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 03/21/12 EST. NO.02 TIME 02:12 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/21/12 EST. NO.02 TIME 02:12 PM R.E. NAME: GONZALEZ, ALFONSO 04-2285E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,880,000.00 7.000 28,000.00 7.000 28,000.00 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 24,000.00 0.000 0.00 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 27,160.00 0.000 0.00 005 TEMPORARY REINFORCED SILT FENCE LF 5.0000 1,600.00 0.000 0.00 006 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,800.00 0.000 0.00 007 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 0.000 0.00 008 TEMPORARY SUPPORT, LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 009 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 40,000.00 0.000 0.00 010 TEMPORARY CREEK DIVERSION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 (WATER-FILLED COFFERDAM) 011 18" TEMPORARY CULVERT LF 50.0000 54,500.00 0.000 0.00 012 18" TEMPORARY JACKED REINFORCED LF 1,100.0000 28,600.00 0.000 0.00 CONCRETE PIPE 013 TEMPORARY PIPE PLUG EA 200.0000 1,200.00 0.000 0.00 014 TEMPORARY ACTIVE TREATMENT SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 015 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.030 3,000.00 0.030 3,000.00 016 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 017 TEMPORARY FIBER ROLL LF 3.0000 59,400.00 3,160.000 9,480.00 4,390.000 13,170.00 018 TEMPORARY SILT FENCE LF 3.0000 42,900.00 0.000 0.00 019 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 64,750.00 0.000 0.00 020 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 14,400.00 4.000 6,400.00 021 TEMPORARY COVER SQYD 3.0000 9,900.00 2,400.000 7,200.00 2,400.000 7,200.00 022 TEMPORARY STRAW BALE BARRIER LF 15.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 16,500.00 1.000 500.00 1.000 500.00 (TEMPORARY EROSION CONTROL) 024 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 9,000.00 1.000 150.00 1.000 150.00 025 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 33,235.00 0.000 0.00 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 45,000.0000 45,000.00 0.040 1,800.00 0.060 2,700.00 027 RAIN EVENT ACTION PLAN EA 500.0000 49,500.00 2.000 1,000.00 3.000 1,500.00 028 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0.00 029 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 11,500.00 0.000 0.00 030 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.900 90,000.00 031 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.020 5,000.00 0.040 10,000.00 032 TYPE III BARRICADE EA 75.0000 11,250.00 0.000 0.00 033 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,420.00 221.000 442.00 221.000 442.00 034 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 24,000.00 1,637.000 409.25 1,637.000 409.25 035 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 55,200.00 0.000 0.00 036 TEMPORARY PAVEMENT MARKER EA 4.0000 17,640.00 0.000 0.00 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.020 300.00 0.040 600.00 038 TEMPORARY RAILING (TYPE K) LF 6.2500 284,375.00 2,500.000 15,625.00 2,500.000 15,625.00 039 TEMPORARY CRASH CUSHION MODULE EA 300.0000 90,000.00 39.000 11,700.00 39.000 11,700.00 040 TEMPORARY CRASH CUSHION EA 2,000.0000 126,000.00 40.000 80,000.00 40.000 80,000.00 (TYPE ABSORB 350) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 12,670.00 536.000 375.20 536.000 375.20 STRIPE (HAZARDOUS WASTE) 042 NOISE MONITORING LS 10,000.0000 10,000.00 0.000 0.00 043 ABANDON CULVERT EA 800.0000 5,600.00 0.000 0.00 044 ABANDON PIPELINE LF 10.5000 3,465.00 0.000 0.00 045 DESTROY WELL EA 5,775.0000 40,425.00 0.000 0.00 046 REMOVE FENCE LF 5.0000 52,500.00 0.000 0.00 047 REMOVE METAL BEAM GUARD RAILING LF 8.0000 7,600.00 0.000 0.00 048 REMOVE SINGLE THRIE BEAM BARRIER LF 9.0000 61,740.00 0.000 0.00 049 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOUBLE THRIE BEAM BARRIER LF 12.0000 9,360.00 0.000 0.00 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,910.00 606.000 181.80 606.000 181.80 052 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 5,480.00 238.000 952.00 238.000 952.00 053 REMOVE PAVEMENT MARKER EA 2.0000 5,600.00 44.000 88.00 44.000 88.00 054 REMOVE ROADSIDE SIGN EA 125.0000 13,750.00 0.000 0.00 055 REMOVE ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 7,500.0000 30,000.00 0.000 0.00 057 REMOVE FIRE HYDRANT ASSEMBLY EA 2,500.0000 12,500.00 0.000 0.00 058 REMOVE CULVERT LF 20.0000 31,000.00 0.000 0.00 059 REMOVE WATER PIPELINE LF 20.0000 5,400.00 0.000 0.00 060 REMOVE 24" ABANDONED PACIFIC GAS AND LF 19.0000 30,590.00 0.000 0.00 ELECTRIC GAS LINE 061 REMOVE WATER METER EA 300.0000 3,600.00 0.000 0.00 062 REMOVE INLET EA 230.0000 6,440.00 0.000 0.00 063 REMOVE SEWER MANHOLE EA 550.0000 2,750.00 0.000 0.00 064 REMOVE MANHOLE EA 550.0000 550.00 0.000 0.00 065 REMOVE SEWER PIPE LF 25.0000 29,750.00 0.000 0.00 066 REMOVE CONCRETE PAVING SQFT 0.5000 2,485.00 0.000 0.00 067 REMOVE BASE AND SURFACING CY 19.0000 2,850.00 0.000 0.00 068 RELOCATE ROADSIDE SIGN EA 225.0000 450.00 0.000 0.00 069 ADJUST PARTIAL INLET TO GRADE EA 1,100.0000 3,300.00 0.000 0.00 070 ADJUST FRAME AND COVER TO GRADE EA 335.0000 10,385.00 0.000 0.00 071 MODIFY INLET TO MANHOLE EA 1,520.0000 1,520.00 0.000 0.00 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 23,870.00 0.000 0.00 073 REMOVE CONCRETE CY 40.0000 19,200.00 0.000 0.00 074 REMOVE CONCRETE CURB LF 5.0000 7,000.00 0.000 0.00 075 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 54,660.00 0.000 0.00 076 REMOVE CONCRETE (VALLEY GUTTER) LF 11.0000 484.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE SIDEWALK SQFT 0.5000 16,150.00 0.000 0.00 078 CLEAN DRAINAGE FACILITY EA 10,000.0000 10,000.00 0.000 0.00 079 CAP INLET EA 1,000.0000 5,000.00 0.000 0.00 080 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 0.000 0.00 72" PIPE 081 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 0.000 0.00 120" PIPE 082 REMOVE BULKHEAD EA 1,000.0000 1,000.00 0.000 0.00 083 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 0.000 0.00 084 BRIDGE REMOVAL, LOCATION B LS 160,000.0000 160,000.00 0.000 0.00 085 BRIDGE REMOVAL, LOCATION C LS 6,000.0000 6,000.00 0.000 0.00 086 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 087 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 0.400 50,000.00 0.900 112,500.00 088 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.000 0.00 089 ROADWAY EXCAVATION CY 8.0000 936,000.00 0.000 0.00 090 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 98,700.00 1,100.000 15,400.00 1,100.000 15,400.00 (AERIALLY DEPOSITED LEAD) 091 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 092 ADL BURIAL LOCATION REPORT LS 4,500.0000 4,500.00 0.000 0.00 093 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 274,620.00 0.000 0.00 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 227,392.00 0.000 0.00 (F) 095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 30.0000 2,430.00 0.000 0.00 (F) 096 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 22,500.00 0.000 0.00 (F) 097 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 183,525.00 0.000 0.00 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 296,750.00 0.000 0.00 (F) 099 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 15.0000 5,100.00 0.000 0.00 (F) 100 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 47,850.00 0.000 0.00 (F) WALL) 101 SAND BACKFILL CY 160.0000 14,400.00 0.000 0.00 102 CONCRETE BACKFILL CY 100.0000 4,900.00 0.000 0.00 (F) 103 LEAN CONCRETE BACKFILL CY 100.0000 1,200.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SLURRY CEMENT BACKFILL CY 100.0000 49,000.00 0.000 0.00 105 DITCH EXCAVATION CY 20.0000 2,200.00 0.000 0.00 106 SOIL NAIL ASSEMBLY LF 25.0000 187,300.00 0.000 0.00 107 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 35.0000 4,900.00 0.000 0.00 108 CHECK DAM (EROSION CONTROL) LF 5.0000 390.00 0.000 0.00 109 EROSION CONTROL (COMPOST BLANKET) CY 90.0000 64,800.00 0.000 0.00 110 FIBER ROLLS LF 3.5000 78,050.00 0.000 0.00 111 COMPOST (INCORPORATE) SQYD 9.0000 203,400.00 0.000 0.00 112 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 0.000 0.00 113 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 25,440.00 0.000 0.00 114 ROLLED EROSION CONTROL PRODUCT SQFT 0.3300 4,554.00 0.000 0.00 (NETTING) 115 PLANT (GROUP M) EA 9.0000 25,200.00 0.000 0.00 116 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.000 0.00 117 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 118 WATER METER EA 20,000.0000 140,000.00 0.000 0.00 119 8" CORRUGATED HIGH DENSITY LF 20.0000 19,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 120 CLASS 4 AGGREGATE SUBBASE CY 17.0000 476,000.00 0.000 0.00 121 CLASS 2 AGGREGATE BASE CY 27.0000 58,320.00 0.000 0.00 122 CLASS 3 AGGREGATE BASE CY 28.0000 197,120.00 0.000 0.00 123 LEAN CONCRETE BASE CY 115.0000 1,173,000.00 0.000 0.00 124 SLURRY SEAL TON 1,200.0000 43,200.00 0.000 0.00 125 HOT MIX ASPHALT TON 75.0000 2,272,500.00 0.000 0.00 126 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 316.00 0.000 0.00 127 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,240.00 0.000 0.00 128 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 20,920.00 0.000 0.00 129 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 480.00 0.000 0.00 130 PLACE HOT MIX ASPHALT SQYD 5.5000 5,830.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 6 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 TACK COAT TON 1,115.0000 26,760.00 0.000 0.00 132 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 3,103,000.00 0.000 0.00 133 SHOULDER RUMBLE STRIP STA 150.0000 12,900.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 134 SEAL PAVEMENT JOINT LF 1.6900 143,312.00 0.000 0.00 135 SEAL ISOLATION JOINT LF 9.0000 30,420.00 0.000 0.00 136 STEEL SOLDIER PILE (W18 X 158) LF 150.0000 63,750.00 0.000 0.00 137 30" DRILLED HOLE LF 25.0000 7,125.00 0.000 0.00 138 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 190.0000 681,910.00 0.000 0.00 139 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 392,000.00 0.000 0.00 140 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 163,750.00 0.000 0.00 141 FURNISH PILING (CLASS 140) LF 55.0000 234,795.00 0.000 0.00 (ALTERNATIVE W) 142 DRIVE PILE (CLASS 140) EA 1,050.0000 97,650.00 0.000 0.00 (ALTERNATIVE W) 143 FURNISH PILING (CLASS 200) LF 25.0000 264,675.00 0.000 0.00 (ALTERNATIVE X) 144 DRIVE PILE (CLASS 200) EA 1,050.0000 239,400.00 0.000 0.00 (ALTERNATIVE X) 145 FURNISH PILING (CLASS 200) LF 60.0000 96,840.00 0.000 0.00 (ALTERNATIVE W) 146 DRIVE PILE (CLASS 200) EA 1,100.0000 35,200.00 0.000 0.00 (ALTERNATIVE W) 147 16" CAST-IN-DRILLED-HOLE CONCRETE LF 60.0000 514,260.00 0.000 0.00 PILING (SOUND WALL) 148 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.000 0.00 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 275,100.00 0.000 0.00 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 1,878,320.00 0.000 0.00 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 2,135,700.00 0.000 0.00 (F) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 210,150.00 0.000 0.00 (F) (TYPE N) 153 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 43,000.00 0.000 0.00 (F) (TYPE N MODIFIED) 154 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 849,200.00 0.000 0.00 (F) 155 STRUCTURAL CONCRETE CY 650.0000 53,300.00 0.000 0.00 (F) (HEADWALL/WINGWALL) 156 STRUCTURAL CONCRETE CY 650.0000 71,500.00 0.000 0.00 (F) (TRANSITION STRUCTURE) PROGRAM CAS145 PAGE 7 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 CANTILEVER WALL PRECAST CONCRETE BOX LF 900.0000 59,400.00 0.000 0.00 (F) CULVERT 158 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 288,000.00 0.000 0.00 (F) 159 MINOR CONCRETE (SOUND WALL) CY 700.0000 254,100.00 0.000 0.00 (F) 160 MINOR CONCRETE (BACKFILL) CY 115.0000 14,950.00 0.000 0.00 161 ARCHITECTURAL TREATMENT SQFT 6.0000 395,436.00 0.000 0.00 (F) 162 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 39.0000 839,709.00 0.000 0.00 DECK UNIT (SLAB TYPE) (70'-80') 163 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 600.0000 40,800.00 0.000 0.00 UNIT 164 SOUND WALL (BARRIER) SQFT 15.0000 29,580.00 0.000 0.00 (F) (LIGHT WEIGHT MASONRY BLOCK) 165 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 1,013,700.00 0.000 0.00 (F) 166 JOINT SEAL (MR 1") LF 45.0000 15,210.00 0.000 0.00 167 JOINT SEAL (MR 2") LF 70.0000 10,080.00 0.000 0.00 168 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 1,038,510.00 0.000 0.00 (F) 169 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 782,850.00 0.000 0.00 (F) 170 BAR REINFORCING STEEL LB 1.0000 10,658.00 0.000 0.00 (F) (HEADWALL/WINGWALL) 171 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 221,682.00 0.000 0.00 (F) 172 BAR REINFORCING STEEL LB 1.0000 15,950.00 0.000 0.00 (F) (TRANSITION STRUCTURE) 173 SHOTCRETE CY 400.0000 56,000.00 0.000 0.00 (F) 174 EBART PULL BOX (TYPE E) EA 6,000.0000 78,000.00 0.000 0.00 175 EBART PULL BOX (TYPE B) EA 5,000.0000 5,000.00 0.000 0.00 176 EBART CONDUIT RACEWAY (6-4") LF 80.0000 294,400.00 0.000 0.00 177 EBART CONCUIT RACEWAY (2-4") LF 70.0000 11,200.00 0.000 0.00 178 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 38,430.00 0.000 0.00 (F) WITH WALKWAY) 179 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.5000 6,405.00 0.000 0.00 (F) WITH WALKWAY) 180 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 245,592.00 0.000 0.00 (F) 181 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 13,644.00 0.000 0.00 (F) 182 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 10,320.00 0.000 0.00 183 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 8,500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,720.00 0.000 0.00 (0.063"-UNFRAMED) 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 0.000 0.00 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 0.000 0.00 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,615.00 0.000 0.00 (0.080"-FRAMED) 188 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 56,250.00 0.000 0.00 (SIGN FOUNDATION) 189 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,000.00 0.000 0.00 190 ROADSIDE SIGN - ONE POST EA 225.0000 17,775.00 0.000 0.00 191 ROADSIDE SIGN - TWO POST EA 650.0000 7,150.00 0.000 0.00 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,875.00 0.000 0.00 METHOD) 193 TIMBER LAGGING MFBM 2,500.0000 7,500.00 0.000 0.00 (F) 194 12" ALTERNATIVE PIPE CULVERT LF 40.0000 9,600.00 0.000 0.00 195 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 45.0000 207,000.00 0.000 0.00 196 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 45.0000 181,350.00 0.000 0.00 197 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 1,800.00 0.000 0.00 198 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 131,300.00 0.000 0.00 199 30" ALTERNATIVE PIPE CULVERT LF 90.0000 49,500.00 0.000 0.00 200 18" ALTERNATIVE SLOTTED PIPE LF 65.0000 44,200.00 0.000 0.00 201 12" REINFORCED CONCRETE PIPE LF 85.0000 425.00 0.000 0.00 202 JACKED 18" REINFORCED CONCRETE PIPE LF 670.0000 60,300.00 0.000 0.00 203 18" REINFORCED CONCRETE PIPE LF 50.0000 4,550.00 0.000 0.00 204 24" REINFORCED CONCRETE PIPE LF 55.0000 5,500.00 0.000 0.00 205 JACKED 24" REINFORCED CONCRETE PIPE LF 600.0000 108,000.00 0.000 0.00 206 30" REINFORCED CONCRETE PIPE LF 105.0000 945.00 0.000 0.00 207 JACKED 30" REINFORCED CONCRETE PIPE LF 970.0000 39,770.00 0.000 0.00 208 36" REINFORCED CONCRETE PIPE LF 200.0000 2,200.00 0.000 0.00 209 42" REINFORCED CONCRETE PIPE LF 95.0000 5,795.00 0.000 0.00 210 72" REINFORCED CONCRETE PIPE LF 200.0000 8,600.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 120" REINFORCED CONCRETE PIPE LF 1,000.0000 320,000.00 0.000 0.00 212 JACKED 120" REINFORCED CONCRETE PIPE LF 2,300.0000 1,311,000.00 0.000 0.00 213 18" REINFORCED CONCRETE PIPE (CLASS V) LF 95.0000 7,410.00 0.000 0.00 214 24" REINFORCED CONCRETE PIPE (CLASS V) LF 120.0000 2,400.00 0.000 0.00 215 12" BITUMINOUS COATED CORRUGATED STEEL LF 25.0000 2,000.00 0.000 0.00 PIPE (.064" THICK) 216 18" BITUMINOUS COATED CORRUGATED STEEL LF 40.0000 1,520.00 0.000 0.00 PIPE (.064" THICK) 217 24" BITUMINOUS COATED CORRUGATED STEEL LF 45.0000 3,465.00 0.000 0.00 PIPE (.079" THICK) 218 30" BITUMINOUS COATED CORRUGATED STEEL LF 55.0000 1,760.00 0.000 0.00 PIPE (0.064" THICK) 219 36" BITUMINOUS COATED CORRUGATED STEEL LF 485.0000 1,940.00 0.000 0.00 PIPE (.064" THICK) 220 48" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 58,900.00 0.000 0.00 PIPE (0.064" THICK) 221 18" SLOTTED CORRUGATED STEEL PIPE LF 75.0000 14,250.00 0.000 0.00 222 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 27,320.00 0.000 0.00 (RETAINING WALL) 223 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 3,300.00 0.000 0.00 224 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 55,050.00 0.000 0.00 225 CITY OF ANTIOCH (TYPE C) INLET EA 1,500.0000 37,500.00 0.000 0.00 226 DRAINAGE INLET MARKER EA 45.0000 1,980.00 0.000 0.00 227 GRATED LINE DRAIN LF 60.0000 6,600.00 0.000 0.00 228 10" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 33,500.00 0.000 0.00 (GAS) 229 16" WELDED STEEL PIPE CASING (BRIDGE) LF 120.0000 9,960.00 0.000 0.00 230 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 13,280.00 0.000 0.00 231 18" WELDED STEEL PIPE CASING LF 185.0000 5,735.00 0.000 0.00 (WATER LINE) 232 8" DUCTILE IRON WATER MAIN LF 75.0000 31,500.00 0.000 0.00 233 2" WATER LATERAL LF 70.0000 6,160.00 0.000 0.00 234 3" WATER LATERAL LF 75.0000 8,250.00 0.000 0.00 235 12" WELDED STEEL PIPE (.250" THICK) LF 120.0000 15,600.00 0.000 0.00 236 24" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 237 SIDEWALK CROSS DRAIN EA 1,500.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 DRAINAGE INLET PROTECTION EA 150.0000 2,400.00 0.000 0.00 (EROSION CONTROL) 239 SANITARY SEWER TRUNK MANHOLE EA 4,250.0000 25,500.00 0.000 0.00 240 4" VITRIFIED CLAY PIPE LF 115.0000 23,000.00 0.000 0.00 (SANITARY SEWER LATERAL) 241 15" VITRIFIED CLAY PIPE LF 105.0000 158,550.00 0.000 0.00 (SANITARY SEWER MAIN) 242 8" STEEL SANITARY SEWER MAIN LF 90.0000 51,300.00 0.000 0.00 243 15" STEEL SANITARY SEWER MAIN LF 200.0000 40,000.00 0.000 0.00 244 SANITARY SEWER LATERAL CLEANOUT EA 350.0000 2,800.00 0.000 0.00 245 SANITARY SEWER SIPHON MANHOLE EA 25,000.0000 25,000.00 0.000 0.00 246 SANITARY SEWER SIPHON OUTLET MANHOLE EA 25,000.0000 25,000.00 0.000 0.00 247 3" CURB DRAIN LF 50.0000 3,700.00 0.000 0.00 248 ROCK SLOPE PROTECTION CY 80.0000 20,800.00 0.000 0.00 (FACING, METHOD B) 249 SLOPE PAVING (CONCRETE) (BLOCK PAVERS) SQFT 15.0000 115,050.00 0.000 0.00 (F) 250 MINOR CONCRETE (DITCH LINING) CY 400.0000 44,000.00 0.000 0.00 251 CLASS 8 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,380.00 0.000 0.00 252 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 387,000.00 0.000 0.00 CONSTRUCTION) 253 MINOR CONCRETE (GUTTER) LF 25.0000 59,250.00 0.000 0.00 (F) 254 MINOR CONCRETE SQFT 6.5000 75,400.00 0.000 0.00 (CONTRASTING SURFACE TREATMENT) 255 MISCELLANEOUS IRON AND STEEL LB 0.6000 30,219.00 0.000 0.00 (F) 256 GRATE LOCKING DEVICE EA 150.0000 150.00 0.000 0.00 257 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 27,190.00 0.000 0.00 (F) 258 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 11,100.00 0.000 0.00 (F) 259 BLOW-OFF ASSEMBLY EA 2,500.0000 2,500.00 0.000 0.00 260 AIR AND VACUUM RELIEF VALVE EA 3,250.0000 3,250.00 0.000 0.00 261 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 3,960.00 0.000 0.00 262 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 22.0000 14,146.00 0.000 0.00 (F) 263 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 42,693.00 0.000 0.00 (F) 264 WOOD FENCE LF 90.0000 35,100.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 5' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0.00 266 6' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 6,000.00 0.000 0.00 267 10' CHAIN LINK GATE (TYPE CL-6) EA 1,750.0000 5,250.00 0.000 0.00 268 SURVEY MONUMENT (TYPE D) EA 550.0000 4,950.00 0.000 0.00 269 CITY OF ANTIOCH MONUMENT EA 600.0000 7,200.00 0.000 0.00 270 DELINEATOR (CLASS 1) EA 35.0000 2,170.00 0.000 0.00 271 OBJECT MARKER (TYPE K) EA 60.0000 120.00 0.000 0.00 272 OBJECT MARKER (TYPE R) EA 50.0000 100.00 0.000 0.00 273 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 5,600.00 0.000 0.00 274 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 4,400.00 0.000 0.00 275 CHAIN LINK RAILING (TYPE 6, VINYL-CLAD) LF 100.0000 54,700.00 0.000 0.00 (F) 276 CONCRETE BARRIER (TYPE K) LF 21.5000 24,510.00 0.000 0.00 277 TUBULAR HANDRAILING LF 85.0000 6,545.00 0.000 0.00 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 170.0000 108,970.00 0.000 0.00 (F) 279 EBART CONCRETE BARRIER (TYPE B) LF 185.0000 105,450.00 0.000 0.00 280 EBART CONCRETE BARRIER (TYPE C) LF 225.0000 168,750.00 0.000 0.00 281 EBART CONCRETE BARRIER (TYPE A) LF 105.0000 600,600.00 0.000 0.00 282 CABLE RAILING LF 15.0000 24,045.00 0.000 0.00 (F) 283 TRANSITION RAILING (TYPE WB) EA 2,500.0000 12,500.00 0.000 0.00 284 END CAP EA 750.0000 6,000.00 0.000 0.00 285 TERMINAL SYSTEM (TYPE CAT) EA 4,000.0000 8,000.00 0.000 0.00 286 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 0.000 0.00 287 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0.00 288 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 289 CRASH CUSHION, SAND FILLED EA 400.0000 5,600.00 0.000 0.00 290 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0.00 291 CONCRETE BARRIER (TYPE 60) LF 60.0000 40,200.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60C) LF 90.0000 98,100.00 0.000 0.00 293 CONCRETE BARRIER (TYPE 60D) LF 30.0000 54,750.00 0.000 0.00 (F) 294 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 200.0000 1,400.00 0.000 0.00 295 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 115.0000 26,680.00 0.000 0.00 (F) 296 CONCRETE BARRIER (TYPE 732) LF 70.0000 22,400.00 0.000 0.00 (F) 297 CONCRETE BARRIER (TYPE 732A) LF 45.0000 117,720.00 0.000 0.00 (F) 298 CONCRETE BARRIER (TYPE 736A) LF 50.0000 9,450.00 0.000 0.00 (F) 299 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.0000 66,555.00 0.000 0.00 (F) 300 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 161,010.00 0.000 0.00 (F) 301 CONCRETE BARRIER (TYPE 742A) LF 100.0000 7,000.00 0.000 0.00 (F) 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 19,460.00 0.000 0.00 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 985.00 0.000 0.00 304 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,775.00 0.000 0.00 305 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 22,480.00 0.000 0.00 306 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 7,175.00 0.000 0.00 307 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,200.00 44.000 88.00 44.000 88.00 308 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 309 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.000 0.00 310 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.000 0.00 311 SIGNAL AND LIGHTING LS 175,000.0000 175,000.00 0.000 0.00 (CITY STREET LOCATION 3) 312 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.000 0.00 (CITY STREET LOCATION 4) 313 LIGHTING (CITY STREET) LS 250,000.0000 250,000.00 0.000 0.00 314 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.000 0.00 315 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 316 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.000 0.00 317 COMMUNICATION CONDUIT (FIBER OPTIC) LS 200,000.0000 200,000.00 0.000 0.00 318 TRAFFIC OPERATIONS SYSTEM LS 170,000.0000 170,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 319 INTEGRATED CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 320 CAMERA CONTROL UNIT EA 10,000.0000 10,000.00 0.000 0.00 321 VIDEO ENCODER UNIT EA 10,000.0000 10,000.00 0.000 0.00 322 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 10,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 323 RACK-MOUNTED POWER STRIP EA 1,000.0000 1,000.00 0.000 0.00 324 EQUIPMENT SHELF WITH BRACKETS EA 1,000.0000 3,000.00 0.000 0.00 325 HYBRID CAMERA CABLE LF 10.0000 9,000.00 0.000 0.00 326 CCTV POLE AND CAMERA MOUNTING ADAPTER EA 5,000.0000 5,000.00 0.000 0.00 327 FIRE HYDRANT ASSEMBLY EA 7,000.0000 28,000.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 02:12 PM ESTIMATE NO. 02 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 03/20/12 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 231,691.25 405,981.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 231,691.25 405,981.25 328 MOBILIZATION LS 869,288.0000 3,869,288.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 42,380,000.00 TOTAL WORK COMPLETED 231,691.25 405,981.25 MATERIALS ON HAND ON SITE 107,212.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 231,691.25 513,193.85 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 7 0 0 0 1% 1% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/29/11. GONZALEZ, ALFONSO RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/12