| 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) |
0.03
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| 001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.09
| 16 | MTH | $500.00 | $500.00 |
$8,000.00
| $500.00 | $500.00 |
| 001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.01
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.06.011 | IMPLEMENTATION OF THE LTWHP |
0.07
| 1 | LS | $20,000.00 | $6,000.00 |
$6,000.00
| $22,000.00 | $25,000.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.06
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.36
| 1 | LS | $45,000.00 | $32,000.00 |
$32,000.00
| $30,666.67 | $32,000.00 |
| 001.08.005 | OFFICE FACILITIES |
0.61
| 18 | MTH | $7,000.00 | $3,000.00 |
$54,000.00
| $6,500.00 | $5,000.00 |
| 001.09.003 | MOBILIZATION |
9.60
| 1 | LS | $800,000.00 | $846,000.00 |
$846,000.00
| $772,000.00 | $820,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.32
| 31 | EA | $1,100.00 | $900.00 |
$27,900.00
| $933.33 | $900.00 |
| 300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.13
| 5 | EA | $2,400.00 | $2,300.00 |
$11,500.00
| $2,066.67 | $2,200.00 |
| 300.01.022 | CROWN REDUCTION, TREE (13" - 24" DIAMETER) |
0.26
| 25 | EA | $500.00 | $920.00 |
$23,000.00
| $790.00 | $740.00 |
| 300.01.042 | CROWN SHAPING, TREE (13" - 24" DIAMETER) |
0.01
| 1 | EA | $400.00 | $930.00 |
$930.00
| $793.33 | $740.00 |
| 300.01.056 | REMOVE EXISTING FENCE |
0.01
| 11 | LF | $25.00 | $110.00 |
$1,210.00
| $90.33 | $110.00 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.02
| 30 | LF | $50.00 | $50.00 |
$1,500.00
| $62.33 | $57.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
1.95
| 574 | CY | $290.00 | $300.00 |
$172,200.00
| $286.67 | $300.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
2.25
| 825 | CY | $190.00 | $240.00 |
$198,000.00
| $165.00 | $130.00 |
| 301.01.003 | UNCLASSIFIED EXCAVATION (ROADWAY) |
8.64
| 9513 | CY | $82.00 | $80.00 |
$761,040.00
| $90.33 | $80.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
1.98
| 874 | CY | $160.00 | $200.00 |
$174,800.00
| $159.00 | $192.00 |
| 301.03.010 | CSPB MIX DESIGN (STIPULATED UNIT PRICE OF $15,000) |
0.17
| 1 | LS | $15,000.00 | $15,000.00 |
$15,000.00
| $15,000.00 | $15,000.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 6" THICK |
11.04
| 129630 | SY | $7.50 | $7.50 |
$972,225.00
| $6.95 | $6.75 |
| 301.03.013 | PORTLAND CEMENT FOR CSPB |
4.98
| 1906 | TON | $250.00 | $230.00 |
$438,380.00
| $277.33 | $250.00 |
| 302.01.007 | COLD MILL AC PAVEMENT (> 1-1/2 - 3") |
3.94
| 1085013 | SF | $0.65 | $0.32 |
$347,204.16
| $0.34 | $0.32 |
| 302.01.009 | COLD MILL AC PAVEMENT (> 3") |
0.50
| 81043 | SF | $0.75 | $0.54 |
$43,763.22
| $0.55 | $0.54 |
| 302.05.023 | RECONSTRUCT MANHOLE |
2.70
| 119 | EA | $2,200.00 | $2,000.00 |
$238,000.00
| $2,533.33 | $2,400.00 |
| 302.06.003 | PCC PAVEMENT |
1.45
| 213 | CY | $500.00 | $600.00 |
$127,800.00
| $722.33 | $752.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
16.48
| 10446 | TON | $126.00 | $139.00 |
$1,451,994.00
| $147.67 | $150.00 |
| 302.09.005 | ASPHALT RUBBER HOT MIX (TEST STRIP) |
0.82
| 500 | TON | $140.00 | $145.00 |
$72,500.00
| $177.33 | $157.00 |
| 302.15.006 | CCPR AC PAVEMENT, 2.5" THICK |
10.89
| 129630 | SY | $11.00 | $7.40 |
$959,262.00
| $8.47 | $8.00 |
| 302.15.007 | EMULSIFIED RECYCLING AGENT |
4.53
| 562 | TON | $1,000.00 | $710.00 |
$399,020.00
| $753.33 | $760.00 |
| 302.15.011 | CCPRACP MIX DESIGN, SAMPLING, AND TESTING (STIPULATED UNIT PRICE OF $10000) |
0.11
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| 302.15.015 | PORTLAND CEMENT FOR CCPRACP |
0.53
| 168 | TON | $160.00 | $280.00 |
$47,040.00
| $290.00 | $290.00 |
| 303.01.309 | CATCH BASIN PER STD PLAN 300, W=21 |
0.27
| 1 | EA | $12,000.00 | $24,000.00 |
$24,000.00
| $25,333.33 | $24,000.00 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
0.50
| 617 | LF | $55.00 | $72.00 |
$44,424.00
| $63.33 | $60.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
0.02
| 25 | LF | $65.00 | $72.00 |
$1,800.00
| $144.67 | $80.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
1.34
| 1639 | LF | $60.00 | $72.00 |
$118,008.00
| $60.33 | $65.00 |
| 303.05.041 | LONGITUDINAL GUTTER |
0.30
| 30 | CY | $600.00 | $890.00 |
$26,700.00
| $856.00 | $890.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
2.75
| 16152 | SF | $8.00 | $15.00 |
$242,280.00
| $12.10 | $12.00 |
| 303.05.050 | PCC CURB RAMPS |
2
| 98 | CY | $1,000.00 | $1,800.00 |
$176,400.00
| $1,324.33 | $1,250.00 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
0.03
| 148 | SF | $13.00 | $19.00 |
$2,812.00
| $27.67 | $19.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.67
| 1050 | SF | $60.00 | $56.00 |
$58,800.00
| $69.00 | $56.00 |
| 303.05.061 | CROSS GUTTER |
0.40
| 41 | CY | $650.00 | $850.00 |
$34,850.00
| $884.00 | $850.00 |
| 303.05.063 | ALLEY INTERSECTION |
0.21
| 21 | CY | $675.00 | $900.00 |
$18,900.00
| $890.00 | $900.00 |
| 306.01.129 | 24" RCP, 2000 D |
0.11
| 4 | LF | $500.00 | $2,500.00 |
$10,000.00
| $1,650.00 | $1,400.00 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.02
| 4 | EA | $1,400.00 | $500.00 |
$2,000.00
| $1,016.67 | $850.00 |
| 601.09.011 | TRAFFIC CONTROL |
5.37
| 1 | LS | $300,000.00 | $473,000.00 |
$473,000.00
| $618,666.67 | $473,000.00 |
| | REMOVE EXISTING CONCRETE BLOCK WALL (INCL CONCRETE FOOTING) |
0.03
| 35 | LF | $150.00 | $83.00 |
$2,905.00
| $166.00 | $170.00 |
| | TEMPORARY AC PAVEMENT (PATCH BACK) |
0.63
| 241 | TON | $350.00 | $230.00 |
$55,430.00
| $254.00 | $252.00 |
| | LOCAL DEPRESSION PER STD PLAN 313, CASE E |
0.03
| 1 | EA | $2,500.00 | $2,800.00 |
$2,800.00
| $3,333.33 | $2,800.00 |
| | AC PAVEMENT (SPEED CUSHION) |
0.67
| 91 | TON | $625.00 | $650.00 |
$59,150.00
| $501.67 | $430.00 |
| | LOCAL DEPRESSION PER STD PLAN 313, CASE B |
0.06
| 2 | EA | $2,500.00 | $2,700.00 |
$5,400.00
| $1,950.00 | $1,750.00 |
| | REMOVE EXISTING BOLLARD |
0.02
| 2 | EA | $200.00 | $700.00 |
$1,400.00
| $720.00 | $700.00 |
| | Total Percent | 100 | | | | Total Amount | $8,809,827.38 | | |
