| 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) |
0.21
| 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 |
| 001.06.011 | IMPLEMENTATION OF THE LTWHP |
0.79
| 1 | LS | $10,000.00 | $9,150.00 |
$9,150.00
| $12,587.41 | $10,000.00 |
| 001.07.003 | IMPLEMENTATION OF BMPS |
1.87
| 1 | LS | $7,500.00 | $21,800.00 |
$21,800.00
| $17,301.83 | $12,000.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.98
| 32 | CY | $700.00 | $358.00 |
$11,456.00
| $1,053.47 | $420.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
7.17
| 719 | CY | $240.00 | $116.00 |
$83,404.00
| $187.61 | $184.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
2.75
| 184 | CY | $260.00 | $174.00 |
$32,016.00
| $178.96 | $150.00 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
0.23
| 3 | CY | $810.00 | $888.00 |
$2,664.00
| $681.67 | $627.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.41
| 9 | TON | $610.00 | $534.00 |
$4,806.00
| $1,165.36 | $1,000.00 |
| 303.01.011 | STRUCTURE CONCRETE (FOOTING) |
1.53
| 9 | CY | $950.00 | $1,974.00 |
$17,766.00
| $1,484.04 | $1,000.00 |
| 303.01.041 | BAR REINFORCING STEEL |
0.52
| 1640 | LB | $7.00 | $3.66 |
$6,002.40
| $5.29 | $5.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0.07
| 12 | LF | $110.00 | $69.00 |
$828.00
| $133.56 | $93.75 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
0.08
| 16 | LF | $120.00 | $59.00 |
$944.00
| $116.28 | $93.75 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
0.18
| 41 | LF | $150.00 | $51.00 |
$2,091.00
| $110.97 | $93.00 |
| 303.05.043 | PCC WALK, 4" THICK |
6.16
| 7547 | SF | $20.00 | $9.50 |
$71,696.50
| $14.58 | $15.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
0.21
| 200 | SF | $20.00 | $12.00 |
$2,400.00
| $16.81 | $15.50 |
| 303.05.050 | PCC CURB RAMPS |
0.10
| 2 | CY | $2,100.00 | $600.00 |
$1,200.00
| $2,143.57 | $2,500.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.07
| 26 | SF | $100.00 | $31.00 |
$806.00
| $61.19 | $57.00 |
| 306.01.141 | IMPORTED TRENCH BACKFILL |
1.18
| 57 | CY | $39.00 | $240.00 |
$13,680.00
| $229.32 | $227.00 |
| 307.02.021 | 3" CONDUIT (SCH 80 PVC) |
0.11
| 12 | LF | $140.00 | $110.00 |
$1,320.00
| $199.78 | $135.00 |
| 307.02.043 | NO. 5 PULL BOX INCL PCC COVER |
0.52
| 6 | EA | $2,000.00 | $1,017.50 |
$6,105.00
| $1,591.00 | $1,500.00 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.17
| 2 | EA | $2,500.00 | $1,017.50 |
$2,035.00
| $1,969.56 | $1,700.00 |
| 315.06.023 | RELOCATE SIGN |
1.60
| 13 | EA | $300.00 | $1,430.00 |
$18,590.00
| $412.43 | $200.00 |
| 601.09.011 | TRAFFIC CONTROL |
3.69
| 1 | LS | $35,000.00 | $43,000.00 |
$43,000.00
| $67,611.64 | $76,000.00 |
| 801.04.021 | LANDSCAPING |
5.72
| 1 | LS | $85,000.00 | $66,550.00 |
$66,550.00
| $141,507.55 | $130,000.00 |
| 801.05.003 | IRRIGATION SYSTEM |
17.25
| 1 | LS | $674,000.00 | $200,750.00 |
$200,750.00
| $210,835.86 | $225,000.00 |
| 801.06.017 | RIVER ROCK PAVING |
0.32
| 50 | SF | $40.00 | $74.80 |
$3,740.00
| $76.00 | $74.80 |
| | GROUND WELL |
0.14
| 2 | EA | $550.00 | $825.00 |
$1,650.00
| $2,465.78 | $1,650.00 |
| | FURNISH AND INSTALL BICYCLE RACK |
0.33
| 2 | EA | $800.00 | $1,900.00 |
$3,800.00
| $1,923.08 | $1,500.00 |
| | CONDUIT (EDISON 4 INCH WITH PULL TAPE, FITTINGS, SUPPORTS) |
1.30
| 125 | LF | $300.00 | $121.00 |
$15,125.00
| $150.49 | $132.00 |
| | OFFICE FACILITIES FOR 1ST CONSTRUCTION |
0.75
| 1 | MTH | $2,500.00 | $8,700.00 |
$8,700.00
| $9,119.17 | $8,000.00 |
| | OFFICE FACILITIES FOR 2ND CONSTRUCTION |
0.76
| 2 | MTH | $2,500.00 | $4,400.00 |
$8,800.00
| $7,669.86 | $7,500.00 |
| | CONDUIT (2 INCH SCHD 80, FITTINGS, SUPPORT) |
4.82
| 680 | LF | $35.00 | $82.50 |
$56,100.00
| $87.00 | $90.00 |
| | CONDUCTOR, NO. 6 AMERICAN WIRE GAUGE |
0.94
| 2000 | LF | $10.00 | $5.50 |
$11,000.00
| $4.90 | $4.70 |
| | CONDUCTOR, NO. 10 AMERICAN WIRE GAUGE |
0.09
| 120 | LF | $5.00 | $8.80 |
$1,056.00
| $5.31 | $3.50 |
| | COMPOSITE TYPE 3 PULL BOX INCL COVER |
0.12
| 1 | EA | $2,100.00 | $1,430.00 |
$1,430.00
| $2,521.87 | $2,000.00 |
| | COMPOSITE TYPE 3 PULL BOX INCL COVER |
0.12
| 1 | EA | $2,300.00 | $1,430.00 |
$1,430.00
| $2,521.87 | $2,000.00 |
| | COMPOSITE TYPE 2 PULL BOX INCL COVER |
0.25
| 2 | EA | $2,300.00 | $1,430.00 |
$2,860.00
| $1,736.20 | $1,742.00 |
| | RELOCATE SIGN POST |
3.31
| 10 | EA | $300.00 | $3,850.00 |
$38,500.00
| $867.99 | $425.00 |
| | AGRONOMIC SOIL REPORT |
0.11
| 8 | EA | $450.00 | $165.00 |
$1,320.00
| $441.00 | $270.00 |
| | REMOVE PULL BOX |
0.04
| 5 | EA | $500.00 | $87.00 |
$435.00
| $879.00 | $469.00 |
| | SECOND MOBILIZATION |
3.98
| 1 | LS | $60,000.00 | $46,300.00 |
$46,300.00
| $48,490.78 | $46,300.00 |
| | SCE ALLOWANCE (ALLOWANCE OF $20,000) |
1.72
| 20000 | AL | $1.00 | $1.00 |
$20,000.00
| $1.00 | $1.00 |
| | SHORT CIRCUIT, COORDINATION AND ARC FLASH STUDY |
2.83
| 1 | LS | $7,800.00 | $33,000.00 |
$33,000.00
| $15,742.22 | $10,000.00 |
| | SERVICE PEDESTAL AND CONCRETE FOUNDATION |
2.46
| 2 | EA | $14,500.00 | $14,300.00 |
$28,600.00
| $19,950.98 | $20,000.00 |
| | 90 DAY MAINTENANCE AND PLANT ESTABLISHMENT PERIOD |
1.42
| 1 | LS | $11,000.00 | $16,500.00 |
$16,500.00
| $11,484.23 | $10,700.00 |
| | 3/4" DIAMETER X 10' CU-CLAD GROUND ROD |
0.15
| 4 | EA | $400.00 | $440.00 |
$1,760.00
| $476.06 | $440.00 |
| | TRENCH BACKFILL SAND |
1.10
| 57 | CY | $25.00 | $225.00 |
$12,825.00
| $192.10 | $160.00 |
| | WELDED WIRE VINE TRELLIS |
7.73
| 900 | LF | $125.00 | $100.00 |
$90,000.00
| $238.43 | $140.00 |
| | 1-CAMERA VIDEO/RADAR DETECTION SYSTEM (COMPLETE) |
0.23
| 1 | EA | $35,000.00 | $2,640.00 |
$2,640.00
| $30,884.93 | $32,160.00 |
| | FIRST MOBILIZATION |
5.58
| 1 | LS | $120,000.00 | $64,900.00 |
$64,900.00
| $63,838.15 | $64,900.00 |
| | MISCELLANEOUS ELECTRICAL WORK |
5.67
| 1 | LS | $10,000.00 | $66,000.00 |
$66,000.00
| $34,404.50 | $30,000.00 |
| | Total Percent | 100 | | | | Total Amount | $1,164,030.90 | | |
