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 08/23/12 EST. NO.26 TIME 07:51 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0E5704 --------------------------------------------------------------------------- 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 0017 797.76 E.W. @ F.A.(+) 060812 N 0186.0 011 0004 500.00 E.W. @ U.P (+) 081612 N 9004 0 014 0014 2,169.96 E.W. @ F.A.(+) 061412 N 0187.1 0015 1,509.83 061512 N 0188.1 0016 548.90 061812 N 0189.1 019 0001 8,347.73 E.W. @ F.A.(+) 061912 N 0190.1 13,874.18 TOTAL THIS ESTIMATE 467,567.96 TOTAL PREVIOUS ESTIMATE 481,442.14 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 08/23/12 EST. NO.26 TIME 07:51 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0E5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING NITE -15,000.00 16 RETURN PART. DED. 16 7,500.00 22 NON-COMPLIANCE W/CPM -18,070.00 25 RET CPM DEDUCTION 18,070.00 26 18,070.00 -7,500.00 TOTAL DEDUCTIONS 18,070.00 -7,500.00 PROGRAM CAS145 PAGE 1 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 LOCATION PROGRESS ESTIMATE 12-ORA-5-8.5/9.4 ----------------- BEADOR CONSTRUCTION CO. INC. IN ORANGE COUNTY IN SAN JUAN 26320 LESTER CIRCLE CAPISTRANO FROM 0.5 MI S OF SAN CORONA CA 92883 JUAN CREEK ROAD UNDERCROSSING TO 0.5 MI N OF SAN JUAN CREEK BRIDGE FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 1,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 300.0000 180,000.00 21.000 6,300.00 486.000 145,800.00 004 TEMPORARY FENCE (TYPE ESA) LF 6.0000 7,800.00 1,300.000 7,800.00 005 TEMPORARY ARROYO TOAD FENCE LF 13.0000 16,900.00 1,300.000 16,900.00 006 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 0.050 875.00 0.800 14,000.00 007 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.5000 16,175.00 200.000 500.00 700.000 1,750.00 009 TEMPORARY SILT FENCE LF 3.7500 9,975.00 300.000 1,125.00 3,800.000 14,250.00 010 TEMPORARY GRAVEL BAG BERM LF 6.0000 3,600.00 20.000 120.00 1,091.000 6,546.00 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 8,000.0000 8,000.00 0.050 400.00 0.800 6,400.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 6,000.00 3.000 6,000.00 013 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 990.00 7.000 1,155.00 014 STREET SWEEPING LS 35,000.0000 35,000.00 0.050 1,750.00 0.800 28,000.00 015 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.300 2,250.00 0.800 6,000.00 016 TRAFFIC CONTROL SYSTEM LS 111,127.0000 111,127.00 0.050 5,556.35 0.800 88,901.60 017 TYPE III BARRICADE EA 12.0000 48.00 4.000 48.00 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.1000 2,294.00 283.000 877.30 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 3,090.00 17,954.000 2,693.10 020 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 1,800.00 96.000 1,152.00 021 TEMPORARY PAVEMENT MARKER EA 3.0000 3,480.00 1,085.000 3,255.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.050 3,000.00 0.800 48,000.00 PROGRAM CAS145 PAGE 2 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 8.0000 78,000.00 7,000.000 56,000.00 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 50,000.00 155.000 38,750.00 025 TEMPORARY TRAFFIC SCREEN LF 1.5000 14,625.00 6,280.000 9,420.00 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7000 3,346.00 3,230.000 2,261.00 (HAZARDOUS WASTE) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 4,109.00 5,400.000 3,780.00 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 4.0000 1,200.00 0.000 0.00 029 REMOVE CHAIN LINK FENCE LF 5.0000 8,950.00 1,790.000 8,950.00 030 REMOVE METAL BEAM GUARD RAILING LF 8.0000 2,080.00 1,027.000 8,216.00 031 REMOVE TRAFFIC STRIPE LF 0.7000 1,540.00 0.000 0.00 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 3,498.00 3,236.000 1,941.60 033 REMOVE PAINTED PAVEMENT MARKING SQFT 3.7000 1,110.00 0.000 0.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,605.00 8,329.000 5,830.30 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 1,105.00 340.000 1,105.00 036 REMOVE PAVEMENT MARKER EA 1.0000 940.00 1,294.000 1,294.00 037 REMOVE ROADSIDE SIGN EA 50.0000 900.00 1.000 50.00 038 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 7,000.0000 7,000.00 1.000 7,000.00 040 REMOVE PIPE LF 20.0000 7,800.00 97.580 1,951.60 271.630 5,432.60 041 REMOVE INLET EA 850.0000 5,950.00 1.000 850.00 4.000 3,400.00 042 REMOVE HEADWALL EA 750.0000 1,500.00 1.000 750.00 1.000 750.00 043 REMOVE DELINEATOR EA 7.0000 210.00 30.000 210.00 30.000 210.00 044 SALVAGE METAL BRIDGE RAILING LF 4.0000 3,352.00 838.000 3,352.00 045 RECONSTRUCT CHAIN LINK FENCE LF 26.0000 910.00 0.000 0.00 046 RELOCATE ROADSIDE SIGN-ONE POST EA 100.0000 100.00 0.000 0.00 047 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 200.00 0.000 0.00 048 RELOCATE WATER METER LS 2,000.0000 2,000.00 1.000 2,000.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 54.0000 3,564.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 110.0000 34,100.00 365.190 40,170.90 051 REMOVE SOUND WALL SQFT 3.4000 17,306.00 5,090.000 17,306.00 052 CAP INLET EA 1,250.0000 1,250.00 0.000 0.00 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,500.0000 27,500.00 0.050 1,375.00 1.000 27,500.00 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 055 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 056 ROADWAY EXCAVATION CY 23.5000 170,610.00 8,679.140 203,959.79 057 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 058 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 85,255.00 1,003.000 85,255.00 (F) 059 STRUCTURE EXCAVATION (TYPE A) CY 55.0000 23,100.00 420.000 23,100.00 (F) 060 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 195,920.00 2,449.000 195,920.00 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 78,600.00 104.000 7,800.00 1,048.000 78,600.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 113,400.00 189.000 11,340.00 1,890.000 113,400.00 (F) 063 PERVIOUS BACKFILL MATERIAL (RETAINING CY 400.0000 34,800.00 87.000 34,800.00 (F) WALL) 064 SAND BACKFILL CY 110.0000 3,850.00 0.000 0.00 065 HIGHWAY PLANTING LS 102,500.0000 102,500.00 0.000 0.00 066 PRUNE EXISTING PLANTS LS 6,000.0000 6,000.00 1.000 6,000.00 067 ROCK BLANKET SQYD 57.0000 85,500.00 0.000 0.00 068 MAINTAIN EXISTING PLANTED AREAS LS 3,000.0000 3,000.00 0.100 300.00 0.800 2,400.00 069 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 070 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.050 200.00 0.800 3,200.00 071 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 072 10" CORRUGATED HIGH DENSITY LF 50.0000 4,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 073 10" WELDED STEEL PIPE CONDUIT LF 130.0000 6,500.00 50.000 6,500.00 (.250" THICK) 074 CLASS 2 AGGREGATE SUBBASE CY 34.0000 94,860.00 500.000 17,000.00 2,379.100 80,889.40 075 AGGREGATE BASE (APPROACH SLAB) CY 360.0000 2,160.00 0.000 0.00 076 LEAN CONCRETE BASE CY 125.0000 147,500.00 705.000 88,125.00 PROGRAM CAS145 PAGE 4 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT (TYPE A) TON 72.0000 370,800.00 3,143.000 226,296.00 078 GEOSYNTHETIC MATERIALS SQFT 0.4000 2,736.00 0.000 0.00 079 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 080 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 1,710.00 0.000 0.00 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 1,350.00 0.000 0.00 082 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 450.00 0.000 0.00 083 TACK COAT TON 1,325.0000 14,575.00 0.700 927.50 084 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 416,000.00 1,178.120 235,624.00 085 SEAL PAVEMENT JOINT LF 2.9500 6,608.00 0.000 0.00 086 SEAL ISOLATION JOINT LF 7.1000 15,904.00 0.000 0.00 087 FURNISH PILING (CLASS 200) LF 18.0000 60,696.00 3,372.000 60,696.00 088 DRIVE PILE (CLASS 200) EA 1,500.0000 124,500.00 83.000 124,500.00 089 FURNISH PILING (CLASS 200) LF 18.0000 114,120.00 6,374.000 114,732.00 (ALTERNATIVE X) 090 DRIVE PILE (CLASS 200) EA 1,500.0000 319,500.00 235.680 353,520.00 (ALTERNATIVE X) 091 FURNISH 24" CAST-IN-STEEL SHELL LF 85.0000 230,945.00 2,607.000 221,595.00 CONCRETE PILING 092 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 9,500.0000 285,000.00 30.000 285,000.00 PILE 093 SEAL COURSE CONCRETE CY 125.0000 10,125.00 101.250 12,656.25 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 480.0000 203,040.00 423.000 203,040.00 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 870,350.00 1,284.000 834,600.00 (F) 096 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 318,150.00 876.600 306,810.00 (F) 097 STRUCTURAL CONCRETE, APPROACH SLAB CY 710.0000 71,710.00 0.000 0.00 (F) (TYPE N) 098 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,150.0000 62,100.00 0.000 0.00 (TYPE R) 099 MINOR CONCRETE (MINOR STRUCTURE) CY 515.0000 49,955.00 23.670 12,190.05 (F) 100 PAVING NOTCH EXTENSION CF 670.0000 12,060.00 0.000 0.00 101 DRILL AND BOND DOWEL LF 20.0000 6,800.00 340.000 6,800.00 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,000.0000 152,000.00 4.000 152,000.00 BULB-TEE GIRDER (130'-140') 103 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,250.0000 153,000.00 4.000 153,000.00 BULB-TEE GIRDER (140'-150') PROGRAM CAS145 PAGE 5 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ERECT PRECAST PRESTRESSED CONCRETE EA 8,600.0000 68,800.00 8.000 68,800.00 GIRDER 105 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 254,016.00 8,130.000 130,080.00 8,130.000 130,080.00 (F) 106 JOINT SEAL (MR 1/2") LF 55.0000 2,805.00 0.000 0.00 (F) 107 JOINT SEAL (MR 1") LF 22.0000 3,828.00 0.000 0.00 108 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 281,600.00 346,000.000 276,800.00 (F) 109 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 76,856.00 96,070.000 76,856.00 (F) 110 HEADED BAR REINFORCEMENT EA 7.1000 11,147.00 1,570.000 11,147.00 (F) 111 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6000 100,568.00 0.000 0.00 (F) 112 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 9,670.00 0.000 0.00 (F) 113 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,435.00 0.000 0.00 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 16.0000 608.00 0.000 0.00 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,800.00 0.000 0.00 (0.063"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 1,480.00 0.000 0.00 (0.080"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 638.00 0.000 0.00 (0.063"-FRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,610.00 0.000 0.00 (0.080"-FRAMED) 119 METAL (WALL MOUNTED SIGN) LB 6.8000 9,588.00 0.000 0.00 120 ROADSIDE SIGN - ONE POST EA 270.0000 8,910.00 0.000 0.00 121 ROADSIDE SIGN - TWO POST EA 660.0000 2,640.00 0.000 0.00 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 680.00 0.000 0.00 METHOD) 123 8" PLASTIC PIPE (PVC) LF 110.0000 990.00 0.000 0.00 124 10" PLASTIC PIPE (PVC) LF 53.0000 2,014.00 0.000 0.00 125 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 47.0000 6,580.00 79.500 3,736.50 PIPE 126 18" REINFORCED CONCRETE PIPE LF 58.0000 51,040.00 685.030 39,731.74 127 WELDED STEEL PIPE CASING (BRIDGE) LF 145.0000 5,655.00 39.000 5,655.00 39.000 5,655.00 128 ROCK SLOPE PROTECTION CY 130.0000 6,240.00 144.000 18,720.00 (1/2 TON, METHOD A) 129 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 280.0000 1,400.00 0.000 0.00 130 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 902.00 246.000 2,706.00 PROGRAM CAS145 PAGE 6 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION FABRIC, CLASS 8 SQYD 41.0000 574.00 0.000 0.00 132 MINOR CONCRETE (MISCELLANEOUS CY 310.0000 145,700.00 80.130 24,840.30 CONSTRUCTION) 133 MISCELLANEOUS IRON AND STEEL LB 2.0000 9,754.00 3,213.000 6,426.00 (F) 134 MISCELLANEOUS METAL LB 3.8000 15,048.00 1,430.000 5,434.00 (F) (RESTRAINER - PIPE TYPE) 135 MISCELLANEOUS METAL LB 8.5000 51,850.00 3,050.000 25,925.00 (F) (RESTRAINER - CABLE TYPE) 136 BRIDGE DECK DRAINAGE SYSTEM LB 4.5000 84,330.00 18,740.000 84,330.00 (F) 137 CHAIN LINK FENCE (TYPE CL-1.5) LF 21.0000 11,025.00 0.000 0.00 138 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 16,800.00 0.000 0.00 139 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 17,780.00 0.000 0.00 140 DELINEATOR (FLEXIBLE) EA 65.0000 1,560.00 0.000 0.00 141 DELINEATOR (CLASS 1) EA 32.0000 1,088.00 0.000 0.00 142 GUARD RAILING DELINEATOR EA 40.0000 400.00 0.000 0.00 143 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 144 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 5,400.00 0.000 0.00 145 CRASH CUSHION (REACT 9CBB) EA 65,000.0000 65,000.00 0.000 0.00 146 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 290.0000 17,980.00 88.500 25,665.00 147 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 86.0000 43,000.00 594.250 51,105.50 148 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 71.0000 139,160.00 1,895.900 134,608.90 1,895.900 134,608.90 (F) 149 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,210.00 0.000 0.00 150 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,277.00 0.000 0.00 151 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 2,088.00 0.000 0.00 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 755.00 0.000 0.00 (BROKEN 36-12) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 480.00 0.000 0.00 (BROKEN 17-7) 154 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 2,324.00 0.000 0.00 155 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 1,296.00 0.000 0.00 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.9000 507.00 0.000 0.00 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 2,496.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 159 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.267 24,030.00 160 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 33,000.0000 33,000.00 1.000 33,000.00 STAGE 1 161 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 17,000.0000 17,000.00 0.793 13,481.00 STAGE 2 162 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 0.000 0.00 STAGE 3 163 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 1.000 15,000.00 (STAGE CONSTRUCTION) 164 LIGHTING AND SIGN ILLUMINATION LS 83,000.0000 83,000.00 0.836 69,388.00 165 COMMUNICATION SYSTEM (MODIFY) LS 21,000.0000 21,000.00 0.530 11,130.00 166 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.500 4,500.00 167 MODIFY RAMP METERING SYSTEM LS 57,000.0000 57,000.00 0.692 39,444.00 PROGRAM CAS145 PAGE 8 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:51 AM ESTIMATE NO. 26 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 334,996.85 6,113,173.33 ADJUSTMENT OF COMPENSATION 0.00 331,480.19 EXTRA WORK 13,874.18 149,961.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 348,871.03 6,594,615.47 168 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000.00 ORIGINAL CONTRACT AMOUNT 8,404,700.00 TOTAL WORK COMPLETED 348,871.03 7,144,615.47 MATERIALS ON HAND ON SITE 72,612.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 18,070.00 -7,500.00 TOTAL 366,941.03 7,209,728.35 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 07/13/10 850 08/12/10 08/12/10 02/14/13 486 25 0 0 78% 57% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/12