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 06/14/13 EST. NO.05 TIME 11:13 AM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- 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 06/14/13 EST. NO.05 TIME 11:13 AM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 LOCATION PROGRESS ESTIMATE 04-ALA-880-24.0/25.5 ----------------- RGW CONSTRUCTION, INC. IN ALAMEDA COUNTY FROM 0.2 MILE 550 GREENVILLE ROAD NORTH OF ROUTE 112/880 SEPARATION LIVERMORE, CA 94550 TO HEGENBERGER ROAD OVERCROSSING FED. AID NO. N O N E ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.000 0 002 SURVEY OF EXISTING NON-HIGHWAY LS 150,000.0000 150,000.00 0.122 18,300.00 0.269 40,350 FACILITIES 003 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 3,520.00 0.000 0 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,500.00 1,003.000 15,045.00 1,003.000 15,045 (VISIBILTY SCREEN) 005 TEMPORARY FENCE (TYPE ESA) LF 4.0000 16,400.00 1,001.570 4,006.28 2,894.000 11,576 006 TEMPORARY ACTIVE TREATMENT SYSTEM LS 14,000.0000 14,000.00 0.000 0 007 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.122 4,270.00 0.269 9,415 008 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.500 1,100 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET SQYD 2.8000 14,308.00 0.000 0 010 TEMPORARY FIBER ROLL LF 3.4000 5,100.00 0.000 0 011 TEMPORARY SILT FENCE LF 3.6000 9,360.00 971.125 3,496 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,850.0000 18,500.00 0.000 0 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 3.000 9,000.00 3.000 9,000 014 TEMPORARY COVER SQYD 2.5000 6,950.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,500.00 20.000 3,000 016 STREET SWEEPING LS 30,000.0000 30,000.00 0.213 6,390.00 0.269 8,070 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 018 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 450,000.00 22.000 26,400.00 101.000 121,200 019 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.610 10,980 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.122 24,400.00 0.269 53,800 021 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,000.00 21.000 630.00 21.000 630 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,500.0000 17,500.00 0.213 3,727.50 0.269 4,707 PROGRAM CAS145 PAGE 2 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 297,600.00 12,820.000 153,840.00 15,860.000 190,320 024 TEMPORARY CRASH CUSHION MODULE EA 100.0000 27,000.00 28.000 2,800.00 75.000 7,500 025 TEMPORARY TRAFFIC SCREEN LF 3.6500 90,520.00 3,942.000 14,388.30 5,386.000 19,658 026 TEMPORARY RETAINING WALL SQYD 150.0000 51,000.00 68.000 10,200.00 340.000 51,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 13,800.00 12,316.000 14,779.20 12,890.000 15,468 STRIPE (HAZARDOUS WASTE) 028 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 029 ABANDON CULVERT (LF) LF 16.0000 7,200.00 0.000 0 030 ABANDON INLET EA 650.0000 1,300.00 0.000 0 031 REMOVE CHAIN LINK FENCE LF 2.0000 4,000.00 2,346.000 4,692.00 2,346.000 4,692 032 REMOVE METAL BEAM GUARD RAILING LF 7.0000 4,690.00 462.500 3,237.50 687.500 4,812 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 4,545.00 967.000 483.50 967.000 483 034 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 22,945.00 24,421.000 15,873.65 25,951.000 16,868 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 486.00 143.000 858.00 143.000 858 037 REMOVE PAVEMENT MARKER EA 1.0000 3,900.00 3,704.000 3,704.00 3,780.000 3,780 038 REMOVE ROADSIDE SIGN EA 125.0000 750.00 1.000 125.00 1.000 125 039 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 20,000.00 1.000 5,000.00 1.000 5,000 040 REMOVE SIGN STRUCTURE (LIGHTWEIGHT) EA 4,500.0000 4,500.00 0.000 0 041 REMOVE CULVERT (LF) LF 20.0000 26,800.00 0.000 0 042 REMOVE SEWER PIPE LF 200.0000 5,800.00 0.000 0 043 REMOVE INLET EA 350.0000 4,200.00 0.000 0 044 REMOVE SEWER MANHOLE EA 3,200.0000 3,200.00 0.000 0 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 54,168.00 28,373.030 17,023.82 28,373.030 17,023 046 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0 047 ADJUST INLET EA 1,900.0000 19,000.00 0.000 0 048 ADJUST MANHOLE TO GRADE EA 3,100.0000 3,100.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 66,960.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CY) CY 40.0000 23,600.00 29.260 1,170 051 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 55.0000 4,950.00 0.000 0 052 REMOVE CONCRETE BARRIER LF 10.0000 36,400.00 181.000 1,810 053 REMOVE SOUND WALL (RIBBED STEEL PANEL) SQFT 2.5000 42,500.00 0.000 0 054 REMOVE SOUND WALL (MASONRY BLOCK) SQFT 2.4000 39,600.00 0.000 0 055 BRIDGE REMOVAL (PORTION) LS 230,000.0000 230,000.00 0.150 34,500.00 0.150 34,500 056 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.500 75,000.00 1.000 150,000 057 ROADWAY EXCAVATION CY 13.8500 432,120.00 1,459.000 20,207.15 2,146.000 29,722 058 ROADWAY EXCAVATION (TYPE Z-2) CY 80.0000 440,000.00 2,169.000 173,520.00 2,939.000 235,120 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0 060 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 89,100.00 119.000 10,710.00 119.000 10,710 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) CY 120.0000 143,040.00 0.000 0 (F) 062 STRUCTURE EXCAVATION (SOUND WALL) CY 40.0000 3,440.00 0.000 0 (F) 063 STRUCTURE EXCAVATION (CRASH WALL) CY 180.0000 76,500.00 0.000 0 (F) 064 STRUCTURE EXCAVATION (TYPE Z-2) CY 80.0000 21,360.00 267.000 21,360.00 267.000 21,360 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 82,500.00 0.000 0 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 113,400.00 0.000 0 (F) 067 STRUCTURE BACKFILL (SOUND WALL) CY 100.0000 4,700.00 0.000 0 (F) 068 STRUCTURE BACKFILL (CRASH WALL) CY 70.0000 14,000.00 0.000 0 (F) 069 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 9,652.00 0.000 0 (F) WALL) 070 SAND BACKFILL CY 265.0000 3,710.00 0.000 0 071 DITCH EXCAVATION CY 60.0000 3,300.00 0.000 0 072 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.9000 32,480.00 1,111.000 3,221.90 1,111.000 3,221 CLASS B2 073 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0 074 FIBER ROLLS LF 3.0000 4,620.00 0.000 0 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 5,600.00 0.000 0 076 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,500.0000 11,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 1,428.00 0.000 0 (NETTING) 078 MAINTAIN EXISTING PLANTED AREAS LS 8,800.0000 8,800.00 0.000 0 079 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.000 0 081 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.119 6,545.00 0.269 14,795 082 8" CORRUGATED HIGH DENSITY LF 110.0000 5,610.00 0.000 0 POLYETHYLENE PIPE CONDUIT 083 EXTEND 8" CONDUIT LF 80.0000 2,000.00 0.000 0 084 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 085 CLASS 4 AGGREGATE SUBBASE CY 12.0000 152,400.00 306.920 3,683.04 306.920 3,683 086 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 31,320.00 0.000 0 087 CLASS 3 AGGREGATE BASE (CY) CY 350.0000 2,800.00 0.000 0 088 LEAN CONCRETE BASE CY 155.0000 1,019,900.00 0.000 0 089 ASPHALT TREATED PERMEABLE BASE CY 106.0000 207,760.00 0.000 0 090 HOT MIX ASPHALT TON 78.0000 1,326,000.00 1,471.440 114,772 091 HOT MIX ASPHALT (OPEN GRADED) TON 92.0000 437,000.00 0.000 0 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 345,800.00 0.000 0 093 HOT MIX ASPHALT (BRIDGE) TON 100.0000 75,000.00 0.000 0 094 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 8.00 0.000 0 PAVEMENT INTERLAYER) 095 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.0000 32,120.00 0.000 0 (PAVING MAT) 096 DATA CORE LS 3,500.0000 3,500.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 4,760.00 0.000 0 098 PLACE HOT MIX ASPHALT SQYD 40.0000 6,800.00 0.000 0 (MISCELLANEOUS AREA) 099 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 2,940.00 0.000 0 100 TACK COAT TON 1,000.0000 22,400.00 0.250 250 101 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 118,400.00 0.000 0 102 FURNISH PILING (CLASS 140) LF 36.0000 22,320.00 329.000 11,844.00 329.000 11,844 (ALTERNATIVE W) 103 DRIVE PILE (CLASS 140) EA 1,650.0000 19,800.00 6.000 9,900.00 6.000 9,900 (ALTERNATIVE W) PROGRAM CAS145 PAGE 5 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 200) LF 44.0000 369,556.00 4,634.100 203,900.40 4,634.100 203,900 (ALTERNATIVE W) 105 DRIVE PILE (CLASS 200) EA 3,100.0000 322,400.00 55.000 170,500.00 55.000 170,500 (ALTERNATIVE W) 106 VIBRATION MONITORING LS 222,900.0000 222,900.00 0.056 12,482 107 16" CAST-IN-DRILLED-HOLE CONCRETE LF 65.0000 112,450.00 0.000 0 PILING (SOUND WALL) 108 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 968,550.00 0.000 0 PILING (RETAINING WALL) 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 75,840.00 0.000 0 (CRASH WALL) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 329,700.00 0.000 0 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 610,350.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 550,800.00 0.000 0 (F) 113 STRUCTURAL CONCRETE, SOUND WALL CY 600.0000 14,400.00 0.000 0 114 STRUCTURAL CONCRETE, CRASH WALL CY 320.0000 130,560.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, BOX CULVERT CY 2,400.0000 8,880.00 0.000 0 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 70,500.00 0.000 0 117 MINOR CONCRETE (BACKFILL) CY 150.0000 79,500.00 0.000 0 118 DRILL AND BOND DOWEL LF 40.0000 800.00 0.000 0 119 SOUND WALL (RIBBED STEEL PANEL) SQFT 19.0000 323,000.00 0.000 0 (F) 120 SOUND WALL (MASONRY BLOCK) SQFT 20.0000 330,880.00 0.000 0 (F) 121 JOINT SEAL (MR 1/2") LF 122.0000 4,514.00 0.000 0 122 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 354,175.85 0.000 0 (F) 123 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 391,084.00 0.000 0 (F) 124 BAR REINFORCING STEEL LB 1.0000 6,733.00 0.000 0 (F) (MINOR CONCRETE-BACKFILL) 125 BAR REINFORCING STEEL (SOUND WALL) LB 2.0000 9,774.00 0.000 0 126 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 673.00 0.000 0 (F) 127 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 47,041.00 0.000 0 (F) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.5500 1,536,050.00 0.000 0 (F) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.9100 901,810.00 0.000 0 (F) 130 FURNISH STRUCTURAL STEEL, BRIDGE LB 3.0000 4,398.00 0.000 0 (F) RETROFIT PROGRAM CAS145 PAGE 6 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT STRUCTURAL STEEL, BRIDGE RETROFIT LB 1.0000 1,466.00 0.000 0 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4000 252,093.00 0.000 0 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 29,658.00 0.000 0 (F) 134 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 16,060.00 0.000 0 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,680.00 0.000 0 (0.063"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,430.00 0.000 0 (0.080"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 352.00 0.000 0 (0.063"-FRAMED) 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 0.000 0 (SIGN FOUNDATION) 140 METAL (BARRIER MOUNTED SIGN) LB 12.0000 51,480.00 0.000 0 141 ROADSIDE SIGN - ONE POST EA 225.0000 5,850.00 0.000 0 142 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 0.000 0 143 CLEAN AND PAINT STRUCTURAL STEEL LS 200,000.0000 200,000.00 0.000 0 144 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 700.0000 73,500.00 0.000 0 145 WORK AREA MONITORING LS 3,000.0000 3,000.00 0.000 0 146 12" ALTERNATIVE PIPE CULVERT LF 55.0000 12,650.00 0.000 0 147 18" ALTERNATIVE PIPE CULVERT LF 40.0000 99,600.00 0.000 0 148 24" ALTERNATIVE PIPE CULVERT LF 100.0000 8,000.00 0.000 0 149 30" ALTERNATIVE PIPE CULVERT LF 70.0000 32,200.00 0.000 0 150 36" ALTERNATIVE PIPE CULVERT LF 350.0000 3,500.00 0.000 0 151 24" JACKED WELDED STEEL PIPE LF 440.0000 66,000.00 0.000 0 152 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 71,800.00 0.000 0 153 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 120.0000 21,600.00 0.000 0 154 18" ALTERNATIVE FLARED END SECTION EA 180.0000 180.00 0.000 0 155 8" SEWER PIPE (DUCTILE IRON PIPE) LF 240.0000 4,800.00 0.000 0 156 8" SEWER PIPE LF 440.0000 3,960.00 0.000 0 (HIGH DENSITY POLYETHYLENE PIPE) 157 SEWER MANHOLE EA 4,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 500.0000 1,650.00 0.000 0 (CY) 159 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 650.00 0.000 0 160 MINOR CONCRETE (MISCELLANEOUS CY 440.0000 22,000.00 0.000 0 CONSTRUCTION) 161 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 36,960.00 0.000 0 162 MISCELLANEOUS IRON AND STEEL LB 2.0000 18,582.00 0.000 0 (F) 163 MISCELLANEOUS METAL LB 3.0000 18,702.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 164 MISCELLANEOUS METAL LB 65.0000 5,135.00 0.000 0 (F) 165 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 6,120.00 0.000 0 (F) 166 CHAIN LINK FENCE (TYPE CL-4, MOD) LF 24.0000 21,840.00 0.000 0 167 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 2,520.00 0.000 0 168 DELINEATOR (CLASS 1) EA 30.0000 2,130.00 0.000 0 169 GUARD RAILING DELINEATOR EA 40.0000 280.00 0.000 0 170 CONCRETE BARRIER DELINEATOR EA 40.0000 440.00 0.000 0 171 CONCRETE BARRIER MARKER EA 50.0000 4,750.00 0.000 0 172 OBJECT MARKER EA 32.0000 128.00 0.000 0 173 METAL BEAM GUARD RAILING LF 42.0000 10,500.00 0.000 0 174 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 15,795.00 0.000 0 175 TRANSITION RAILING (TYPE WB) EA 3,200.0000 6,400.00 0.000 0 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 0.000 0 177 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 14,000.00 0.000 0 178 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 152.0000 252,320.00 0.000 0 179 CONCRETE BARRIER (TYPE 60) LF 42.0000 3,780.00 0.000 0 180 CONCRETE BARRIER (TYPE 60C) LF 140.0000 21,000.00 0.000 0 181 CONCRETE BARRIER (SAFETY SHAPE) LF 75.0000 195,750.00 0.000 0 182 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 62.0000 88,040.00 0.000 0 (F) 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 105.0000 105,945.00 0.000 0 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 155.0000 46,500.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 25,125.00 0.000 0 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 5,460.00 0.000 0 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,212.00 0.000 0 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,420.00 0.000 0 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 741.00 0.000 0 (BROKEN 17-7) 190 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 39,450.00 55,563.000 27,781.50 57,667.000 28,833 191 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 780.00 70.000 210.00 70.000 210 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,980.00 2,354.000 7,062.00 2,354.000 7,062 193 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 14,000.00 1,081.000 5,405.00 1,157.000 5,785 194 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.100 250.00 0.100 250 SYSTEM ELEMENTS DURING CONSTRUCTION 195 LIGHTING AND SIGN ILLUMINATION LS 260,000.0000 260,000.00 0.340 88,400.00 0.340 88,400 (STAGE CONSTRUCTION) 196 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 0.040 6,400.00 0.040 6,400 197 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 35,000.0000 35,000.00 0.000 0 198 CCTV (PTZ) CAMERA UNIT EA 7,000.0000 7,000.00 0.000 0 199 TRAFFIC OPERATION SYSTEM LS 515,000.0000 515,000.00 0.060 30,900.00 0.060 30,900 200 GENERAL PACKET RADIO SYSTEM WIRELESS EA 6,500.0000 6,500.00 0.000 0 MODEM ASSEMBLY 201 TRAFFIC OPERATION SYSTEM LS 65,000.0000 65,000.00 0.350 22,750.00 0.350 22,750 (STAGE CONSTRUCTION) 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 RECONSTRUCT WOOD FENCE LF 32.0000 19,840.00 0.000 0 204 RECONSTRUCT CHAIN LINK FENCE LF 10.0000 10,200.00 0.000 0 205 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 37,500.00 0.000 0 206 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 8,120.00 0.000 0 207 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.6500 1,914.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/14/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 11:13 AM ESTIMATE NO. 05 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 06/14/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,293,223.74 1,850,291.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,293,223.74 1,850,291.48 208 MOBILIZATION LS 2,025,000.1500 2,025,000.15 0.250 506,250.04 0.750 1,518,750 ORIGINAL CONTRACT AMOUNT 20,767,667.00 TOTAL WORK COMPLETED 1,799,473.78 3,369,041.59 MATERIALS ON HAND ON SITE 185,844.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,799,473.78 3,554,886.09 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 12/03/12 625 01/28/13 01/28/13 07/31/15 101 0 0 0 16% 16% PROGRESS IS SATISFACTORY MEHARENA, EPHREM RESIDENT ENGINEER PROGRAM CAS145 DATE 06/14/13