING OF OPEN EXCAVATIONS |
2.26
| 1 | LS | $45,000.00 | $8,874.00 |
$8,874.00
| $14,419.33 | $12,000.00 |
| 001.08.005 | OFFICE FACILITIES |
1.22
| 4 | MTH | $5,000.00 | $1,200.00 |
$4,800.00
| $6,211.11 | $5,000.00 |
| 001.09.003 | MOBILIZATION |
6.43
| 1 | LS | $55,000.00 | $25,200.00 |
$25,200.00
| $37,188.89 | $28,000.00 |
| 300.01.003 | CLEARING AND GRUBBING |
1.30
| 1 | LS | $2,000.00 | $5,108.00 |
$5,108.00
| $15,934.22 | $19,500.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.03
| 1 | EA | $500.00 | $100.00 |
$100.00
| $3,651.11 | $2,600.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.71
| 8 | CY | $500.00 | $347.00 |
$2,776.00
| $359.67 | $347.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
1.63
| 30 | CY | $300.00 | $213.00 |
$6,390.00
| $198.67 | $213.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.72
| 20 | CY | $200.00 | $142.00 |
$2,840.00
| $179.67 | $150.00 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
0.08
| 1 | CY | $500.00 | $300.00 |
$300.00
| $1,336.67 | $1,500.00 |
| 302.05.013 | AC PAVEMENT |
1.57
| 14 | TON | $500.00 | $440.00 |
$6,160.00
| $547.78 | $450.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.22
| 2 | TON | $400.00 | $440.00 |
$880.00
| $901.11 | $650.00 |
| 303.01.309 | CATCH BASIN PER STD PLAN 300, W=7 |
6.31
| 2 | EA | $8,000.00 | $12,371.00 |
$24,742.00
| $10,952.33 | $10,800.00 |
| 303.01.309 | CATCH BASIN PER STD PLAN 300, W=14 |
4.57
| 1 | EA | $12,000.00 | $17,922.00 |
$17,922.00
| $14,913.56 | $15,800.00 |
| 303.01.339 | JUNCTION STRUCTURE PER STD PLAN 331 |
1.86
| 2 | EA | $10,000.00 | $3,635.00 |
$7,270.00
| $6,670.56 | $5,100.00 |
| 303.01.347 | MANHOLE PER STD PLAN 321 |
4.10
| 2 | EA | $12,000.00 | $8,038.00 |
$16,076.00
| $10,332.00 | $8,038.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
2.87
| 52 | LF | $100.00 | $216.00 |
$11,232.00
| $144.33 | $125.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
0.17
| 3 | LF | $100.00 | $216.00 |
$648.00
| $302.67 | $216.00 |
| 306.01.011 | SUPPORT FOR 8" WATERLINE |
0.23
| 1 | EA | $500.00 | $900.00 |
$900.00
| $3,755.56 | $2,500.00 |
| 306.01.129 | 30" RCP, 2000 D |
30.85
| 407 | LF | $495.00 | $297.00 |
$120,879.00
| $421.22 | $450.00 |
| 306.01.129 | 18" RCP, 2000 D |
6.43
| 86 | LF | $400.00 | $293.00 |
$25,198.00
| $375.33 | $400.00 |
| 306.01.380 | 30" CONCRETE COLLAR |
0.28
| 1 | EA | $5,000.00 | $1,080.00 |
$1,080.00
| $1,914.44 | $1,400.00 |
| 306.01.503 | RESTORATION OF PERMANENT SURFACING |
13.48
| 1 | LS | $30,000.00 | $52,833.00 |
$52,833.00
| $35,554.78 | $26,500.00 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0.03
| 1 | EA | $40.00 | $99.00 |
$99.00
| $5,280.44 | $100.00 |
| 601.09.011 | TRAFFIC CONTROL |
2.94
| 1 | LS | $35,000.00 | $11,508.00 |
$11,508.00
| $29,000.89 | $25,000.00 |
| | PCC BLANKET PROTECTION FOR 6" SEWER HOUSE CONNECTION |
1.29
| 5 | EA | $500.00 | $1,011.00 |
$5,055.00
| $1,951.22 | $2,000.00 |
| | REMODEL SEWER HOUSE CONNECTION |
1.45
| 1 | EA | $1,000.00 | $5,668.00 |
$5,668.00
| $6,079.78 | $5,668.00 |
| | PCC BLANKET PROTECTION FOR 8" SEWER MAIN LINE |
0.28
| 1 | EA | $1,000.00 | $1,101.00 |
$1,101.00
| $2,377.89 | $2,400.00 |
| | Total Percent | 100 | | | | Total Amount | $391,885.00 | | |
