| 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) |
0.04
| 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
| 11 | MTH | $500.00 | $500.00 |
$5,500.00
| $500.00 | $500.00 |
| 001.06.007 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.02
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.06.011 | IMPLEMENTATION OF THE LTWHP |
0.40
| 1 | LS | $10,000.00 | $24,000.00 |
$24,000.00
| $38,750.00 | $40,500.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.08
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.58
| 1 | LS | $50,000.00 | $34,500.00 |
$34,500.00
| $46,775.00 | $37,250.00 |
| 001.07.021 | SHORING OF OPEN EXCAVATIONS |
0.33
| 1 | LS | $28,000.00 | $20,000.00 |
$20,000.00
| $31,375.00 | $20,000.00 |
| 001.08.005 | OFFICE FACILITIES |
0.80
| 12 | MTH | $5,000.00 | $4,000.00 |
$48,000.00
| $8,975.00 | $7,950.00 |
| 001.09.003 | MOBILIZATION |
9.67
| 1 | LS | $522,000.00 | $579,974.00 |
$579,974.00
| $563,243.50 | $614,987.00 |
| 300.01.003 | CLEARING AND GRUBBING |
0.83
| 1 | LS | $26,000.00 | $50,000.00 |
$50,000.00
| $115,906.78 | $100,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.13
| 6 | EA | $975.00 | $1,300.00 |
$7,800.00
| $1,840.00 | $1,980.00 |
| 300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.14
| 3 | EA | $2,600.00 | $2,700.00 |
$8,100.00
| $1,603.75 | $1,272.50 |
| 300.01.021 | CROWN REDUCTION, TREE (1" - 12" DIAMETER) |
0.02
| 1 | EA | $1,560.00 | $900.00 |
$900.00
| $862.50 | $875.00 |
| 300.01.022 | CROWN REDUCTION, TREE (13" - 24" DIAMETER) |
0.05
| 2 | EA | $1,950.00 | $1,500.00 |
$3,000.00
| $1,497.50 | $1,495.00 |
| 300.01.023 | CROWN REDUCTION, TREE (25" + DIAMETER) |
0.03
| 1 | EA | $2,210.00 | $1,700.00 |
$1,700.00
| $2,650.00 | $2,900.00 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.08
| 76 | LF | $65.00 | $60.00 |
$4,560.00
| $60.00 | $59.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
2.61
| 783 | CY | $390.00 | $200.00 |
$156,600.00
| $288.75 | $270.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.08
| 16 | CY | $800.00 | $300.00 |
$4,800.00
| $857.50 | $515.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
3.46
| 1267 | CY | $185.00 | $164.00 |
$207,788.00
| $237.75 | $223.50 |
| 301.01.003 | UNCLASSIFIED EXCAVATION (ROADWAY) |
5.44
| 3668 | CY | $104.00 | $89.00 |
$326,452.00
| $116.50 | $117.50 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
2.69
| 1009 | CY | $195.00 | $160.00 |
$161,440.00
| $186.00 | $185.00 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
0.01
| 1 | CY | $650.00 | $700.00 |
$700.00
| $1,875.00 | $1,900.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 12" THICK |
6.52
| 32602 | SY | $12.00 | $12.00 |
$391,224.00
| $12.17 | $12.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 14" THICK |
1.33
| 3184 | SY | $14.00 | $25.00 |
$79,600.00
| $19.92 | $20.50 |
| 301.03.013 | PORTLAND CEMENT FOR CSPB |
3.83
| 1068 | TON | $280.00 | $215.00 |
$229,620.00
| $230.75 | $229.00 |
| 302.01.007 | COLD MILL AC PAVEMENT (> 1-1/2 - 3") |
2.25
| 293317 | SF | $0.75 | $0.46 |
$134,925.82
| $0.61 | $0.59 |
| 302.01.009 | COLD MILL AC PAVEMENT (> 3") |
0.96
| 28655 | SF | $0.85 | $2.00 |
$57,310.00
| $2.14 | $2.13 |
| 302.05.013 | AC PAVEMENT |
10.98
| 5490 | TON | $162.50 | $120.00 |
$658,800.00
| $135.75 | $134.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.01
| 2 | TON | $650.00 | $300.00 |
$600.00
| $643.75 | $637.50 |
| 302.05.023 | RECONSTRUCT MANHOLE |
2.11
| 55 | EA | $3,800.00 | $2,300.00 |
$126,500.00
| $3,318.75 | $3,262.50 |
| 302.06.003 | PCC PAVEMENT |
0.71
| 61 | CY | $725.00 | $700.00 |
$42,700.00
| $681.75 | $681.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
7.06
| 3026 | TON | $180.00 | $140.00 |
$423,640.00
| $158.50 | $159.50 |
| 303.01.347 | MANHOLE PER STD PLAN 321 |
0.90
| 3 | EA | $12,000.00 | $18,000.00 |
$54,000.00
| $24,950.00 | $20,250.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0.25
| 317 | LF | $65.00 | $48.00 |
$15,216.00
| $46.50 | $50.50 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
0.12
| 109 | LF | $71.50 | $64.00 |
$6,976.00
| $65.50 | $66.50 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
0.44
| 403 | LF | $87.00 | $65.00 |
$26,195.00
| $62.00 | $64.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
1.75
| 1616 | LF | $87.00 | $65.00 |
$105,040.00
| $59.75 | $59.50 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
5.68
| 28411 | SF | $19.50 | $12.00 |
$340,932.00
| $10.55 | $10.50 |
| 303.05.050 | PCC CURB RAMPS |
2.95
| 118 | CY | $1,650.00 | $1,500.00 |
$177,000.00
| $1,146.25 | $1,192.50 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
0.03
| 80 | SF | $26.00 | $22.00 |
$1,760.00
| $26.00 | $25.50 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.68
| 819 | SF | $75.00 | $50.00 |
$40,950.00
| $52.00 | $50.00 |
| 303.05.061 | CROSS GUTTER |
2.71
| 232 | CY | $800.00 | $700.00 |
$162,400.00
| $627.50 | $620.00 |
| 303.05.063 | ALLEY INTERSECTION |
0.09
| 8 | CY | $910.00 | $710.00 |
$5,680.00
| $725.00 | $680.00 |
| 304.02.007 | METAL HAND RAILINGS PER STD PLAN 606 |
0.15
| 11 | LF | $325.00 | $800.00 |
$8,800.00
| $605.75 | $684.50 |
| 307.02.021 | 3" CONDUIT (SCH 80 PVC) |
0.60
| 420 | LF | $120.00 | $85.00 |
$35,700.00
| $88.34 | $87.68 |
| 307.02.039 | 3-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
0.05
| 779 | LF | $6.00 | $4.00 |
$3,116.00
| $3.38 | $3.25 |
| 307.02.039 | 12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
0.19
| 1400 | LF | $10.00 | $8.00 |
$11,200.00
| $4.77 | $3.79 |
| 307.02.039 | 5-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
0.02
| 201 | LF | $8.00 | $5.00 |
$1,005.00
| $3.63 | $3.25 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.05
| 2 | EA | $1,560.00 | $1,500.00 |
$3,000.00
| $1,046.25 | $917.50 |
| 307.02.118 | REMOVE PULL BOX AND RESURFACE SIDEWALK |
0.01
| 1 | EA | $2,000.00 | $400.00 |
$400.00
| $625.00 | $650.00 |
| 307.02.138 | REMOVE PEDESTRIAN PUSH BUTTON |
0.01
| 7 | EA | $150.00 | $100.00 |
$700.00
| $72.75 | $65.50 |
| 307.04.518 | PEDESTRIAN PUSH BUTTON PLATE |
0
| 7 | EA | $60.00 | $32.00 |
$224.00
| $47.50 | $51.50 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0
| 14 | EA | $26.00 | $16.00 |
$224.00
| $22.25 | $16.50 |
| 315.06.023 | RELOCATE SIGN |
0
| 1 | EA | $250.00 | $130.00 |
$130.00
| $161.25 | $135.00 |
| 601.09.011 | TRAFFIC CONTROL |
9.83
| 1 | LS | $250,000.00 | $589,872.00 |
$589,872.00
| $717,468.00 | $564,936.00 |
| 801.04.015 | FURNISH AND PLANT 24" BOX TREE |
0.26
| 3 | EA | $1,300.00 | $5,100.00 |
$15,300.00
| $3,350.00 | $3,350.00 |
| 801.06.017 | RIVER ROCK PAVING |
0.12
| 339 | SF | $32.50 | $21.00 |
$7,119.00
| $28.50 | $20.50 |
| | 18" N-12 WT HDPE PIPE |
2.54
| 254 | LF | $320.00 | $600.00 |
$152,400.00
| $753.75 | $650.00 |
| | 4-CAMERA VIDEO/RADAR DETECTION SYSTEM (COMPLETE) |
0.97
| 1 | EA | $55,000.00 | $58,000.00 |
$58,000.00
| $61,175.00 | $60,850.00 |
| | AC PAVEMENT (SPEED CUSHION) |
0.27
| 8 | TON | $650.00 | $2,000.00 |
$16,000.00
| $1,275.00 | $1,300.00 |
| | ADJUST WROUGHT IRON GATE |
0.17
| 2 | EA | $6,500.00 | $5,200.00 |
$10,400.00
| $8,741.00 | $5,350.00 |
| | BICYCLE CATCH BASIN GRATE PER CITY OF LOS ANGELES STD PLAN S-342-4 |
0.08
| 2 | EA | $3,250.00 | $2,300.00 |
$4,600.00
| $7,093.75 | $6,037.50 |
| | APS PPB WITH SPECIAL VOICE MESSAGE |
0.23
| 7 | EA | $3,000.00 | $2,000.00 |
$14,000.00
| $1,553.50 | $1,439.50 |
| | CENTRAL CONTROLLER UNIT APS |
0.04
| 1 | EA | $11,000.00 | $2,100.00 |
$2,100.00
| $4,626.25 | $5,362.50 |
| | CEMENT MORTAR BED, 6" THICK |
0.05
| 339 | SF | $19.50 | $8.00 |
$2,712.00
| $22.21 | $12.93 |
| | CHAIN LINK FENCE AND GATE, 5' HIGH PER STD PLAN 600 |
0.31
| 108 | LF | $250.00 | $170.00 |
$18,360.00
| $260.75 | $183.50 |
| | COMPOSITE TYPE 3 PULL BOX INCL COVER |
0.19
| 5 | EA | $1,600.00 | $2,300.00 |
$11,500.00
| $1,561.00 | $1,347.00 |
| | DEBRIS REMOVAL |
0.03
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $19,500.00 | $14,000.00 |
| | LOCAL DEPRESSION PER STD PLAN 313-4, CASE E |
0.04
| 1 | EA | $4,550.00 | $2,300.00 |
$2,300.00
| $2,887.50 | $2,495.00 |
| | LOCAL DEPRESSION PER STD PLAN 313-4, CASE F |
0.08
| 2 | EA | $4,550.00 | $2,300.00 |
$4,600.00
| $3,187.50 | $2,645.00 |
| | MODIFIED PARKWAY DRAIN PER STD PLAN 151, S=48", INLET TYPE 1 |
0.10
| 1 | EA | $18,000.00 | $6,000.00 |
$6,000.00
| $14,118.75 | $9,737.50 |
| | MODIFICATION FOR SIDE OPENING CB PER STD PLAN 314-3 |
0.32
| 1 | EA | $4,550.00 | $19,000.00 |
$19,000.00
| $13,468.75 | $12,100.00 |
| | PCC CURB & GUTTER, TYPE A2-VAR, W=1' |
0.13
| 125 | LF | $71.50 | $63.00 |
$7,875.00
| $54.75 | $54.50 |
| | PCC CURB & GUTTER, TYPE A2-8, W=2.5' |
0.20
| 177 | LF | $91.00 | $67.00 |
$11,859.00
| $56.50 | $55.50 |
| | PCC CURB & GUTTER, TYPE E (CALTRANS STD PLAN A87A) |
0.05
| 49 | LF | $97.50 | $67.00 |
$3,283.00
| $65.00 | $63.50 |
| | PCC FOOTING FOR REINFORCED CONCRETE BLOCK WALL PER STD PLAN 601, TYPE 3 |
0.53
| 8 | CY | $2,000.00 | $4,000.00 |
$32,000.00
| $4,715.00 | $3,500.00 |
| | RECONSTRUCT CATCH BASIN TOP PER STD PLAN 300-4, W=7' |
0.33
| 1 | EA | $6,500.00 | $20,000.00 |
$20,000.00
| $14,093.00 | $15,000.00 |
| | RELOCATE SIGN POST |
0
| 1 | EA | $400.00 | $280.00 |
$280.00
| $276.25 | $277.50 |
| | REINFORCED CONCRETE BLOCK WALL PER STD PLAN 601, TYPE 3 (H=6', LATERAL LOADING 20 PSF) |
1.21
| 56 | LF | $1,000.00 | $1,300.00 |
$72,800.00
| $1,826.25 | $860.00 |
| | REMOVE AND REPLACE EXISTING STONE RIPRAP |
0.85
| 1 | LS | $12,000.00 | $51,000.00 |
$51,000.00
| $32,125.00 | $29,000.00 |
| | REMOVE EXISTING PLANTER |
0.02
| 1 | LS | $1,300.00 | $1,000.00 |
$1,000.00
| $6,425.00 | $6,850.00 |
| | REMOVE EXISTING CHAIN LINK GATE |
0.07
| 1 | EA | $260.00 | $4,100.00 |
$4,100.00
| $2,955.00 | $3,500.00 |
| | REMOVE EXISTING 5' HIGH CHAIN LINK FENCE AND GATE |
0.09
| 108 | LF | $200.00 | $50.00 |
$5,400.00
| $54.75 | $51.00 |
| | REMOVE PULL BOX |
0.03
| 5 | EA | $750.00 | $400.00 |
$2,000.00
| $337.00 | $324.00 |
| | REMOVE METAL HAND RAILINGS |
0.06
| 10 | LF | $97.50 | $360.00 |
$3,600.00
| $311.25 | $372.50 |
| | REMOVE MICROWAVE SENSING UNIT |
0.01
| 1 | EA | $700.00 | $800.00 |
$800.00
| $594.25 | $538.50 |
| | REMOVE WROUGHT IRON GATE |
0.47
| 5 | EA | $2,600.00 | $5,600.00 |
$28,000.00
| $3,506.25 | $3,775.00 |
| | TEMPORARY AC PAVEMENT (PATCH BACK) |
0.26
| 56 | TON | $650.00 | $280.00 |
$15,680.00
| $344.50 | $328.00 |
| | TREE WELL, TYPE 1, CASE 2 (MOD) |
0.02
| 3 | EA | $650.00 | $300.00 |
$900.00
| $2,793.75 | $2,437.50 |
| | WIRE #6 |
0.01
| 100 | LF | $6.00 | $4.00 |
$400.00
| $3.76 | $3.78 |
| | WIRE #10 |
0.03
| 770 | LF | $3.00 | $2.10 |
$1,617.00
| $2.50 | $2.58 |
| | Total Percent | 100 | | | | Total Amount | $5,998,738.82 | | |
