PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/19/13 EST. NO.42 TIME 02:19 PM 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 --------------------------------------------------------------------------- 014 0031 3,645.04 E.W. @ F.A.(+) 121213 N 9251.1 0032 2,289.48 121113 N 9252.1 0033 1,371.28 121113 N 9252.2 032 0001 81,881.17 A.C. @ L.S.(+) 121813 N 9001 0 89,186.97 TOTAL THIS ESTIMATE 689,995.26 TOTAL PREVIOUS ESTIMATE 779,182.23 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/19/13 EST. NO.42 TIME 02:19 PM 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 0.00 -7,500.00 TOTAL DEDUCTIONS 0.00 -7,500.00 PROGRAM CAS145 PAGE 1 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 300.0000 180,000.00 604.000 181,200 004 TEMPORARY FENCE (TYPE ESA) LF 6.0000 7,800.00 1,300.000 7,800 005 TEMPORARY ARROYO TOAD FENCE LF 13.0000 16,900.00 1,300.000 16,900 006 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 1.000 17,500 007 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.5000 16,175.00 2,475.000 6,187 009 TEMPORARY SILT FENCE LF 3.7500 9,975.00 3,893.000 14,598 010 TEMPORARY GRAVEL BAG BERM LF 6.0000 3,600.00 1,229.750 7,378 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 8,000.0000 8,000.00 0.980 7,840 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 6,000.00 3.000 6,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 990.00 7.000 1,155 014 STREET SWEEPING LS 35,000.0000 35,000.00 1.000 35,000 015 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.800 6,000 016 TRAFFIC CONTROL SYSTEM LS 111,127.0000 111,127.00 0.980 108,904 017 TYPE III BARRICADE EA 12.0000 48.00 4.000 48 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.1000 2,294.00 620.000 1,922 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 3,090.00 39,437.000 5,915 020 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 1,800.00 150.000 1,800 021 TEMPORARY PAVEMENT MARKER EA 3.0000 3,480.00 1,248.000 3,744 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 1.000 60,000 PROGRAM CAS145 PAGE 2 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 8.0000 78,000.00 10,260.000 82,080 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 50,000.00 205.000 51,250 025 TEMPORARY TRAFFIC SCREEN LF 1.5000 14,625.00 9,540.000 14,310 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7000 3,346.00 6,540.000 4,578 (HAZARDOUS WASTE) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 4,109.00 5,400.000 3,780 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 4.0000 1,200.00 0.000 0 029 REMOVE CHAIN LINK FENCE LF 5.0000 8,950.00 2,053.000 10,265 030 REMOVE METAL BEAM GUARD RAILING LF 8.0000 2,080.00 1,077.000 8,616 031 REMOVE TRAFFIC STRIPE LF 0.7000 1,540.00 340.000 238 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 3,498.00 19,650.000 11,790 033 REMOVE PAINTED PAVEMENT MARKING SQFT 3.7000 1,110.00 393.000 1,454 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,605.00 8,329.000 5,830 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 1,105.00 340.000 1,105 036 REMOVE PAVEMENT MARKER EA 1.0000 940.00 2,471.000 2,471 037 REMOVE ROADSIDE SIGN EA 50.0000 900.00 18.000 900 038 REMOVE ROADSIDE SIGN EA 50.0000 300.00 6.000 300 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 7,000.0000 7,000.00 1.000 7,000 040 REMOVE PIPE LF 20.0000 7,800.00 378.590 7,571 041 REMOVE INLET EA 850.0000 5,950.00 7.000 5,950 042 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500 043 REMOVE DELINEATOR EA 7.0000 210.00 30.000 210 044 SALVAGE METAL BRIDGE RAILING LF 4.0000 3,352.00 838.000 3,352 045 RECONSTRUCT CHAIN LINK FENCE LF 26.0000 910.00 0.000 0 046 RELOCATE ROADSIDE SIGN-ONE POST EA 100.0000 100.00 1.000 100 047 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 200.00 1.000 200 048 RELOCATE WATER METER LS 2,000.0000 2,000.00 1.000 2,000 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 54.0000 3,564.00 4,444.000 239,976 PROGRAM CAS145 PAGE 3 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 110.0000 34,100.00 470.000 51,700 051 REMOVE SOUND WALL SQFT 3.4000 17,306.00 5,090.000 17,306 052 CAP INLET EA 1,250.0000 1,250.00 1.000 1,250 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,500.0000 27,500.00 1.000 27,500 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000 055 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000 056 ROADWAY EXCAVATION CY 23.5000 170,610.00 12,833.610 301,589 057 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 058 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 85,255.00 1,003.000 85,255 (F) 059 STRUCTURE EXCAVATION (TYPE A) CY 55.0000 23,100.00 420.000 23,100 (F) 060 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 195,920.00 2,449.000 195,920 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 78,600.00 1,048.000 78,600 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 113,400.00 1,890.000 113,400 (F) 063 PERVIOUS BACKFILL MATERIAL (RETAINING CY 400.0000 34,800.00 87.000 34,800 (F) WALL) 064 SAND BACKFILL CY 110.0000 3,850.00 34.910 3,840 065 HIGHWAY PLANTING LS 102,500.0000 102,500.00 1.000 102,500 066 PRUNE EXISTING PLANTS LS 6,000.0000 6,000.00 1.000 6,000 067 ROCK BLANKET SQYD 57.0000 85,500.00 1,500.000 85,500 068 MAINTAIN EXISTING PLANTED AREAS LS 3,000.0000 3,000.00 1.000 3,000 069 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.080 960.00 0.480 5,760 070 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 1.000 4,000 071 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 072 10" CORRUGATED HIGH DENSITY LF 50.0000 4,000.00 80.000 4,000 POLYETHYLENE PIPE CONDUIT 073 10" WELDED STEEL PIPE CONDUIT LF 130.0000 6,500.00 50.000 6,500 (.250" THICK) 074 CLASS 2 AGGREGATE SUBBASE CY 34.0000 94,860.00 3,145.550 106,948 075 AGGREGATE BASE (APPROACH SLAB) CY 360.0000 2,160.00 23.750 8,550 076 LEAN CONCRETE BASE CY 125.0000 147,500.00 1,086.100 135,762 PROGRAM CAS145 PAGE 4 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT (TYPE A) TON 72.0000 370,800.00 5,518.670 397,344 078 GEOSYNTHETIC MATERIALS SQFT 0.4000 2,736.00 7,805.000 3,122 079 DATA CORE LS 5,000.0000 5,000.00 0.250 1,250 080 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 1,710.00 595.000 5,355 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 1,350.00 190.000 1,710 082 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 450.00 50.000 450 083 TACK COAT TON 1,325.0000 14,575.00 10.700 14,177 084 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 416,000.00 2,394.190 478,838 085 SEAL PAVEMENT JOINT LF 2.9500 6,608.00 7,230.000 21,328 086 SEAL ISOLATION JOINT LF 7.1000 15,904.00 1,273.000 9,038 087 FURNISH PILING (CLASS 200) LF 18.0000 60,696.00 3,372.000 60,696 088 DRIVE PILE (CLASS 200) EA 1,500.0000 124,500.00 83.000 124,500 089 FURNISH PILING (CLASS 200) LF 18.0000 114,120.00 6,565.010 118,170 (ALTERNATIVE X) 090 DRIVE PILE (CLASS 200) EA 1,500.0000 319,500.00 245.680 368,520 (ALTERNATIVE X) 091 FURNISH 24" CAST-IN-STEEL SHELL LF 85.0000 230,945.00 2,737.000 232,645 CONCRETE PILING 092 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 9,500.0000 285,000.00 30.000 285,000 PILE 093 SEAL COURSE CONCRETE CY 125.0000 10,125.00 101.250 12,656 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 480.0000 203,040.00 423.000 203,040 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 870,350.00 1,339.000 870,350 (F) 096 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 318,150.00 909.000 318,150 (F) 097 STRUCTURAL CONCRETE, APPROACH SLAB CY 710.0000 71,710.00 101.000 71,710 (F) (TYPE N) 098 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,150.0000 62,100.00 86.300 99,245 (TYPE R) 099 MINOR CONCRETE (MINOR STRUCTURE) CY 515.0000 49,955.00 105.510 54,337 (F) 100 PAVING NOTCH EXTENSION CF 670.0000 12,060.00 39.000 26,130 101 DRILL AND BOND DOWEL LF 20.0000 6,800.00 340.000 6,800 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,000.0000 152,000.00 4.000 152,000 BULB-TEE GIRDER (130'-140') 103 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,250.0000 153,000.00 4.000 153,000 BULB-TEE GIRDER (140'-150') PROGRAM CAS145 PAGE 5 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ERECT PRECAST PRESTRESSED CONCRETE EA 8,600.0000 68,800.00 8.000 68,800 GIRDER 105 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 254,016.00 15,876.000 254,016 (F) 106 JOINT SEAL (MR 1/2") LF 55.0000 2,805.00 51.000 2,805 (F) 107 JOINT SEAL (MR 1") LF 22.0000 3,828.00 174.000 3,828 108 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 281,600.00 352,000.000 281,600 (F) 109 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 76,856.00 96,070.000 76,856 (F) 110 HEADED BAR REINFORCEMENT EA 7.1000 11,147.00 1,570.000 11,147 (F) 111 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6000 100,568.00 38,680.000 100,568 (F) 112 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 9,670.00 38,680.000 9,670 (F) 113 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,435.00 383.400 6,326 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 16.0000 608.00 37.500 600 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,800.00 198.400 1,785 (0.063"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 1,480.00 158.000 1,461 (0.080"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 638.00 58.000 638 (0.063"-FRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,610.00 134.000 1,541 (0.080"-FRAMED) 119 METAL (WALL MOUNTED SIGN) LB 6.8000 9,588.00 1,405.000 9,554 120 ROADSIDE SIGN - ONE POST EA 270.0000 8,910.00 33.000 8,910 121 ROADSIDE SIGN - TWO POST EA 660.0000 2,640.00 4.000 2,640 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 680.00 4.000 680 METHOD) 123 8" PLASTIC PIPE (PVC) LF 110.0000 990.00 0.000 0 124 10" PLASTIC PIPE (PVC) LF 53.0000 2,014.00 38.000 2,014 125 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 47.0000 6,580.00 134.500 6,321 PIPE 126 18" REINFORCED CONCRETE PIPE LF 58.0000 51,040.00 811.030 47,039 127 WELDED STEEL PIPE CASING (BRIDGE) LF 145.0000 5,655.00 39.000 5,655 128 ROCK SLOPE PROTECTION CY 130.0000 6,240.00 144.000 18,720 (1/2 TON, METHOD A) 129 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 280.0000 1,400.00 0.000 0 130 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 902.00 246.000 2,706 PROGRAM CAS145 PAGE 6 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION FABRIC, CLASS 8 SQYD 41.0000 574.00 0.000 0 132 MINOR CONCRETE (MISCELLANEOUS CY 310.0000 145,700.00 396.970 123,060 CONSTRUCTION) 133 MISCELLANEOUS IRON AND STEEL LB 2.0000 9,754.00 5,140.000 10,280 (F) 134 MISCELLANEOUS METAL LB 3.8000 15,048.00 3,960.000 15,048 (F) (RESTRAINER - PIPE TYPE) 135 MISCELLANEOUS METAL LB 8.5000 51,850.00 6,100.000 51,850 (F) (RESTRAINER - CABLE TYPE) 136 BRIDGE DECK DRAINAGE SYSTEM LB 4.5000 84,330.00 18,740.000 84,330 (F) 137 CHAIN LINK FENCE (TYPE CL-1.5) LF 21.0000 11,025.00 532.000 11,172 138 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 16,800.00 1,921.000 19,210 139 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 17,780.00 2,078.000 29,092 140 DELINEATOR (FLEXIBLE) EA 65.0000 1,560.00 24.000 1,560 141 DELINEATOR (CLASS 1) EA 32.0000 1,088.00 34.000 1,088 142 GUARD RAILING DELINEATOR EA 40.0000 400.00 10.000 400 143 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 2.000 7,000 144 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 5,400.00 2.000 5,400 145 CRASH CUSHION (REACT 9CBB) EA 65,000.0000 65,000.00 0.000 0 146 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 290.0000 17,980.00 88.500 25,665 147 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 86.0000 43,000.00 726.250 62,457 148 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 71.0000 139,160.00 1,960.000 139,160 (F) 149 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,210.00 7,210.000 3,605 150 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,277.00 2,111.000 1,899 151 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 2,088.00 492.000 1,771 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 755.00 2,755.000 1,377 (BROKEN 36-12) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 480.00 520.000 260 (BROKEN 17-7) 154 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 2,324.00 10,784.000 2,156 155 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 1,296.00 938.000 2,251 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.9000 507.00 1,005.000 3,919 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 2,496.00 981.000 3,139 PROGRAM CAS145 PAGE 7 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.300 750 SYSTEM ELEMENTS DURING CONSTRUCTION 159 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000 160 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 33,000.0000 33,000.00 1.000 33,000 STAGE 1 161 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 17,000.0000 17,000.00 1.000 17,000 STAGE 2 162 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 1.000 20,000 STAGE 3 163 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 1.000 15,000 (STAGE CONSTRUCTION) 164 LIGHTING AND SIGN ILLUMINATION LS 83,000.0000 83,000.00 1.000 83,000 165 COMMUNICATION SYSTEM (MODIFY) LS 21,000.0000 21,000.00 1.000 21,000 166 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 1.000 9,000 167 MODIFY RAMP METERING SYSTEM LS 57,000.0000 57,000.00 1.000 57,000 PROGRAM CAS145 PAGE 8 DATE 12/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 02:19 PM ESTIMATE NO. 42 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 12/20/13 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 960.00 8,428,102.66 ADJUSTMENT OF COMPENSATION 81,881.17 289,583.97 EXTRA WORK 7,305.80 489,598.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,146.97 9,207,284.89 168 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000 ORIGINAL CONTRACT AMOUNT 8,404,700.00 TOTAL WORK COMPLETED 90,146.97 9,757,284.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,500.00 TOTAL 90,146.97 9,749,784.89 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 06/25/14 786 51 60 0 98% 86% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 12/19/13