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 10/25/11 EST. NO.08 TIME 07:21 AM R.E. NAME: AKHONDZADEH, RAHIM 11-089754 --------------------------------------------------------------------------- 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 10/25/11 EST. NO.08 TIME 07:21 AM R.E. NAME: AKHONDZADEH, RAHIM 11-089754 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAY 2011 CPRS -4,000.00 04 DEL JUN'11 CPR -4,000.00 05 DEL JULY 2011 -4,000.00 06 REC'D MAY 2011 DEL 4,000.00 06 DEL AUG 2011 CPR -4,000.00 07 PRTL JUL'11 DEL REC 2,000.00 07 PRTL JUN '11 DEL REC 2,000.00 07 DEL SEPT 11 CPR -2,000.00 08 -2,000.00 -10,000.00 TOTAL DEDUCTIONS -2,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 LOCATION PROGRESS ESTIMATE 11-SD-805-25.2/26.3 ----------------- SKANSKA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC FROM 0.2 KM SOUTH OF NOBEL DRIVE 1995 AGUA MANSA ROAD OVERCROSSING TO 0.1 KM NORTH OF RIVERSIDE CA 925092405 EASTGATE MALL OVERCROSSING FED. AID NO. N O N E INTERCHANGE IMPROVEMENTS & ROAD ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.500 2,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD LS 325,000.0000 325,000.00 0.088 28,600.00 0.601 195,325.00 004 TEMPORARY IRRIGATION SUPPLY LINE M 25.0000 22,250.00 356.000 8,900.00 005 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 2,800.00 0.000 0.00 006 TEMPORARY FENCE (TYPE ESA) M 9.0000 3,870.00 430.000 3,870.00 007 CONSTRUCTION SITE MANAGEMENT LS 99,000.0000 99,000.00 0.088 8,712.00 0.601 59,499.00 008 PREPARE STORM WATER POLLUTION LS 2,900.0000 2,900.00 0.750 2,175.00 PREVENTION PLAN 009 TEMPORARY FIBER ROLL M 8.0000 147,200.00 1,234.960 9,879.68 4,030.880 32,247.04 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 2,400.00 2.000 1,200.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 31,500.00 1.000 500.00 19.000 9,500.00 012 TEMPORARY CHECK DAM M 25.0000 17,750.00 120.000 3,000.00 135.850 3,396.25 013 MOVE-IN/MOVE-OUT EA 200.0000 6,200.00 1.000 200.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 19,000.00 15.000 3,750.00 24.000 6,000.00 015 STREET SWEEPING LS 70,000.0000 70,000.00 0.088 6,160.00 0.601 42,070.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.088 704.00 0.601 4,808.00 017 TEMPORARY HYDRAULIC MULCH M2 0.3500 48,300.00 5,740.800 2,009.28 018 STORM WATER ANNUAL REPORT EA 1,100.0000 4,400.00 0.000 0.00 019 CONSTRUCTION AREA SIGNS LS 125,000.0000 125,000.00 0.035 4,375.00 0.640 80,000.00 020 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.088 14,080.00 0.601 96,160.00 021 TYPE III BARRICADE EA 250.0000 500.00 0.000 0.00 022 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,920.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 15,470.00 3,249.000 2,111.85 3,755.000 2,440.75 024 TRAFFIC PLASTIC DRUM EA 19.0000 12,255.00 10.000 190.00 261.000 4,959.00 025 TEMPORARY PAVEMENT MARKER EA 3.5000 8,855.00 106.000 371.00 136.000 476.00 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,300.0000 74,400.00 4.000 37,200.00 027 TEMPORARY RAILING (TYPE K) M 16.0000 283,200.00 920.730 14,731.68 8,735.800 139,772.80 028 TEMPORARY CRASH CUSHION MODULE EA 230.0000 149,500.00 14.000 3,220.00 437.000 100,510.00 029 TEMPORARY CRASH CUSHION (ABSORB 350) EA 8,400.0000 50,400.00 7.000 58,800.00 030 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 5,630.00 0.000 0.00 (HAZARDOUS WASTE) 031 ABANDON CULVERT EA 870.0000 13,050.00 1.000 870.00 13.000 11,310.00 032 ABANDON INLET EA 765.0000 7,650.00 8.000 6,120.00 033 ABANDON IRRIGATION CROSSOVER EA 1,375.0000 4,125.00 1.000 1,375.00 034 REMOVE METAL BEAM GUARD RAILING M 25.0000 5,250.00 189.020 4,725.50 035 REMOVE TRAFFIC STRIPE M 1.5000 23,100.00 467.000 700.50 036 REMOVE PAVEMENT MARKING M2 15.0000 1,650.00 2.200 33.00 037 REMOVE ROADSIDE SIGN EA 94.0000 8,460.00 7.000 658.00 77.000 7,238.00 038 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 4.000 20,000.00 039 REMOVE CULVERT M 65.0000 6,435.00 25.000 1,625.00 107.970 7,018.05 040 REMOVE INLET EA 750.0000 3,750.00 2.000 1,500.00 13.000 9,750.00 041 REMOVE BASE AND SURFACING M3 17.0000 8,500.00 271.500 4,615.50 1,910.340 32,475.78 042 REMOVE EXISTING METER BOX AND CONSTRUCT EA 29,000.0000 29,000.00 0.000 0.00 METER BOX 043 RESET ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 044 RELOCATE ROADSIDE SIGN EA 250.0000 1,500.00 1.500 375.00 045 RELOCATE SIGN STRUCTURE (BRIDGE-MOUNTED) EA 8,200.0000 8,200.00 0.500 4,100.00 046 ADJUST MANHOLE TO GRADE EA 850.0000 1,700.00 0.000 0.00 047 MODIFY INLET EA 2,300.0000 13,800.00 1.000 2,300.00 3.000 6,900.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 11,795.00 0.000 0.00 049 REMOVE CONCRETE (CHANNEL) M 39.0000 2,028.00 52.000 2,028.00 52.000 2,028.00 PROGRAM CAS145 PAGE 3 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 35.0000 32,900.00 178.000 6,230.00 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 50.0000 6,650.00 0.000 0.00 052 REMOVE CONCRETE (CURB, GUTTER, AND M 8.0000 40,000.00 499.200 3,993.60 4,152.510 33,220.08 SIDEWALK) 053 CAP INLET EA 1,550.0000 7,750.00 4.000 6,200.00 054 CAP RISER EA 600.0000 3,000.00 4.000 2,400.00 055 CAP SEWER MANHOLE EA 3,600.0000 3,600.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION) LS 60,000.0000 60,000.00 0.100 6,000.00 0.930 55,800.00 057 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000.00 058 DEVELOP WATER SUPPLY LS 83,000.0000 83,000.00 0.088 7,304.00 0.601 49,883.00 059 ROADWAY EXCAVATION M3 9.2500 660,450.00 14,957.000 138,352.25 56,305.600 520,826.80 060 ROADWAY EXCAVATION (TYPE Y-1) M3 9.2500 38,480.00 4,160.000 38,480.00 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 062 ADL BURIAL LOCATION REPORT LS 5,500.0000 5,500.00 1.000 5,500.00 063 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 10,000.00 250.000 10,000.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 10,725.00 58.000 3,770.00 (F) 065 SAND BACKFILL M3 210.0000 15,540.00 71.570 15,029.70 066 HIGHWAY PLANTING LS 125,000.0000 125,000.00 0.000 0.00 067 EROSION CONTROL (BIOFILTRATION) M2 3.5000 56,700.00 0.000 0.00 068 EROSION CONTROL (TYPE D) M2 0.7500 1,485.00 0.000 0.00 069 CHECK DAM (EROSION CONTROL) M 5.5000 8,635.00 0.000 0.00 070 DRAINAGE INLET PROTECTION EA 140.0000 2,520.00 0.000 0.00 (EROSION CONTROL) 071 FIBER ROLLS M 7.7500 9,765.00 0.000 0.00 072 EROSION CONTROL M2 0.8000 35,600.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,200.00 0.000 0.00 074 ROLLED EROSION CONTROL PRODUCT M2 9.0000 122,580.00 0.000 0.00 (JUTE MESH) 075 MAINTAIN EXISTING PLANTED AREAS LS 28,000.0000 28,000.00 0.000 0.00 076 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 IRRIGATION SYSTEM LS 650,000.0000 650,000.00 0.000 0.00 078 100 MM DUCTILE IRON PIPE IRRIGATION M 140.0000 16,800.00 0.000 0.00 SUPPLY LINE 079 100 MM RESILIENT WEDGE GATE VALVE EA 1,700.0000 3,400.00 0.000 0.00 080 250 MM CORRUGATED HIGH DENSITY M 150.0000 49,500.00 29.270 4,390.50 142.960 21,444.00 POLYETHYLENE PIPE CONDUIT 081 EXTEND 250 MM CONDUIT M 180.0000 10,800.00 19.000 3,420.00 082 CLASS 4 AGGREGATE SUBBASE M3 14.0000 152,600.00 448.500 6,279.00 7,262.980 101,681.72 083 CLASS 2 AGGREGATE BASE M3 19.0000 143,450.00 292.500 5,557.50 5,076.410 96,451.79 084 CEMENT TREATED BASE M3 60.0000 328,800.00 0.000 0.00 (PLANT-MIXED, CLASS A) 085 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,550.0000 9,300.00 0.000 0.00 086 HOT MIX ASPHALT TONN 76.0000 1,740,400.00 11,098.240 843,466.24 087 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 4,100.0000 10,660.00 0.000 0.00 PAVEMENT INTERLAYER) 088 GEOSYNTHETIC PAVEMENT INTERLAYER M2 4.0000 6,720.00 0.000 0.00 089 DATA CORE LS 4,100.0000 4,100.00 0.000 0.00 090 PLACE HOT MIX ASPHALT DIKE M 5.0000 15,650.00 0.000 0.00 091 PLACE HOT MIX ASPHALT M2 10.0000 25,200.00 0.000 0.00 (MISCELLANEOUS AREA) 092 TACK COAT TONN 1,000.0000 37,000.00 0.966 966.00 093 PORTLAND CEMENT CONCRETE BASE M3 196.0000 74,480.00 7.650 1,499.40 094 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 395.0000 24,885.00 63.000 24,885.00 PILING 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.300 15,000.00 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 30,000.00 50.000 30,000.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 284,900.00 136.700 75,185.00 318.000 174,900.00 (F) 098 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 52,000.00 6.800 13,600.00 17.830 35,660.00 (F) 099 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 180,000.00 21.090 52,725.00 55.410 138,525.00 (F) 100 MINOR CONCRETE (MEDIAN) M3 500.0000 18,500.00 0.000 0.00 (F) 101 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 21,000.00 0.000 0.00 102 PLACE POLYESTER CONCRETE OVERLAY M2 80.0000 10,640.00 0.000 0.00 (F) 103 FLEXIBLE EXPANSION JOINT ASSEMBLY EA 3,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 119,925.00 50,774.400 76,161.60 (F) 105 HEADED BAR REINFORCEMENT EA 30.0000 6,900.00 230.000 6,900.00 (F) 106 ASPHALT MEMBRANE WATERPROOFING M2 170.0000 4,930.00 0.000 0.00 (F) 107 COLUMN CASING KG 6.0000 111,600.00 0.000 0.00 (F) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 118,833.00 79,222.000 118,833.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.2700 21,389.94 79,222.000 21,389.94 (F) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 2.3000 181,959.90 79,113.000 181,959.90 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.0900 7,120.17 79,113.000 7,120.17 (F) 112 FURNISH LAMINATED PANEL SIGN M2 180.0000 16,740.00 94.810 17,065.80 (25.4 MM-TYPE A) 113 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 0.000 0.00 (1.6 MM-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 11,060.00 0.000 0.00 (2.0 MM-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 2,890.00 0.000 0.00 (1.6 MM-FRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,740.00 0.000 0.00 (2.0 MM-FRAMED) 117 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 37,400.00 34.000 37,400.00 CONCRETE PILE (SIGN FOUNDATION) 118 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 46,000.00 22.800 45,600.00 CONCRETE PILE (SIGN FOUNDATION) 119 METAL (BARRIER MOUNTED SIGN) KG 19.0000 5,510.00 0.000 0.00 120 WEED CONTROL MAT (RUBBER) EA 195.0000 6,045.00 0.000 0.00 121 ROADSIDE SIGN - ONE POST EA 375.0000 33,375.00 0.000 0.00 122 ROADSIDE SIGN - TWO POST EA 1,000.0000 13,000.00 0.000 0.00 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 4,000.00 0.000 0.00 METHOD) 124 INSTALL ROADSIDE SIGN PANEL ON M2 195.0000 390.00 0.000 0.00 EXISTING POST 125 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 110,640.00 105.930 12,711.60 821.620 98,594.40 126 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 33,000.00 -159.310 -26,286.15 186.550 30,780.75 127 450 MM SLOTTED PLASTIC PIPE M 470.0000 28,200.00 13.000 6,110.00 128 450 MM ALTERNATIVE PIPE DOWNDRAIN M 250.0000 14,250.00 34.280 8,570.00 129 600 MM ALTERNATIVE PIPE DOWNDRAIN M 245.0000 26,950.00 39.000 9,555.00 111.000 27,195.00 130 DRAINAGE INLET MARKER EA 50.0000 1,200.00 11.000 550.00 14.000 700.00 PROGRAM CAS145 PAGE 6 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 300 MM STEEL CASING PIPE M 750.0000 10,500.00 0.000 0.00 132 100 MM RECYCLED WATER BLOW-OFF VALVE EA 3,300.0000 3,300.00 0.000 0.00 ASSEMBLY 133 450 MM ALTERNATIVE PIPE RISER M 820.0000 9,840.00 6.600 5,412.00 134 900 MM ALTERNATIVE PIPE RISER M 500.0000 12,000.00 1.750 875.00 7.770 3,885.00 135 CLASS 4 CONCRETE (BACKFILL) M3 650.0000 5,200.00 0.000 0.00 136 ROCK SLOPE PROTECTION M3 134.0000 9,112.00 28.800 3,859.20 (FACING, METHOD B) 137 ROCK SLOPE PROTECTION M3 155.0000 6,975.00 19.200 2,976.00 (BACKING NO. 3, METHOD B) 138 SLOPE PAVING (CONCRETE) M3 575.0000 54,050.00 0.000 0.00 (F) 139 MINOR CONCRETE (DITCH LINING) M3 400.0000 30,000.00 0.000 0.00 140 ROCK SLOPE PROTECTION FABRIC M2 9.0000 2,070.00 96.000 864.00 141 MINOR CONCRETE (EXPOSED AGGREGATE M2 55.0000 281,050.00 0.000 0.00 CONCRETE) 142 MINOR CONCRETE (STAMPED CONCRETE) M2 55.0000 266,750.00 0.000 0.00 143 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 300.0000 201,000.00 63.715 19,114.50 272.165 81,649.50 CURB RAMP, AND DRIVEWAY) 144 MISCELLANEOUS IRON AND STEEL KG 3.0000 25,680.00 1,498.000 4,494.00 5,032.000 15,096.00 (F) 145 DELINEATOR (CLASS 1) EA 35.0000 2,975.00 0.000 0.00 146 GUARD RAILING DELINEATOR EA 18.0000 1,710.00 0.000 0.00 147 METAL BEAM GUARD RAILING M 80.0000 28,800.00 139.920 11,193.60 139.920 11,193.60 148 CHAIN LINK RAILING (TYPE 7) M 200.0000 45,600.00 0.000 0.00 (F) 149 CONCRETE BARRIER (TYPE 26) M 390.0000 44,460.00 0.000 0.00 (F) 150 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 26,220.00 0.000 0.00 (F) 151 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000.00 152 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 8,250.00 8.000 4,400.00 8.000 4,400.00 153 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 154 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 9.000 22,500.00 9.000 22,500.00 155 CRASH CUSHION (REACT 9CBB) EA 22,000.0000 44,000.00 0.000 0.00 156 CONCRETE BARRIER (TYPE 60SC) M 475.0000 66,500.00 123.000 58,425.00 157 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 8,910.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,150.00 0.000 0.00 159 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 2,082.50 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 160 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 161 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,740.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 162 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 11,460.00 0.000 0.00 163 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,785.00 0.000 0.00 164 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,380.00 0.000 0.00 165 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.088 176.00 0.601 1,202.00 SYSTEM ELEMENTS DURING CONSTRUCTION 166 SIGNAL AND LIGHTING (LOCATION 1) LS 160,000.0000 160,000.00 0.822 131,520.00 167 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.026 3,640.00 0.735 102,900.00 168 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.049 15,925.00 0.315 102,375.00 169 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 6,000.00 0.000 0.00 170 RAMP METERING SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.441 66,150.00 171 RAMP METERING SYSTEM (LOCATION 2) LS 225,000.0000 225,000.00 0.038 8,550.00 0.118 26,550.00 172 50 MM PVC FIBER OPTIC CONDUIT M 38.0000 12,540.00 131.002 4,978.08 PROGRAM CAS145 PAGE 8 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 07:21 AM ESTIMATE NO. 08 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 518,767.11 4,592,721.62 ADJUSTMENT OF COMPENSATION 0.00 90,729.69 EXTRA WORK 0.00 349,507.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 518,767.11 5,032,959.19 173 MOBILIZATION LS 168,094.5000 1,168,094.50 0.950 1,109,689.78 ORIGINAL CONTRACT AMOUNT 11,687,000.01 TOTAL WORK COMPLETED 518,767.11 6,142,648.97 MATERIALS ON HAND ON SITE 80,872.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -10,000.00 TOTAL 516,767.11 6,213,521.73 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 12/16/10 478 02/22/11 12/31/10 03/06/12 133 66 0 0 49% 28% PROGRESS IS SATISFACTORY AKHONDZADEH, RAHIM RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/11