| 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) |
0.14
| 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) |
0.14
| 4 | MTH | $500.00 | $500.00 |
$2,000.00
| $500.00 | $500.00 |
| 001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.07
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.35
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.98
| 1 | LS | $10,000.00 | $14,000.00 |
$14,000.00
| $22,200.00 | $19,000.00 |
| 001.08.003 | OFFICE FACILITIES |
0.84
| 1 | LS | $12,000.00 | $12,000.00 |
$12,000.00
| $15,244.56 | $15,000.00 |
| 001.09.003 | MOBILIZATION |
4.19
| 1 | LS | $40,000.00 | $60,000.00 |
$60,000.00
| $68,314.29 | $75,200.00 |
| 300.01.003 | CLEARING AND GRUBBING |
0.98
| 1 | LS | $5,000.00 | $14,000.00 |
$14,000.00
| $49,957.14 | $18,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.09
| 1 | EA | $1,500.00 | $1,260.00 |
$1,260.00
| $1,605.14 | $1,296.00 |
| 300.01.022 | CROWN REDUCTION, TREE (13" - 24" DIAMETER) |
0.17
| 1 | EA | $650.00 | $2,450.00 |
$2,450.00
| $2,627.14 | $2,800.00 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.16
| 120 | LF | $10.00 | $19.25 |
$2,310.00
| $23.14 | $19.25 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
3.63
| 206 | CY | $170.00 | $252.00 |
$51,912.00
| $195.00 | $190.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
3.68
| 188 | CY | $220.00 | $280.00 |
$52,640.00
| $258.14 | $225.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
0.73
| 525 | CY | $80.00 | $20.00 |
$10,500.00
| $107.29 | $122.00 |
| 300.04.003 | STRUCTURE EXCAVATION |
0.20
| 51 | CY | $120.00 | $56.00 |
$2,856.00
| $262.71 | $210.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.40
| 149 | CY | $85.00 | $38.00 |
$5,662.00
| $165.86 | $145.00 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
0.37
| 29 | CY | $275.00 | $182.00 |
$5,278.00
| $221.43 | $182.00 |
| 302.01.005 | COLD MILL AC PAVEMENT (0 - 1-1/2") |
2.78
| 159091 | SF | $0.20 | $0.25 |
$39,772.75
| $0.25 | $0.25 |
| 302.01.009 | COLD MILL AC PAVEMENT (> 3") |
1
| 28497 | SF | $0.50 | $0.50 |
$14,248.50
| $0.52 | $0.55 |
| 302.05.008 | AC CURB, TYPE D1-8 |
0.54
| 376 | LF | $18.00 | $20.50 |
$7,708.00
| $18.60 | $17.00 |
| 302.05.013 | AC PAVEMENT |
4.48
| 535 | TON | $100.00 | $120.00 |
$64,200.00
| $96.00 | $89.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.87
| 56 | TON | $170.00 | $222.00 |
$12,432.00
| $262.00 | $250.00 |
| 302.05.016 | AC PAVEMENT(DRIVEWAYS) |
0.13
| 1 | TON | $800.00 | $1,800.00 |
$1,800.00
| $986.57 | $552.00 |
| 302.05.023 | RECONSTRUCT MANHOLE |
0.22
| 3 | EA | $2,000.00 | $1,050.00 |
$3,150.00
| $2,002.57 | $1,833.00 |
| 302.05.025 | DOUBLE ADJUST MANHOLE |
0.70
| 9 | EA | $1,000.00 | $1,120.00 |
$10,080.00
| $1,222.86 | $1,250.00 |
| 302.06.003 | PCC PAVEMENT |
4.52
| 122 | CY | $270.00 | $530.00 |
$64,660.00
| $453.71 | $406.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
14.60
| 1833 | TON | $100.00 | $114.00 |
$208,962.00
| $94.93 | $92.00 |
| 303.01.113 | DRILL AND BOND DOWEL |
0.04
| 30 | LF | $50.00 | $21.00 |
$630.00
| $160.14 | $50.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
0.34
| 1 | EA | $2,500.00 | $4,900.00 |
$4,900.00
| $2,232.86 | $1,800.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=28", INLET TYPE 2 |
0.10
| 1 | EA | $2,000.00 | $1,400.00 |
$1,400.00
| $5,107.14 | $5,000.00 |
| 303.05.003 | PCC CURB, TYPE A1-6 |
0.01
| 10 | LF | $35.00 | $20.00 |
$200.00
| $53.86 | $40.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0.56
| 402 | LF | $28.00 | $20.00 |
$8,040.00
| $32.46 | $31.00 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
2.97
| 849 | LF | $30.00 | $50.00 |
$42,450.00
| $42.10 | $41.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
4.88
| 1248 | LF | $30.00 | $56.00 |
$69,888.00
| $43.68 | $42.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
0.03
| 38 | LF | $40.00 | $12.00 |
$456.00
| $46.24 | $46.00 |
| 303.05.038 | PCC GUTTER, 2' WIDE |
0.30
| 357 | LF | $20.00 | $12.00 |
$4,284.00
| $35.07 | $35.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
5.82
| 8331 | SF | $5.00 | $10.00 |
$83,310.00
| $7.69 | $7.50 |
| 303.05.050 | PCC CURB RAMPS |
1.61
| 38 | CY | $850.00 | $605.00 |
$22,990.00
| $1,120.14 | $900.00 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
0.43
| 622 | SF | $8.00 | $10.00 |
$6,220.00
| $10.26 | $10.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
2.72
| 695 | SF | $35.00 | $56.00 |
$38,920.00
| $37.36 | $36.50 |
| 303.05.061 | CROSS GUTTER |
1.41
| 38 | CY | $600.00 | $530.00 |
$20,140.00
| $538.86 | $495.00 |
| 304.02.007 | METAL HAND RAILINGS PER STD PLAN 606 |
0.79
| 27 | LF | $200.00 | $420.00 |
$11,340.00
| $367.14 | $380.00 |
| 304.03.003 | CHAIN LINK FENCE, 4' HIGH |
0.36
| 124 | LF | $50.00 | $41.00 |
$5,084.00
| $39.43 | $38.00 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.16
| 1 | EA | $700.00 | $2,230.00 |
$2,230.00
| $960.86 | $800.00 |
| 307.02.049 | INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT |
0.50
| 255 | LF | $15.00 | $28.00 |
$7,140.00
| $17.86 | $15.00 |
| 310.05.007 | DETAIL 38 (THERMOPLASTIC) |
0.02
| 70 | LF | $3.00 | $5.00 |
$350.00
| $4.36 | $4.35 |
| 310.05.007 | DETAIL 2 (THERMOPLASTIC) |
0.24
| 2270 | LF | $1.50 | $1.50 |
$3,405.00
| $1.21 | $1.00 |
| 310.05.007 | DETAIL 22 (THERMOPLASTIC) |
0.22
| 1555 | LF | $2.00 | $2.00 |
$3,110.00
| $2.03 | $1.75 |
| 310.05.034 | PAVEMENT MARKINGS (THERMOPLASTIC) |
0.30
| 502 | SF | $6.00 | $8.50 |
$4,267.00
| $7.86 | $7.75 |
| 310.05.040 | 12" STRIPING (THERMOPLASTIC) |
0.16
| 590 | LF | $4.00 | $4.00 |
$2,360.00
| $3.49 | $3.50 |
| 310.05.040 | 24" STRIPING (THERMOPLASTIC) |
0.04
| 75 | LF | $5.00 | $8.50 |
$637.50
| $7.72 | $7.75 |
| 310.05.043 | CURB MARKINGS (ONE-COAT PAINT) |
0.06
| 355 | LF | $3.00 | $2.50 |
$887.50
| $2.17 | $2.15 |
| 310.05.135 | REMOVE 12" STRIPING (THERMOPLASTIC) |
0.11
| 325 | LF | $4.00 | $5.00 |
$1,625.00
| $5.15 | $4.50 |
| 315.06.003 | SIGN PANEL |
0.25
| 16 | EA | $150.00 | $225.00 |
$3,600.00
| $195.86 | $200.00 |
| 315.06.023 | RELOCATE SIGN |
0.02
| 1 | EA | $150.00 | $300.00 |
$300.00
| $261.57 | $270.00 |
| 315.06.025 | REMOVE SIGN |
0.01
| 7 | EA | $50.00 | $24.00 |
$168.00
| $27.29 | $22.00 |
| | CLASS "A" TOPSOIL |
0.20
| 14 | CY | $100.00 | $200.00 |
$2,800.00
| $189.71 | $200.00 |
| | CURB DRAIN PER DETAIL SHEET 17, N=1 |
0.49
| 2 | EA | $2,500.00 | $3,500.00 |
$7,000.00
| $1,885.71 | $2,000.00 |
| | DOWEL BAR |
0.03
| 161 | LB | $3.00 | $3.00 |
$483.00
| $12.29 | $10.00 |
| | IN-LINE TERMINAL SYSTEM |
3.48
| 12 | EA | $5,000.00 | $4,150.00 |
$49,800.00
| $3,693.14 | $3,725.00 |
| | MIDWEST GUARDRAIL SYSTEM END ANCHOR ASSEMBLY PER CALTRANS STANDARD PLAN A77S1 |
0.62
| 9 | EA | $800.00 | $980.00 |
$8,820.00
| $933.57 | $895.00 |
| | MIDWEST GUARDRAIL SYSTEM END CAP PER CALTRANS STANDARD PLAN A77M1 (TYPE A) |
0.24
| 10 | EA | $350.00 | $345.00 |
$3,450.00
| $298.29 | $310.00 |
| | MIDWEST GUARDRAIL SYSTEM (STEEL POST WITH PLASTIC BLOCK) |
4.08
| 1270 | LF | $40.00 | $46.00 |
$58,420.00
| $40.43 | $41.00 |
| | PCC CURB & GUTTER, TYPE A2-8, W=2.5' |
1.21
| 310 | LF | $35.00 | $56.00 |
$17,360.00
| $46.07 | $43.00 |
| | PCC CURB & GUTTER, TYPE A2-8, W=VAR |
0.11
| 29 | LF | $40.00 | $56.00 |
$1,624.00
| $51.97 | $46.00 |
| | RE-ESTABLISH CURB DRAIN OUTLET |
0.01
| 1 | LS | $1,500.00 | $210.00 |
$210.00
| $2,719.71 | $1,078.00 |
| | REMOVE AND DISPOSE OF EXISTING METAL HAND RAILINGS |
0.05
| 18 | LF | $30.00 | $39.00 |
$702.00
| $44.34 | $38.00 |
| | REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
1.31
| 1711 | LF | $12.00 | $11.00 |
$18,821.00
| $9.81 | $10.00 |
| | SAWCUT AND SEAL 6" CMP PIPE |
0.10
| 1 | LS | $5,000.00 | $1,400.00 |
$1,400.00
| $1,710.71 | $2,000.00 |
| | SIGN POST (ROADSIDE SIGN) |
0.20
| 8 | EA | $200.00 | $360.00 |
$2,880.00
| $308.43 | $325.00 |
| | SHREDDED MULCH, 3" THICK |
0.06
| 6 | CY | $200.00 | $140.00 |
$840.00
| $230.00 | $200.00 |
| | TRAFFIC CONTROL - ALLEN AVE |
1.47
| 1 | LS | $40,000.00 | $21,000.00 |
$21,000.00
| $38,971.86 | $35,000.00 |
| | TRAFFIC CONTROL - MARIPOSA ST |
0.15
| 1 | LS | $10,000.00 | $2,100.00 |
$2,100.00
| $20,828.57 | $16,000.00 |
| | CHANNEL COVER (PER SHEET 18, CHANNEL COVER STRUCTURAL DETAILS) |
11.43
| 282 | CY | $1,200.00 | $580.00 |
$163,560.00
| $1,014.00 | $1,100.00 |
| | BLUE RAISED PAVEMENT MARKER (RETROREFLECTIVE) |
0.02
| 12 | EA | $10.00 | $18.00 |
$216.00
| $16.96 | $16.50 |
| | AC PAVEMENT (SIDEWALK) |
0.91
| 59 | TON | $170.00 | $222.00 |
$13,098.00
| $226.00 | $200.00 |
| | TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
0.96
| 23000 | LB | $0.25 | $0.60 |
$13,800.00
| $0.49 | $0.50 |
| | AC CURB, TYPE D2 |
0.05
| 36 | LF | $40.00 | $20.50 |
$738.00
| $24.46 | $21.00 |
| | AC PAVEMENT (SHOULDERS AT GUARDRAIL) |
1.41
| 84 | TON | $200.00 | $240.00 |
$20,160.00
| $268.57 | $250.00 |
| | Total Percent | 100 | | | | Total Amount | $1,431,495.25 | | |
