| 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 $3,000) |
0.07
| 1 | LS | $3,000.00 | $3,000.00 |
$3,000.00
| $3,000.00 | $3,000.00 |
| 001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.10
| 9 | MTH | $500.00 | $500.00 |
$4,500.00
| $500.00 | $500.00 |
| 001.06.009 | 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 |
| 001.07.003 | IMPLEMENTATION OF BMPS |
0.44
| 1 | LS | $45,000.00 | $20,000.00 |
$20,000.00
| $69,577.50 | $48,000.00 |
| 001.07.021 | SHORING OF OPEN EXCAVATIONS |
0.33
| 1 | LS | $40,000.00 | $15,000.00 |
$15,000.00
| $27,967.00 | $10,500.00 |
| 001.09.003 | MOBILIZATION |
6.37
| 1 | LS | $500,000.00 | $292,779.00 |
$292,779.00
| $377,397.90 | $443,100.00 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.17
| 16 | LF | $100.00 | $500.00 |
$8,000.00
| $106.24 | $57.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.41
| 38 | CY | $200.00 | $500.00 |
$19,000.00
| $213.31 | $197.50 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.02
| 2 | CY | $300.00 | $500.00 |
$1,000.00
| $787.93 | $655.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
3.34
| 1248 | CY | $120.00 | $123.00 |
$153,504.00
| $99.95 | $120.00 |
| 300.04.007 | STRUCTURE EXCAVATION (BRIDGE) |
0.21
| 224 | CY | $150.00 | $44.00 |
$9,856.00
| $115.04 | $97.00 |
| 300.04.013 | STRUCTURE EXCAVATION (RETAINING WALL) |
0.12
| 122 | CY | $120.00 | $44.00 |
$5,368.00
| $140.94 | $135.50 |
| 300.04.021 | PERVIOUS BACKFILL |
0.06
| 19 | CY | $200.00 | $142.00 |
$2,698.00
| $281.54 | $235.00 |
| 300.04.027 | STRUCTURE BACKFILL (BRIDGE) |
0.18
| 54 | CY | $350.00 | $155.00 |
$8,370.00
| $291.21 | $267.56 |
| 300.04.033 | STRUCTURE BACKFILL (RETAINING WALL) |
0.39
| 116 | CY | $280.00 | $155.00 |
$17,980.00
| $182.54 | $178.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
1.48
| 774 | CY | $100.00 | $88.00 |
$68,112.00
| $102.86 | $89.00 |
| 302.05.013 | AC PAVEMENT |
5.39
| 1549 | TON | $250.00 | $160.00 |
$247,840.00
| $180.75 | $157.50 |
| 302.05.017 | AC PAVEMENT(INVERTED SHOULDERS) |
0.20
| 7 | TON | $325.00 | $1,300.00 |
$9,100.00
| $1,040.85 | $780.50 |
| 302.05.023 | RECONSTRUCT MANHOLE |
0.17
| 1 | EA | $5,000.00 | $7,800.00 |
$7,800.00
| $5,961.97 | $7,395.00 |
| 303.01.006 | STRUCTURE CONCRETE (BRIDGE) |
2.58
| 108 | CY | $1,600.00 | $1,100.00 |
$118,800.00
| $1,165.09 | $1,055.00 |
| 303.01.014 | STRUCTURE CONCRETE (RETAINING WALL) |
1.61
| 41 | CY | $1,400.00 | $1,800.00 |
$73,800.00
| $1,346.48 | $1,390.92 |
| 303.01.042 | BAR REINFORCING STEEL (BRIDGE) |
1.37
| 73149 | LB | $1.90 | $0.86 |
$62,908.14
| $1.75 | $1.23 |
| 303.01.307 | CATCH BASIN PER STD PLAN 300, W=3.5 |
0.33
| 1 | EA | $5,000.00 | $15,000.00 |
$15,000.00
| $10,966.60 | $8,450.00 |
| 303.01.329 | PIPE CONNECTION PER STD PLAN 335, CASE 3 |
0.18
| 1 | EA | $3,000.00 | $8,500.00 |
$8,500.00
| $4,896.60 | $2,875.49 |
| 303.01.339 | JUNCTION STRUCTURE PER STD PLAN 331 |
0.16
| 1 | EA | $5,000.00 | $7,500.00 |
$7,500.00
| $9,439.35 | $6,850.00 |
| 303.01.346 | MANHOLE PER STD PLAN 320 |
0.87
| 2 | EA | $10,000.00 | $20,000.00 |
$40,000.00
| $11,702.22 | $10,950.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=1, CASE 2 INLET |
0.11
| 1 | EA | $2,000.00 | $5,000.00 |
$5,000.00
| $7,087.10 | $8,300.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
0.36
| 143 | LF | $50.00 | $115.00 |
$16,445.00
| $79.25 | $68.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
0.35
| 1150 | SF | $8.00 | $14.00 |
$16,100.00
| $12.58 | $12.89 |
| 303.05.050 | PCC CURB RAMPS |
0.10
| 4 | CY | $500.00 | $1,100.00 |
$4,400.00
| $1,896.00 | $1,405.00 |
| 303.05.057 | PCC WALK & DRIVEWAYS, 6" THICK |
0.07
| 168 | SF | $12.00 | $20.00 |
$3,360.00
| $25.60 | $27.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.08
| 30 | SF | $55.00 | $120.00 |
$3,600.00
| $83.87 | $70.00 |
| 304.02.009 | TUBULAR HAND RAILING (CALTRANS STD PLAN B11-51) |
0.26
| 40 | LF | $110.00 | $299.00 |
$11,960.00
| $278.78 | $299.50 |
| 304.02.013 | CABLE RAILING (CALTRANS STD PLAN B11-47) |
0.10
| 50 | LF | $70.00 | $90.00 |
$4,500.00
| $211.06 | $164.90 |
| 304.03.003 | CHAIN LINK FENCE, 6' HIGH |
0.03
| 13 | LF | $100.00 | $96.00 |
$1,248.00
| $245.43 | $300.00 |
| 304.06.003 | REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
0.07
| 151 | LF | $40.00 | $22.00 |
$3,322.00
| $58.48 | $37.50 |
| 304.06.019 | MIDWEST GUARDRAIL SYSTEM (STEEL POST W/ PLASTIC BLOCK) |
0.28
| 175 | LF | $100.00 | $74.00 |
$12,950.00
| $134.43 | $79.14 |
| 304.06.043 | MIDWEST GUARDRAIL SYSTEM END ANCHOR ASSEMBLY (TYPE SFT) PER STD PLAN A77S1 |
0.05
| 1 | EA | $2,000.00 | $2,210.00 |
$2,210.00
| $4,133.43 | $1,700.00 |
| 304.06.049 | RAILING DELINEATION PER CALTRANS STD PLAN A77N4 |
0.01
| 12 | EA | $100.00 | $24.00 |
$288.00
| $243.33 | $29.63 |
| 304.06.051 | TRANSITION RAILING (TYPE WB) |
0.14
| 1 | EA | $5,000.00 | $6,400.00 |
$6,400.00
| $8,090.54 | $7,227.72 |
| 305.01.005 | 42" DIA CIDH PILES |
13.31
| 340 | LF | $1,600.00 | $1,800.00 |
$612,000.00
| $1,752.11 | $1,950.00 |
| 306.01.129 | 18" RCP, 2000 D |
0.67
| 124 | LF | $300.00 | $250.00 |
$31,000.00
| $264.50 | $245.00 |
| 306.01.131 | 42" RCP, 1600 D |
0.66
| 89 | LF | $500.00 | $340.00 |
$30,260.00
| $502.20 | $377.50 |
| 310.05.007 | DETAIL 41 (THERMOPLASTIC) |
0
| 40 | LF | $2.50 | $5.00 |
$200.00
| $8.33 | $6.13 |
| 310.05.007 | DETAIL 22 (THERMOPLASTIC) |
0.05
| 850 | LF | $3.00 | $2.50 |
$2,125.00
| $3.70 | $3.32 |
| 310.05.022 | DETAIL 27B (THERMOPLASTIC) |
0.03
| 1060 | LF | $2.00 | $1.50 |
$1,590.00
| $2.47 | $2.00 |
| 310.05.034 | PAVEMENT MARKINGS (THERMOPLASTIC) |
0.03
| 194 | SF | $10.00 | $7.50 |
$1,455.00
| $10.44 | $9.19 |
| 310.05.106 | REMOVE DETAIL 41 (THERMOPLASTIC) |
0
| 55 | LF | $3.00 | $3.00 |
$165.00
| $5.53 | $4.50 |
| 310.05.106 | REMOVE DETAIL 22 (THERMOPLASTIC) |
0.04
| 610 | LF | $3.50 | $3.00 |
$1,830.00
| $4.08 | $3.88 |
| 310.05.106 | REMOVE DETAIL 38 (THERMOPLASTIC) |
0
| 60 | LF | $3.00 | $3.00 |
$180.00
| $5.43 | $4.50 |
| 310.05.118 | REMOVE DETAIL 27B (THERMOPLASTIC) |
0.04
| 550 | LF | $2.75 | $3.00 |
$1,650.00
| $4.04 | $3.88 |
| 310.05.129 | REMOVE PAVEMENT MARKINGS (THERMOPLASTIC) |
0.05
| 660 | SF | $7.00 | $3.75 |
$2,475.00
| $5.05 | $4.85 |
| 315.06.003 | SIGN PANEL |
0.06
| 17 | EA | $150.00 | $150.00 |
$2,550.00
| $208.95 | $188.75 |
| 315.06.023 | RELOCATE SIGN |
0.01
| 3 | EA | $150.00 | $150.00 |
$450.00
| $283.45 | $191.25 |
| 315.06.025 | REMOVE SIGN |
0.04
| 52 | EA | $100.00 | $35.00 |
$1,820.00
| $265.18 | $44.38 |
| 601.09.011 | TRAFFIC CONTROL |
2.14
| 1 | LS | $150,000.00 | $98,551.00 |
$98,551.00
| $122,371.35 | $111,775.50 |
| 601.09.013 | TEMPORARY CRASH CUSHION ARRAY |
0.33
| 2 | EA | $10,000.00 | $7,500.00 |
$15,000.00
| $6,234.50 | $5,535.00 |
| 601.09.015 | TEMPORARY RAILING (TYPE K) |
0.54
| 200 | LF | $75.00 | $125.00 |
$25,000.00
| $99.65 | $100.00 |
| 601.09.019 | CHANGEABLE MESSAGE SIGN |
0.47
| 5 | EA | $5,000.00 | $4,300.00 |
$21,500.00
| $10,187.50 | $10,650.00 |
| | REMOVE RURAL CATCH BASIN |
0.03
| 1 | EA | $1,000.00 | $1,500.00 |
$1,500.00
| $3,787.50 | $2,550.00 |
| | RURAL CATCH BASIN |
0.48
| 2 | EA | $10,000.00 | $11,000.00 |
$22,000.00
| $9,846.72 | $8,400.00 |
| | STEEL TRUSS BRIDGE |
38.62
| 1 | LS | $1,900,000.00 | $1,775,780.00 |
$1,775,780.00
| $1,755,797.00 | $1,820,000.00 |
| | SIGN POST (ROADSIDE SIGN) |
0.03
| 6 | EA | $225.00 | $250.00 |
$1,500.00
| $403.25 | $316.25 |
| | STRUCTURE CONCRETE (DECK) |
2.97
| 124 | CY | $1,300.00 | $1,100.00 |
$136,400.00
| $745.49 | $636.50 |
| | TEMPORARY SHORING |
1.74
| 1 | LS | $100,000.00 | $80,000.00 |
$80,000.00
| $80,255.17 | $82,500.00 |
| | WATER QUALITY MONITORING STATION (ALLOWANCE OF $20,000) |
0.44
| 20000 | AL | $1.00 | $1.00 |
$20,000.00
| $1.00 | $1.00 |
| | - |
0
| 0 | LF | $1.00 | $0.00 |
$0.00
| $0.00 | $0.00 |
| | 12" STRIPING (THERMOPLASTIC) |
0.01
| 40 | LF | $3.50 | $7.50 |
$300.00
| $17.39 | $10.00 |
| | 6" WHITE CHEVRON STRIPING (THERMOPLASTIC) |
0.02
| 360 | LF | $3.00 | $2.00 |
$720.00
| $4.28 | $3.50 |
| | AC DIKE PER CALTRANS STD A87B |
0.27
| 100 | LF | $10.00 | $125.00 |
$12,500.00
| $78.93 | $66.63 |
| | AESTHETIC TREATMENT FOR CONCRETE BARRIER |
0.33
| 40 | LF | $170.00 | $375.00 |
$15,000.00
| $321.50 | $260.00 |
| | AC PAVEMENT (DITCH) |
0.51
| 18 | TON | $250.00 | $1,300.00 |
$23,400.00
| $776.65 | $690.00 |
| | BRIDGE REMOVAL (PORTION) |
0.04
| 1 | LS | $35,000.00 | $2,000.00 |
$2,000.00
| $58,951.00 | $57,120.00 |
| | BAR REINFORCING STEEL (DECK) |
0.92
| 33480 | LB | $2.30 | $1.26 |
$42,184.80
| $2.29 | $1.43 |
| | BAR REINFORCING STEEL (RETAINING WALL) |
0.22
| 10980 | LB | $2.10 | $0.93 |
$10,211.40
| $2.07 | $1.26 |
| | CONCRETE BARRIER (TYPE 742 MODIFIED) |
0.29
| 40 | LF | $350.00 | $333.00 |
$13,320.00
| $719.61 | $705.00 |
| | CRASH CUSHION SYSTEM |
0.93
| 2 | EA | $57,000.00 | $21,400.00 |
$42,800.00
| $26,957.21 | $23,711.06 |
| | HEADWALL AND WINGWALLS (CALTRANS STD PLAN D86B) |
0.44
| 4 | CY | $2,000.00 | $5,000.00 |
$20,000.00
| $4,668.82 | $4,950.00 |
| | IMPLEMENTATION OF DEWATERING PLAN |
1.85
| 1 | LS | $20,000.00 | $85,000.00 |
$85,000.00
| $28,244.50 | $25,000.00 |
| | IMPLEMENTATION OF DEBRIS CONTAINMENT AND COLLECTION PLAN |
0.24
| 1 | LS | $20,000.00 | $11,000.00 |
$11,000.00
| $43,475.00 | $20,850.00 |
| | IN-LINE TERMINAL SYSTEM (TYPE MSKT-SP-MGS) |
0.44
| 4 | EA | $7,000.00 | $5,100.00 |
$20,400.00
| $5,253.38 | $5,050.00 |
| | PREPARATION OF DEBRIS CONTAINMENT AND COLLECTION PLAN (STIPULATED UNIT PRICE OF $3,000) |
0.07
| 1 | LS | $3,000.00 | $3,000.00 |
$3,000.00
| $3,000.00 | $3,000.00 |
| | PREPARATION OF DEWATERING PLAN (STIPULATED UNIT PRICE OF $2,000) |
0.04
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $2,000.00 | $2,000.00 |
| | PRECAST DRAINAGE INLET PER CALTRANS STD PLAN D73B |
0.26
| 1 | EA | $5,000.00 | $12,000.00 |
$12,000.00
| $8,400.38 | $7,250.00 |
| | RAILING |
0.54
| 75 | LF | $150.00 | $330.00 |
$24,750.00
| $260.56 | $231.00 |
| | REMOVE DELINEATORS (FLEXIBLE POST) |
0.22
| 20 | EA | $30.00 | $500.00 |
$10,000.00
| $137.75 | $68.75 |
| | REMOVE 12" WHITE LINE (THERMOPLASTIC) |
0.01
| 100 | LF | $3.50 | $3.00 |
$300.00
| $5.78 | $4.50 |
| | REMOVE HEADWALL RAILING |
0.98
| 30 | LF | $50.00 | $1,500.00 |
$45,000.00
| $273.10 | $60.00 |
| | REMOVE EXISTING BOLLARD |
0.03
| 3 | EA | $10.00 | $500.00 |
$1,500.00
| $772.10 | $488.00 |
| | Total Percent | 100 | | | | Total Amount | $4,597,565.34 | | |
