| Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
| 001.06.001 | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000) |
0.17
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $2,000.00 | $2,000.00 |
| 001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.13
| 3 | MTH | $500.00 | $500.00 |
$1,500.00
| $500.00 | $500.00 |
| 001.06.009 | 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 |
| 001.07.003 | IMPLEMENTATION OF BMPS |
0.69
| 1 | LS | $10,000.00 | $8,000.00 |
$8,000.00
| $12,502.00 | $12,500.00 |
| 001.08.003 | OFFICE FACILITIES |
1.03
| 1 | LS | $12,000.00 | $12,000.00 |
$12,000.00
| $14,090.00 | $11,000.00 |
| 001.09.003 | MOBILIZATION |
5.15
| 1 | LS | $37,000.00 | $60,000.00 |
$60,000.00
| $110,899.77 | $97,500.00 |
| 300.01.003 | CLEARING AND GRUBBING |
3
| 1 | LS | $20,000.00 | $35,000.00 |
$35,000.00
| $90,421.67 | $83,765.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.21
| 1 | EA | $500.00 | $2,500.00 |
$2,500.00
| $1,204.17 | $937.50 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.23
| 88 | LF | $45.00 | $30.00 |
$2,640.00
| $23.33 | $20.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.86
| 67 | CY | $250.00 | $150.00 |
$10,050.00
| $188.17 | $164.50 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.19
| 5 | CY | $500.00 | $450.00 |
$2,250.00
| $440.83 | $365.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
7.94
| 1544 | CY | $100.00 | $60.00 |
$92,640.00
| $86.17 | $89.50 |
| 300.04.013 | STRUCTURE EXCAVATION (RETAINING WALL) |
0.81
| 86 | CY | $150.00 | $110.00 |
$9,460.00
| $326.83 | $120.00 |
| 300.04.033 | STRUCTURE BACKFILL (RETAINING WALL) |
0.39
| 36 | CY | $160.00 | $125.00 |
$4,500.00
| $208.83 | $170.00 |
| 300.10.003 | STABILIZATION GEOTEXTILE |
0.17
| 500 | SY | $12.00 | $4.00 |
$2,000.00
| $8.83 | $5.50 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
3.67
| 428 | CY | $130.00 | $100.00 |
$42,800.00
| $109.33 | $107.50 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
1.14
| 124 | CY | $220.00 | $107.00 |
$13,268.00
| $151.33 | $138.00 |
| 302.05.007 | AC CURB, TYPE D1-6 |
0.84
| 1631 | LF | $15.00 | $6.00 |
$9,786.00
| $14.33 | $9.50 |
| 302.05.009 | AC CURB, TYPE D1-VAR |
0.01
| 8 | LF | $15.00 | $12.00 |
$96.00
| $16.83 | $10.50 |
| 302.05.016 | AC PAVEMENT(DRIVEWAYS) |
0.45
| 13 | TON | $200.00 | $400.00 |
$5,200.00
| $168.33 | $120.00 |
| 302.05.017 | AC PAVEMENT(INVERTED SHOULDERS) |
0.20
| 4 | TON | $200.00 | $580.00 |
$2,320.00
| $221.67 | $155.00 |
| 302.05.018 | AC PAVEMENT(DIGOUTS) |
0.28
| 9 | TON | $300.00 | $360.00 |
$3,240.00
| $180.83 | $150.00 |
| 302.06.003 | PCC PAVEMENT |
0.09
| 1 | CY | $1,500.00 | $1,000.00 |
$1,000.00
| $968.50 | $900.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=48", INLET TYPE 2 |
0.64
| 1 | EA | $3,000.00 | $7,500.00 |
$7,500.00
| $6,695.83 | $6,750.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=24", INLET TYPE 2 |
0.94
| 2 | EA | $2,000.00 | $5,500.00 |
$11,000.00
| $4,484.17 | $4,750.00 |
| 303.01.608 | REINFORCED CONCRETE RETAINING WALL TYPE 4 |
7.47
| 26 | CY | $2,000.00 | $3,350.00 |
$87,100.00
| $2,340.00 | $1,995.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0.59
| 127 | LF | $35.00 | $54.00 |
$6,858.00
| $33.83 | $31.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
1.10
| 291 | LF | $35.00 | $44.00 |
$12,804.00
| $43.00 | $42.00 |
| 303.05.043 | PCC WALK, 4" THICK |
1.26
| 1989 | SF | $8.00 | $7.40 |
$14,718.60
| $7.19 | $7.20 |
| 303.05.050 | PCC CURB RAMPS |
0.93
| 18 | CY | $600.00 | $600.00 |
$10,800.00
| $684.67 | $650.00 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
0.84
| 1094 | SF | $10.00 | $9.00 |
$9,846.00
| $8.75 | $9.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.13
| 30 | SF | $60.00 | $50.00 |
$1,500.00
| $58.83 | $42.50 |
| 303.05.061 | CROSS GUTTER |
0.09
| 2 | CY | $600.00 | $500.00 |
$1,000.00
| $1,150.17 | $850.50 |
| 304.02.007 | METAL HAND RAILINGS PER STD PLAN 606 |
2.32
| 271 | LF | $120.00 | $100.00 |
$27,100.00
| $77.17 | $66.50 |
| 304.02.013 | CABLE RAILING (CALTRANS STD PLAN B11-47) |
0.45
| 66 | LF | $70.00 | $80.00 |
$5,280.00
| $61.33 | $51.00 |
| 307.02.011 | 2" CONDUIT (SCH 80 PVC) |
0.51
| 30 | LF | $50.00 | $200.00 |
$6,000.00
| $75.17 | $58.00 |
| 307.02.021 | 3" CONDUIT (SCH 80 PVC) |
0.51
| 15 | LF | $80.00 | $400.00 |
$6,000.00
| $137.50 | $71.50 |
| 307.02.031 | 2-PAIR DETECTOR LEAD-IN CABLE |
0.01
| 400 | LF | $7.00 | $0.23 |
$92.00
| $3.31 | $3.80 |
| 307.02.039 | 12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
0.79
| 420 | LF | $10.00 | $22.00 |
$9,240.00
| $17.67 | $16.00 |
| 307.02.041 | NO. 3 1/2 PULL BOX INCL PCC COVER |
0.56
| 20 | EA | $600.00 | $325.00 |
$6,500.00
| $449.50 | $386.00 |
| 307.02.043 | NO. 5 PULL BOX INCL PCC COVER |
0.10
| 2 | EA | $600.00 | $600.00 |
$1,200.00
| $598.67 | $558.50 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.17
| 3 | EA | $700.00 | $650.00 |
$1,950.00
| $724.83 | $669.50 |
| 307.02.049 | INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT |
0.24
| 80 | LF | $15.00 | $35.00 |
$2,800.00
| $32.83 | $28.00 |
| 601.09.011 | TRAFFIC CONTROL |
2.14
| 1 | LS | $10,000.00 | $25,000.00 |
$25,000.00
| $46,527.50 | $47,332.50 |
| 601.09.013 | TEMPORARY CRASH CUSHION ARRAY |
0.26
| 1 | EA | $3,000.00 | $3,000.00 |
$3,000.00
| $4,066.67 | $3,700.00 |
| 601.09.015 | TEMPORARY RAILING (TYPE K) |
2.10
| 700 | LF | $25.00 | $35.00 |
$24,500.00
| $34.67 | $36.00 |
| 601.09.017 | FLASHING ARROW SIGN |
0.39
| 1 | EA | $3,000.00 | $4,500.00 |
$4,500.00
| $2,833.33 | $2,500.00 |
| 601.09.019 | CHANGEABLE MESSAGE SIGN |
0.39
| 1 | EA | $3,000.00 | $4,500.00 |
$4,500.00
| $4,575.00 | $4,700.00 |
| 801.04.017 | EROSION CONTROL BLANKET |
0.84
| 654 | SY | $3.00 | $15.00 |
$9,810.00
| $7.17 | $6.00 |
| 801.06.003 | PLANT ESTABLISHMENT PERIOD |
0.77
| 1 | LS | $6,000.00 | $9,000.00 |
$9,000.00
| $5,621.00 | $4,913.00 |
| 801.06.005 | HYDROSEED ESTABLISHMENT |
0.77
| 1 | LS | $6,000.00 | $9,000.00 |
$9,000.00
| $3,833.33 | $2,800.00 |
| | STRUCTURE BACKFILL PER DETAIL A SHEET 4 |
0.20
| 21 | CY | $180.00 | $110.00 |
$2,310.00
| $287.50 | $237.50 |
| | REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
0.37
| 663 | LF | $20.00 | $6.50 |
$4,309.50
| $7.42 | $8.00 |
| | SCE UNDERGROUND PRIMARY CONDUIT WITH PULL ROPE |
0.60
| 1 | LS | $5,000.00 | $7,000.00 |
$7,000.00
| $5,016.67 | $4,800.00 |
| | SCE ALLOWANCE (ALLOWANCE OF $20,000) |
1.72
| 20000 | AL | $1.00 | $1.00 |
$20,000.00
| $1.00 | $1.00 |
| | TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
0.34
| 11332 | LB | $0.20 | $0.35 |
$3,966.20
| $0.29 | $0.25 |
| | STRUCTURE EXCAVATION PER DETAIL A SHEET 4 |
0.62
| 60 | CY | $120.00 | $120.00 |
$7,200.00
| $162.50 | $130.00 |
| | UNDERGROUND LIGHTING CONDUIT AND WIRES |
4.56
| 2800 | LF | $35.00 | $19.00 |
$53,200.00
| $24.50 | $22.50 |
| | 2" AC DIKE, TYPE C PER STD PLAN RSP A87B |
0.08
| 75 | LF | $15.00 | $12.00 |
$900.00
| $13.05 | $8.15 |
| | AC PAVEMENT (PEDESTRIAN PATH) |
9.61
| 659 | TON | $130.00 | $170.00 |
$112,030.00
| $134.17 | $131.50 |
| | 4" AC DIKE, TYPE F PER STD PLAN RSP A87B |
0.08
| 75 | LF | $20.00 | $12.00 |
$900.00
| $15.05 | $8.15 |
| | ADJUST GATE PER DETAIL E SHEET 5 |
0.19
| 1 | EA | $2,000.00 | $2,250.00 |
$2,250.00
| $2,996.67 | $2,257.50 |
| | BAR REINFORCING STEEL PER DETAIL A SHEET 4 |
1.33
| 5750 | LB | $3.00 | $2.70 |
$15,525.00
| $2.59 | $2.73 |
| | CONRETE SLOUGH WALL INCLUDING DUCTILE IRON PIPE |
1.11
| 1 | LS | $11,000.00 | $13,000.00 |
$13,000.00
| $10,908.33 | $12,300.00 |
| | CONCRETE BASE FOR PEDESTRIAN LIGHT |
1.30
| 19 | EA | $1,500.00 | $800.00 |
$15,200.00
| $783.33 | $805.00 |
| | CURB DRAIN PER STD PLAN 150, N=1 WITH PIPE DOME |
1.03
| 2 | EA | $600.00 | $6,000.00 |
$12,000.00
| $2,116.67 | $1,505.00 |
| | HANDRAIL FOUNDATION PER DETAIL A SHEET 4 |
1.62
| 35 | CY | $400.00 | $540.00 |
$18,900.00
| $649.50 | $676.00 |
| | FURNISH PEDESTRIAN POLE LIGHT |
11.41
| 19 | EA | $4,400.00 | $7,000.00 |
$133,000.00
| $7,125.20 | $7,167.50 |
| | FURNISH AND PLANT 24" BOX TREE |
1.86
| 38 | EA | $315.00 | $570.00 |
$21,660.00
| $511.67 | $505.00 |
| | IN-LINE TERMINAL SYSTEM (TYPE SKT-W-MGS) |
0.69
| 2 | EA | $4,000.00 | $4,000.00 |
$8,000.00
| $4,000.00 | $3,980.00 |
| | INSTALL PEDESTRIAN POLE LIGHT |
1.79
| 19 | EA | $900.00 | $1,100.00 |
$20,900.00
| $829.33 | $753.00 |
| | MISCELLANEOUS HARDWARE PER DETAILS 8 AND 10 SHEET E1.1, IN-LINE FUSES |
0.47
| 1 | LS | $24,000.00 | $5,500.00 |
$5,500.00
| $4,969.17 | $5,000.00 |
| | MIDWEST GUARDRAIL SYSTEM (WOOD POST W/ WOOD BLOCK) |
1.62
| 608 | LF | $70.00 | $31.00 |
$18,848.00
| $30.83 | $30.50 |
| | MONUMENT UPLIGHTS |
0.57
| 2 | EA | $1,700.00 | $3,300.00 |
$6,600.00
| $2,482.50 | $2,600.00 |
| | PCC GUTTER (WALL DRAIN) |
0.26
| 64 | LF | $25.00 | $48.00 |
$3,072.00
| $50.00 | $46.50 |
| | REMOVE STREET LIGHT POLE |
0.43
| 1 | EA | $600.00 | $5,000.00 |
$5,000.00
| $1,831.67 | $1,400.00 |
| | REMOVE STREET LIGHT PULL BOX |
0.13
| 2 | EA | $500.00 | $765.00 |
$1,530.00
| $279.17 | $232.50 |
| | REMOVE STREET LIGHT FOUNDATION |
0.07
| 1 | EA | $600.00 | $800.00 |
$800.00
| $1,022.50 | $1,050.00 |
| | REMOVE AND DISPOSE OF EXISTING GUARDRAIL END TREATMENT AND CONCRETE FOOTING (INCLUDING POSTS) |
0.12
| 25 | LF | $30.00 | $55.00 |
$1,375.00
| $33.00 | $21.50 |
| | SERVICE PEDESTAL WITH FOUNDATION |
0.80
| 1 | EA | $10,000.00 | $9,300.00 |
$9,300.00
| $12,414.17 | $8,842.50 |
| | Total Percent | 100 | | | | Total Amount | $1,166,124.30 | | |
