PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/20/13 EST. NO.23 TIME 11:42 AM R.E. NAME: GONZALEZ, ALFONSO 04-2285E4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0244 279.62 E.W. @ F.A.(+) 082113 N 0458.0 0248 1,514.26 110413 N 0470.0 006 0023 1,552.49 E.W. @ F.A.(+) 080213 N 0439.0 0027 1,398.35 082813 N 0443.0 0028 1,379.85 082913 N 0444.0 0029 1,600.19 091713 N 0466.0 025 0001 715.00 E.W. @ L.S.(+) 091313 N 0410.0 034 0004 14,443.75 E.W. @ L.S.(+) 091313 N 0412.1 042 0002 42,573.00 E.W. @ L.S.(+) 121313 N 473.00 044 0004 126,950.36 E.W. @ L.S.(+) 081413 N 0474.0 050 0001 14,744.43 E.W. @ U.P (+) 101513 N 0421.0 058 0003 11,000.00 E.W. @ L.S.(+) 121513 N 951081 059 0001 14,670.40 E.W. @ L.S.(+) 121513 N 0476.0 064 0001 27,849.00 E.W. @ L.S.(+) 111513 N 0465.0 260,670.70 TOTAL THIS ESTIMATE 1,315,883.32 TOTAL PREVIOUS ESTIMATE 1,576,554.02 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/20/13 EST. NO.23 TIME 11:42 AM R.E. NAME: GONZALEZ, ALFONSO 04-2285E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILES ANOMALIES -900.00 20 UNREPAIRED CIDH PILE -3,306.00 21 UNREPAIRED CIDH PILE -981.00 21 UNREPAIRED CIDH PILE -300.00 21 0.00 -5,487.00 LABOR COMPLIANCE VIOLATION DELINQ CERT PAYROLL -10,000.00 11 NOR CAL MASONRY 10,000.00 14 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,487.00 PROGRAM CAS145 PAGE 1 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 LOCATION PROGRESS ESTIMATE 04-CC-4-R26.6/R27.5 ----------------- C.C. MYERS, INC. IN CONTRA COSTA COUNTY IN ANTIOCH 3286 FITZGERALD ROAD FROM 0.3 MILE WEST OF CONTRA LOMA RANCHO CORDOVA, CA 95741 BOULEVARD UNDERCROSSING TO 0.2 MILE EAST OF G STREET OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY AND RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500 002 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,880,000.00 12.000 48,000.00 411.000 1,644,000 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 24,000.00 2,300.000 23,000 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 27,160.00 2,978.000 20,846 005 TEMPORARY REINFORCED SILT FENCE LF 5.0000 1,600.00 70.000 350 006 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,800.00 1,100.000 5,500 007 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 0.850 85,000 008 TEMPORARY SUPPORT, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000 009 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 40,000.00 1.000 20,000 010 TEMPORARY CREEK DIVERSION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 (WATER-FILLED COFFERDAM) 011 18" TEMPORARY CULVERT LF 50.0000 54,500.00 1,578.000 78,900 012 18" TEMPORARY JACKED REINFORCED LF 1,100.0000 28,600.00 26.000 28,600 CONCRETE PIPE 013 TEMPORARY PIPE PLUG EA 200.0000 1,200.00 2.000 400 014 TEMPORARY ACTIVE TREATMENT SYSTEM LS 15,000.0000 15,000.00 0.440 6,600 015 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.040 4,000.00 0.870 87,000 016 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 017 TEMPORARY FIBER ROLL LF 3.0000 59,400.00 31,093.500 93,280 018 TEMPORARY SILT FENCE LF 3.0000 42,900.00 4,591.000 13,773 019 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 64,750.00 19.000 33,250 020 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 14,400.00 21.000 33,600 021 TEMPORARY COVER SQYD 3.0000 9,900.00 1,377.000 4,131.00 26,032.350 78,097 022 TEMPORARY STRAW BALE BARRIER LF 15.0000 4,800.00 148.000 2,220 PROGRAM CAS145 PAGE 2 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 16,500.00 14.000 7,000 (TEMPORARY EROSION CONTROL) 024 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 9,000.00 23.000 3,450 025 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 33,235.00 171,433.330 197,148 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 45,000.0000 45,000.00 0.040 1,800.00 0.860 38,700 027 RAIN EVENT ACTION PLAN EA 500.0000 49,500.00 2.000 1,000.00 25.000 12,500 028 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 029 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 11,500.00 1.000 500.00 28.000 14,000 030 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.900 90,000 031 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.040 10,000.00 0.800 200,000 032 TYPE III BARRICADE EA 75.0000 11,250.00 27.000 2,025 033 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,420.00 1,250.000 2,500 034 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 24,000.00 1,600.000 400.00 50,232.500 12,558 035 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 55,200.00 489.000 14,670 036 TEMPORARY PAVEMENT MARKER EA 4.0000 17,640.00 448.000 1,792.00 2,659.000 10,636 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.040 600.00 0.800 12,000 038 TEMPORARY RAILING (TYPE K) LF 6.2500 284,375.00 2,420.000 15,125.00 40,356.000 252,225 039 TEMPORARY CRASH CUSHION MODULE EA 300.0000 90,000.00 111.000 33,300 040 TEMPORARY CRASH CUSHION EA 2,000.0000 126,000.00 35.000 70,000 (TYPE ABSORB 350) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 12,670.00 536.000 375 STRIPE (HAZARDOUS WASTE) 042 NOISE MONITORING LS 10,000.0000 10,000.00 0.040 400.00 0.760 7,600 043 ABANDON CULVERT EA 800.0000 5,600.00 2.000 1,600 044 ABANDON PIPELINE LF 10.5000 3,465.00 157.000 1,648 045 DESTROY WELL EA 5,775.0000 40,425.00 5.000 28,875 046 REMOVE FENCE LF 5.0000 52,500.00 10,470.000 52,350 047 REMOVE METAL BEAM GUARD RAILING LF 8.0000 7,600.00 816.000 6,528 048 REMOVE SINGLE THRIE BEAM BARRIER LF 9.0000 61,740.00 3,677.000 33,093 049 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 3 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOUBLE THRIE BEAM BARRIER LF 12.0000 9,360.00 1,230.000 14,760 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,910.00 2,515.000 754 052 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 5,480.00 295.000 1,180 053 REMOVE PAVEMENT MARKER EA 2.0000 5,600.00 107.000 214.00 1,542.000 3,084 054 REMOVE ROADSIDE SIGN EA 125.0000 13,750.00 52.000 6,500 055 REMOVE ROADSIDE SIGN EA 150.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 7,500.0000 30,000.00 4.000 30,000 057 REMOVE FIRE HYDRANT ASSEMBLY EA 2,500.0000 12,500.00 1.000 2,500.00 2.000 5,000 058 REMOVE CULVERT LF 20.0000 31,000.00 982.050 19,641 059 REMOVE WATER PIPELINE LF 20.0000 5,400.00 0.000 0 060 REMOVE 24" ABANDONED PACIFIC GAS AND LF 19.0000 30,590.00 906.000 17,214 ELECTRIC GAS LINE 061 REMOVE WATER METER EA 300.0000 3,600.00 0.000 0 062 REMOVE INLET EA 230.0000 6,440.00 11.000 2,530 063 REMOVE SEWER MANHOLE EA 550.0000 2,750.00 2.000 1,100 064 REMOVE MANHOLE EA 550.0000 550.00 0.000 0 065 REMOVE SEWER PIPE LF 25.0000 29,750.00 386.000 9,650 066 REMOVE CONCRETE PAVING SQFT 0.5000 2,485.00 505.500 252 067 REMOVE BASE AND SURFACING CY 19.0000 2,850.00 206.000 3,914 068 RELOCATE ROADSIDE SIGN EA 225.0000 450.00 0.000 0 069 ADJUST PARTIAL INLET TO GRADE EA 1,100.0000 3,300.00 3.000 3,300 070 ADJUST FRAME AND COVER TO GRADE EA 335.0000 10,385.00 0.000 0 071 MODIFY INLET TO MANHOLE EA 1,520.0000 1,520.00 1.000 1,520 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 23,870.00 2,923.330 32,156 073 REMOVE CONCRETE CY 40.0000 19,200.00 295.050 11,802 074 REMOVE CONCRETE CURB LF 5.0000 7,000.00 180.000 900.00 834.000 4,170 075 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 54,660.00 200.000 1,200.00 4,335.000 26,010 076 REMOVE CONCRETE (VALLEY GUTTER) LF 11.0000 484.00 20.000 220 PROGRAM CAS145 PAGE 4 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE SIDEWALK SQFT 0.5000 16,150.00 16,187.000 8,093 078 CLEAN DRAINAGE FACILITY EA 10,000.0000 10,000.00 0.000 0 079 CAP INLET EA 1,000.0000 5,000.00 0.000 0 080 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 1.000 10,000 72" PIPE 081 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 1.000 10,000 120" PIPE 082 REMOVE BULKHEAD EA 1,000.0000 1,000.00 1.000 1,000 083 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 0.250 37,500 084 BRIDGE REMOVAL, LOCATION B LS 160,000.0000 160,000.00 1.000 160,000 085 BRIDGE REMOVAL, LOCATION C LS 6,000.0000 6,000.00 1.000 6,000 086 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.000 0 087 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 1.000 125,000 088 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.040 2,800.00 0.810 56,700 089 ROADWAY EXCAVATION CY 8.0000 936,000.00 945.000 7,560.00 107,948.250 863,586 090 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 98,700.00 7,995.000 111,930 (AERIALLY DEPOSITED LEAD) 091 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 092 ADL BURIAL LOCATION REPORT LS 4,500.0000 4,500.00 0.000 0 093 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 274,620.00 2,834.000 170,040 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 227,392.00 9,575.000 210,650 (F) 095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 30.0000 2,430.00 0.000 0 (F) 096 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 22,500.00 900.000 22,500 (F) 097 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 183,525.00 1,578.000 118,350 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 296,750.00 2,627.000 65,675.00 11,113.000 277,825 (F) 099 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 15.0000 5,100.00 0.000 0 (F) 100 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 47,850.00 112.000 5,600.00 885.000 44,250 (F) WALL) 101 SAND BACKFILL CY 160.0000 14,400.00 29.750 4,760 102 CONCRETE BACKFILL CY 100.0000 4,900.00 0.000 0 (F) 103 LEAN CONCRETE BACKFILL CY 100.0000 1,200.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SLURRY CEMENT BACKFILL CY 100.0000 49,000.00 470.000 47,000 105 DITCH EXCAVATION CY 20.0000 2,200.00 20.000 400.00 42.880 857 106 SOIL NAIL ASSEMBLY LF 25.0000 187,300.00 7,671.250 191,781 107 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 35.0000 4,900.00 140.000 4,900 108 CHECK DAM (EROSION CONTROL) LF 5.0000 390.00 0.000 0 109 EROSION CONTROL (COMPOST BLANKET) CY 90.0000 64,800.00 68.000 6,120 110 FIBER ROLLS LF 3.5000 78,050.00 925.000 3,237 111 COMPOST (INCORPORATE) SQYD 9.0000 203,400.00 3,861.100 34,749.90 4,811.100 43,299 112 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 1.000 1,000.00 3.000 3,000 113 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 25,440.00 34,750.000 2,780.00 51,510.000 4,120 114 ROLLED EROSION CONTROL PRODUCT SQFT 0.3300 4,554.00 18,690.000 6,167 (NETTING) 115 PLANT (GROUP M) EA 9.0000 25,200.00 2,800.000 25,200 116 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.000 0 117 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0 118 WATER METER EA 20,000.0000 140,000.00 5.000 100,000 119 8" CORRUGATED HIGH DENSITY LF 20.0000 19,000.00 144.000 2,880 POLYETHYLENE PIPE CONDUIT 120 CLASS 4 AGGREGATE SUBBASE CY 17.0000 476,000.00 2,721.500 46,265.50 15,353.200 261,004 121 CLASS 2 AGGREGATE BASE CY 27.0000 58,320.00 140.000 3,780 122 CLASS 3 AGGREGATE BASE CY 28.0000 197,120.00 4,268.000 119,504 123 LEAN CONCRETE BASE CY 115.0000 1,173,000.00 2,054.860 236,308 124 SLURRY SEAL TON 1,200.0000 43,200.00 0.000 0 125 HOT MIX ASPHALT TON 75.0000 2,272,500.00 2,152.670 161,450.25 14,032.110 1,052,408 126 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 316.00 0.000 0 127 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,240.00 0.000 0 128 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 20,920.00 0.000 0 129 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 480.00 0.000 0 130 PLACE HOT MIX ASPHALT SQYD 5.5000 5,830.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 6 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TACK COAT TON 1,115.0000 26,760.00 5.000 5,575.00 11.000 12,265 132 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 3,103,000.00 3,222.980 467,332 133 SHOULDER RUMBLE STRIP STA 150.0000 12,900.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 134 SEAL PAVEMENT JOINT LF 1.6900 143,312.00 0.000 0 135 SEAL ISOLATION JOINT LF 9.0000 30,420.00 0.000 0 136 STEEL SOLDIER PILE (W18 X 158) LF 150.0000 63,750.00 0.000 0 137 30" DRILLED HOLE LF 25.0000 7,125.00 0.000 0 138 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 190.0000 681,910.00 1,875.500 356,345 139 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 392,000.00 195.900 195,900 140 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 163,750.00 0.000 0 141 FURNISH PILING (CLASS 140) LF 55.0000 234,795.00 4,236.980 233,033 (ALTERNATIVE W) 142 DRIVE PILE (CLASS 140) EA 1,050.0000 97,650.00 93.000 97,650 (ALTERNATIVE W) 143 FURNISH PILING (CLASS 200) LF 25.0000 264,675.00 7,687.810 192,195 (ALTERNATIVE X) 144 DRIVE PILE (CLASS 200) EA 1,050.0000 239,400.00 171.000 179,550 (ALTERNATIVE X) 145 FURNISH PILING (CLASS 200) LF 60.0000 96,840.00 1,614.000 96,840 (ALTERNATIVE W) 146 DRIVE PILE (CLASS 200) EA 1,100.0000 35,200.00 32.000 35,200 (ALTERNATIVE W) 147 16" CAST-IN-DRILLED-HOLE CONCRETE LF 60.0000 514,260.00 3,644.750 218,685.00 8,093.000 485,580 PILING (SOUND WALL) 148 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.620 77,500 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 275,100.00 581.500 174,450 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 1,878,320.00 2,150.500 1,139,765 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 2,135,700.00 31.000 10,850.00 5,595.000 1,958,250 (F) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 210,150.00 165.000 74,250 (F) (TYPE N) 153 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 43,000.00 0.000 0 (F) (TYPE N MODIFIED) 154 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 849,200.00 771.740 848,914 (F) 155 STRUCTURAL CONCRETE CY 650.0000 53,300.00 62.000 40,300 (F) (HEADWALL/WINGWALL) 156 STRUCTURAL CONCRETE CY 650.0000 71,500.00 110.000 71,500 (F) (TRANSITION STRUCTURE) PROGRAM CAS145 PAGE 7 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CANTILEVER WALL PRECAST CONCRETE BOX LF 900.0000 59,400.00 66.000 59,400 (F) CULVERT 158 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 288,000.00 23.890 21,501.00 175.380 157,842 (F) 159 MINOR CONCRETE (SOUND WALL) CY 700.0000 254,100.00 14.000 9,800.00 363.000 254,100 (F) 160 MINOR CONCRETE (BACKFILL) CY 115.0000 14,950.00 25.530 2,935 161 ARCHITECTURAL TREATMENT SQFT 6.0000 395,436.00 10,849.000 65,094.00 56,459.000 338,754 (F) 162 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 39.0000 839,709.00 10,300.000 401,700 DECK UNIT (SLAB TYPE) (70'-80') 163 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 600.0000 40,800.00 32.000 19,200 UNIT 164 SOUND WALL (BARRIER) SQFT 15.0000 29,580.00 0.000 0 (F) (LIGHT WEIGHT MASONRY BLOCK) 165 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 1,013,700.00 48,177.000 722,655 (F) 166 JOINT SEAL (MR 1") LF 45.0000 15,210.00 0.000 0 167 JOINT SEAL (MR 2") LF 70.0000 10,080.00 0.000 0 168 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 1,038,510.00 68,645.000 61,780.50 633,000.000 569,700 (F) 169 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 782,850.00 744,077.000 744,077 (F) 170 BAR REINFORCING STEEL LB 1.0000 10,658.00 7,558.000 7,558 (F) (HEADWALL/WINGWALL) 171 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 221,682.00 178,442.680 178,442 (F) 172 BAR REINFORCING STEEL LB 1.0000 15,950.00 15,950.000 15,950 (F) (TRANSITION STRUCTURE) 173 SHOTCRETE CY 400.0000 56,000.00 140.000 56,000 (F) 174 EBART PULL BOX (TYPE E) EA 6,000.0000 78,000.00 2.010 12,060 175 EBART PULL BOX (TYPE B) EA 5,000.0000 5,000.00 0.000 0 176 EBART CONDUIT RACEWAY (6-4") LF 80.0000 294,400.00 200.000 16,000 177 EBART CONCUIT RACEWAY (2-4") LF 70.0000 11,200.00 60.000 4,200 178 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 38,430.00 12,810.000 38,430.00 12,810.000 38,430 (F) WITH WALKWAY) 179 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.5000 6,405.00 12,810.000 6,405.00 12,810.000 6,405 (F) WITH WALKWAY) 180 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 245,592.00 68,220.000 245,592.00 68,220.000 245,592 (F) 181 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 13,644.00 68,220.000 13,644.00 68,220.000 13,644 (F) 182 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 10,320.00 0.000 0 183 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 8,500.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,720.00 0.000 0 (0.063"-UNFRAMED) 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 0.000 0 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 0.000 0 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,615.00 0.000 0 (0.080"-FRAMED) 188 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 56,250.00 50.000 37,500.00 75.000 56,250 (SIGN FOUNDATION) 189 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,000.00 0.000 0 190 ROADSIDE SIGN - ONE POST EA 225.0000 17,775.00 0.000 0 191 ROADSIDE SIGN - TWO POST EA 650.0000 7,150.00 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,875.00 0.000 0 METHOD) 193 TIMBER LAGGING MFBM 2,500.0000 7,500.00 0.000 0 (F) 194 12" ALTERNATIVE PIPE CULVERT LF 40.0000 9,600.00 162.000 6,480 195 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 45.0000 207,000.00 868.000 39,060.00 3,766.350 169,485 196 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 45.0000 181,350.00 638.000 28,710.00 2,866.000 128,970 197 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 1,800.00 30.000 1,800 198 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 131,300.00 1,852.000 120,380 199 30" ALTERNATIVE PIPE CULVERT LF 90.0000 49,500.00 22.000 1,980.00 172.000 15,480 200 18" ALTERNATIVE SLOTTED PIPE LF 65.0000 44,200.00 418.200 27,183 201 12" REINFORCED CONCRETE PIPE LF 85.0000 425.00 0.000 0 202 JACKED 18" REINFORCED CONCRETE PIPE LF 670.0000 60,300.00 90.000 60,300 203 18" REINFORCED CONCRETE PIPE LF 50.0000 4,550.00 91.000 4,550 204 24" REINFORCED CONCRETE PIPE LF 55.0000 5,500.00 0.000 0 205 JACKED 24" REINFORCED CONCRETE PIPE LF 600.0000 108,000.00 60.000 36,000 206 30" REINFORCED CONCRETE PIPE LF 105.0000 945.00 0.000 0 207 JACKED 30" REINFORCED CONCRETE PIPE LF 970.0000 39,770.00 32.000 31,040 208 36" REINFORCED CONCRETE PIPE LF 200.0000 2,200.00 11.000 2,200 209 42" REINFORCED CONCRETE PIPE LF 95.0000 5,795.00 58.000 5,510 210 72" REINFORCED CONCRETE PIPE LF 200.0000 8,600.00 44.000 8,800 PROGRAM CAS145 PAGE 9 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 120" REINFORCED CONCRETE PIPE LF 1,000.0000 320,000.00 315.400 315,400 212 JACKED 120" REINFORCED CONCRETE PIPE LF 2,300.0000 1,311,000.00 397.890 915,147 213 18" REINFORCED CONCRETE PIPE (CLASS V) LF 95.0000 7,410.00 0.000 0 214 24" REINFORCED CONCRETE PIPE (CLASS V) LF 120.0000 2,400.00 0.000 0 215 12" BITUMINOUS COATED CORRUGATED STEEL LF 25.0000 2,000.00 0.000 0 PIPE (.064" THICK) 216 18" BITUMINOUS COATED CORRUGATED STEEL LF 40.0000 1,520.00 0.000 0 PIPE (.064" THICK) 217 24" BITUMINOUS COATED CORRUGATED STEEL LF 45.0000 3,465.00 54.000 2,430 PIPE (.079" THICK) 218 30" BITUMINOUS COATED CORRUGATED STEEL LF 55.0000 1,760.00 32.000 1,760 PIPE (0.064" THICK) 219 36" BITUMINOUS COATED CORRUGATED STEEL LF 485.0000 1,940.00 0.000 0 PIPE (.064" THICK) 220 48" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 58,900.00 576.000 54,720 PIPE (0.064" THICK) 221 18" SLOTTED CORRUGATED STEEL PIPE LF 75.0000 14,250.00 188.200 14,115 222 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 27,320.00 484.000 9,680.00 1,366.000 27,320 (RETAINING WALL) 223 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 3,300.00 108.000 3,240 224 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 55,050.00 0.000 0 225 CITY OF ANTIOCH (TYPE C) INLET EA 1,500.0000 37,500.00 14.100 21,150 226 DRAINAGE INLET MARKER EA 45.0000 1,980.00 0.000 0 227 GRATED LINE DRAIN LF 60.0000 6,600.00 0.000 0 228 10" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 33,500.00 335.000 33,500 (GAS) 229 16" WELDED STEEL PIPE CASING (BRIDGE) LF 120.0000 9,960.00 83.000 9,960 230 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 13,280.00 83.000 13,280 231 18" WELDED STEEL PIPE CASING LF 185.0000 5,735.00 31.000 5,735 (WATER LINE) 232 8" DUCTILE IRON WATER MAIN LF 75.0000 31,500.00 0.000 0 233 2" WATER LATERAL LF 70.0000 6,160.00 0.000 0 234 3" WATER LATERAL LF 75.0000 8,250.00 0.000 0 235 12" WELDED STEEL PIPE (.250" THICK) LF 120.0000 15,600.00 101.100 12,132 236 24" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0 237 SIDEWALK CROSS DRAIN EA 1,500.0000 6,000.00 1.000 1,500 PROGRAM CAS145 PAGE 10 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 DRAINAGE INLET PROTECTION EA 150.0000 2,400.00 3.000 450.00 3.000 450 (EROSION CONTROL) 239 SANITARY SEWER TRUNK MANHOLE EA 4,250.0000 25,500.00 2.000 8,500 240 4" VITRIFIED CLAY PIPE LF 115.0000 23,000.00 133.000 15,295 (SANITARY SEWER LATERAL) 241 15" VITRIFIED CLAY PIPE LF 105.0000 158,550.00 454.000 47,670 (SANITARY SEWER MAIN) 242 8" STEEL SANITARY SEWER MAIN LF 90.0000 51,300.00 0.000 0 243 15" STEEL SANITARY SEWER MAIN LF 200.0000 40,000.00 0.000 0 244 SANITARY SEWER LATERAL CLEANOUT EA 350.0000 2,800.00 0.000 0 245 SANITARY SEWER SIPHON MANHOLE EA 25,000.0000 25,000.00 0.000 0 246 SANITARY SEWER SIPHON OUTLET MANHOLE EA 25,000.0000 25,000.00 0.000 0 247 3" CURB DRAIN LF 50.0000 3,700.00 16.000 800 248 ROCK SLOPE PROTECTION CY 80.0000 20,800.00 111.430 8,914 (FACING, METHOD B) 249 SLOPE PAVING (CONCRETE) (BLOCK PAVERS) SQFT 15.0000 115,050.00 1,663.000 24,945.00 1,663.000 24,945 (F) 250 MINOR CONCRETE (DITCH LINING) CY 400.0000 44,000.00 22.880 9,152 251 CLASS 8 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,380.00 419.620 629 252 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 387,000.00 26.220 7,866.00 544.870 163,461 CONSTRUCTION) 253 MINOR CONCRETE (GUTTER) LF 25.0000 59,250.00 60.000 1,500 (F) 254 MINOR CONCRETE SQFT 6.5000 75,400.00 0.000 0 (CONTRASTING SURFACE TREATMENT) 255 MISCELLANEOUS IRON AND STEEL LB 0.6000 30,219.00 22,656.200 13,593 (F) 256 GRATE LOCKING DEVICE EA 150.0000 150.00 0.000 0 257 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 27,190.00 1,065.000 5,325 (F) 258 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 11,100.00 1,725.000 10,350 (F) 259 BLOW-OFF ASSEMBLY EA 2,500.0000 2,500.00 0.000 0 260 AIR AND VACUUM RELIEF VALVE EA 3,250.0000 3,250.00 0.000 0 261 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 3,960.00 0.000 0 262 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 22.0000 14,146.00 220.000 4,840 (F) 263 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 42,693.00 476.000 9,996 (F) 264 WOOD FENCE LF 90.0000 35,100.00 209.200 18,828 PROGRAM CAS145 PAGE 11 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 5' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 266 6' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 6,000.00 4.000 6,000 267 10' CHAIN LINK GATE (TYPE CL-6) EA 1,750.0000 5,250.00 1.000 1,750 268 SURVEY MONUMENT (TYPE D) EA 550.0000 4,950.00 0.000 0 269 CITY OF ANTIOCH MONUMENT EA 600.0000 7,200.00 0.000 0 270 DELINEATOR (CLASS 1) EA 35.0000 2,170.00 0.000 0 271 OBJECT MARKER (TYPE K) EA 60.0000 120.00 0.000 0 272 OBJECT MARKER (TYPE R) EA 50.0000 100.00 0.000 0 273 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 5,600.00 0.000 0 274 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 4,400.00 0.000 0 275 CHAIN LINK RAILING (TYPE 6, VINYL-CLAD) LF 100.0000 54,700.00 273.500 27,350 (F) 276 CONCRETE BARRIER (TYPE K) LF 21.5000 24,510.00 0.000 0 277 TUBULAR HANDRAILING LF 85.0000 6,545.00 38.500 3,272 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 170.0000 108,970.00 276.000 46,920.00 641.000 108,970 (F) 279 EBART CONCRETE BARRIER (TYPE B) LF 185.0000 105,450.00 0.000 0 280 EBART CONCRETE BARRIER (TYPE C) LF 225.0000 168,750.00 0.000 0 281 EBART CONCRETE BARRIER (TYPE A) LF 105.0000 600,600.00 0.000 0 282 CABLE RAILING LF 15.0000 24,045.00 953.000 14,295.00 953.000 14,295 (F) 283 TRANSITION RAILING (TYPE WB) EA 2,500.0000 12,500.00 0.000 0 284 END CAP EA 750.0000 6,000.00 0.000 0 285 TERMINAL SYSTEM (TYPE CAT) EA 4,000.0000 8,000.00 0.000 0 286 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 0.000 0 287 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0 288 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 289 CRASH CUSHION, SAND FILLED EA 400.0000 5,600.00 0.000 0 290 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0 291 CONCRETE BARRIER (TYPE 60) LF 60.0000 40,200.00 550.000 33,000 PROGRAM CAS145 PAGE 12 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60C) LF 90.0000 98,100.00 538.000 48,420 293 CONCRETE BARRIER (TYPE 60D) LF 30.0000 54,750.00 953.000 28,590.00 1,261.000 37,830 (F) 294 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 200.0000 1,400.00 0.000 0 295 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 115.0000 26,680.00 0.000 0 (F) 296 CONCRETE BARRIER (TYPE 732) LF 70.0000 22,400.00 0.000 0 (F) 297 CONCRETE BARRIER (TYPE 732A) LF 45.0000 117,720.00 821.000 36,945 (F) 298 CONCRETE BARRIER (TYPE 736A) LF 50.0000 9,450.00 0.000 0 (F) 299 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.0000 66,555.00 0.000 0 (F) 300 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 161,010.00 380.000 34,200 (F) 301 CONCRETE BARRIER (TYPE 742A) LF 100.0000 7,000.00 0.000 0 (F) 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 19,460.00 0.000 0 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 985.00 0.000 0 304 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,775.00 0.000 0 305 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 22,480.00 0.000 0 306 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 7,175.00 0.000 0 307 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,200.00 44.000 88 308 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 309 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.250 37,500 310 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.330 49,500 311 SIGNAL AND LIGHTING LS 175,000.0000 175,000.00 0.500 87,500 (CITY STREET LOCATION 3) 312 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.720 122,400 (CITY STREET LOCATION 4) 313 LIGHTING (CITY STREET) LS 250,000.0000 250,000.00 0.060 15,000.00 0.487 121,750 314 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.931 186,200 315 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.180 36,000.00 0.509 101,800 316 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.000 0 317 COMMUNICATION CONDUIT (FIBER OPTIC) LS 200,000.0000 200,000.00 0.152 30,400.00 0.667 133,400 318 TRAFFIC OPERATIONS SYSTEM LS 170,000.0000 170,000.00 0.030 5,100.00 0.455 77,350 PROGRAM CAS145 PAGE 13 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 INTEGRATED CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0 320 CAMERA CONTROL UNIT EA 10,000.0000 10,000.00 0.000 0 321 VIDEO ENCODER UNIT EA 10,000.0000 10,000.00 0.000 0 322 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 10,000.00 0.000 0 WIRELESS MODEM ASSEMBLY 323 RACK-MOUNTED POWER STRIP EA 1,000.0000 1,000.00 0.000 0 324 EQUIPMENT SHELF WITH BRACKETS EA 1,000.0000 3,000.00 0.000 0 325 HYBRID CAMERA CABLE LF 10.0000 9,000.00 0.000 0 326 CCTV POLE AND CAMERA MOUNTING ADAPTER EA 5,000.0000 5,000.00 0.000 0 327 FIRE HYDRANT ASSEMBLY EA 7,000.0000 28,000.00 1.000 7,000.00 2.000 14,000 PROGRAM CAS145 PAGE 14 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 11:42 AM ESTIMATE NO. 23 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,451,695.15 22,390,466.07 ADJUSTMENT OF COMPENSATION 0.00 3,273.75 EXTRA WORK 260,670.70 1,573,280.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,712,365.85 23,967,020.09 328 MOBILIZATION LS 3,869,288.0000 3,869,288.00 1.000 3,869,288 ORIGINAL CONTRACT AMOUNT 42,380,000.00 TOTAL WORK COMPLETED 1,712,365.85 27,836,308.09 MATERIALS ON HAND ON SITE 1,046,807.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,487.00 TOTAL 1,712,365.85 28,877,628.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/03/11 720 12/29/11 03/05/12 06/30/15 406 39 7 0 61% 56% PROGRESS IS SATISFACTORY GONZALEZ, ALFONSO RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/13