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 05/22/13 EST. NO.19 TIME 03:10 PM R.E. NAME: JAVAHERNESHAN,MAJID 12-0G9604 --------------------------------------------------------------------------- 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 0008 3,282.31 E.W. @ F.A.(+) 102212 N 0128.0 3,282.31 TOTAL THIS ESTIMATE 1,548,820.98 TOTAL PREVIOUS ESTIMATE 1,552,103.29 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 05/22/13 EST. NO.19 TIME 03:10 PM R.E. NAME: JAVAHERNESHAN,MAJID 12-0G9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT CERT PAYR -1,000.00 18 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 LOCATION PROGRESS ESTIMATE 12-ORA-55-R7.8/R9.4 ----------------- ORTIZ ENTERPRISES INCORPORATED IN ORANGE COUNTY IN SANTA ANA FROM 6 CUSHING WAY SUITE 200 0.2 MILE SOUTH OF DYER ROAD IRVINE CA 92618 CROSSING TO EDINGER AVENUE UNDERCROSSING FED. AID NO. ACNH-P055(52)E WIDEN FREEWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.900 9,000 002 TIME-RELATED OVERHEAD LS 433,000.0000 433,000.00 1.000 433,000 003 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 004 PREPARE STORM WATER POLLUTION LS 2,400.0000 2,400.00 0.900 2,160 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.0000 2,010.00 670.000 2,010 006 TEMPORARY SILT FENCE LF 2.0000 2,800.00 1,400.000 2,800 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 16,000.00 4.000 16,000 008 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 30,000.00 3.000 30,000 009 TEMPORARY COVER SQYD 2.0000 10,640.00 5,320.000 10,640 010 TEMPORARY DRAINAGE INLET PROTECTION EA 420.0000 7,140.00 21.000 8,820 011 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 012 RAIN EVENT ACTION PLAN EA 270.0000 12,690.00 9.000 2,430 013 STORM WATER ANNUAL REPORT EA 800.0000 1,600.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 540.0000 11,340.00 0.000 0 015 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 016 TRAFFIC CONTROL SYSTEM LS 57,000.0000 57,000.00 1.000 57,000 017 TYPE II BARRICADE EA 150.0000 600.00 4.000 600 018 TYPE III BARRICADE EA 200.0000 6,000.00 30.000 6,000 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,900.00 140.000 4,200 020 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 4,000.00 2.000 4,000 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 1.000 6,000 022 TEMPORARY RAILING (TYPE K) LF 7.0000 134,400.00 19,880.000 139,160 PROGRAM CAS145 PAGE 2 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 250.0000 35,000.00 174.000 43,500 024 TEMPORARY TRAFFIC SCREEN LF 3.6000 65,160.00 18,634.000 67,082 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 10,560.00 30,219.000 12,087 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT LF 100.0000 3,900.00 131.000 13,100 027 REMOVE CHAIN LINK FENCE LF 33.0000 660.00 20.000 660 028 REMOVE METAL BEAM GUARD RAILING LF 6.0000 3,420.00 564.000 3,384 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 16,135.00 57,179.000 20,012 030 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 520.00 252.000 504 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 12,145.00 35,460.000 12,411 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,520.00 1,290.000 2,580 033 REMOVE PAVEMENT MARKER EA 0.6000 4,608.00 9,256.000 5,553 034 REMOVE ROADSIDE SIGN EA 125.0000 3,875.00 28.000 3,500 035 REMOVE ROADSIDE SIGN EA 200.0000 600.00 3.000 600 (STRAP AND SADDLE BRACKET METHOD) 036 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 2.000 9,000 037 REMOVE SIGN PANEL EA 150.0000 1,800.00 7.000 1,050 038 REMOVE PIPE LF 35.0000 8,050.00 232.000 8,120 039 REMOVE INLET EA 725.0000 8,700.00 12.000 8,700 040 REMOVE DOWNDRAIN EA 400.0000 400.00 1.000 400 041 REMOVE DELINEATOR EA 20.0000 380.00 19.000 380 042 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 250.00 1.000 250 043 ADJUST INLET EA 350.0000 2,800.00 8.000 2,800 044 ADJUST MANHOLE EA 350.0000 1,050.00 3.000 1,050 045 REMOVE CONCRETE CY 90.0000 6,840.00 75.020 6,751 046 REMOVE CONCRETE BARRIER LF 13.0000 1,430.00 104.000 1,352 047 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 17,000.00 3,400.000 17,000 048 CAP INLET EA 700.0000 1,400.00 3.000 2,100 049 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 3 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000 051 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000 052 ROADWAY EXCAVATION CY 13.5000 372,600.00 33,264.000 449,064 053 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 054 STRUCTURE EXCAVATION (TYPE DC) CY 4,600.0000 46,000.00 10.000 46,000 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 32.0000 21,376.00 668.000 21,376 (F) 056 STRUCTURE EXCAVATION (TIEBACK WALL) CY 180.0000 14,400.00 80.000 14,400 (F) 057 STRUCTURE BACKFILL (BRIDGE) CY 68.0000 7,480.00 110.000 7,480 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 25,960.00 472.000 25,960 (F) 059 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 630.00 21.000 630 (F) WALL) 060 HIGHWAY PLANTING LS 26,000.0000 26,000.00 1.000 26,000 061 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 3,410.00 34,100.000 3,410 062 MAINTAIN EXISTING PLANTED AREAS LS 3,000.0000 3,000.00 1.000 3,000 063 PLANT ESTABLISHMENT WORK LS 28,000.0000 28,000.00 0.310 8,680.00 0.900 25,200 064 IRRIGATION SYSTEM LS 24,000.0000 24,000.00 1.000 24,000 065 EXTEND 6" CONDUIT LF 226.0000 9,040.00 40.000 9,040 066 CLASS 2 AGGREGATE SUBBASE CY 39.0000 32,370.00 169.000 6,591 067 CLASS 3 AGGREGATE SUBBASE CY 8.5000 153,000.00 23,674.000 201,229 068 CLASS 2 AGGREGATE BASE CY 39.0000 6,240.00 154.000 6,006 069 LEAN CONCRETE BASE CY 400.0000 39,600.00 99.000 39,600 070 HOT MIX ASPHALT TON 67.5000 1,680,750.00 18,887.480 1,274,904 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 378,250.00 4,241.780 360,551 072 DATA CORE LS 2,100.0000 2,100.00 1.000 2,100 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 157.50 63.000 157 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 6,775.00 2,659.000 6,647 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 62.50 25.000 62 076 PLACE HOT MIX ASPHALT SQYD 2.5000 10,400.00 4,147.600 10,369 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 1,065.0000 17,040.00 21.240 22,620 078 CONCRETE PAVEMENT (RAMP TERMINI) CY 303.0000 72,720.00 295.700 89,597 079 FURNISH PILING (CLASS 90) LF 25.0000 18,025.00 719.750 17,993 080 DRIVE PILE (CLASS 90) EA 2,200.0000 30,800.00 14.000 30,800 081 FURNISH PILING (CLASS 140) LF 25.0000 32,775.00 1,308.000 32,700 082 DRIVE PILE (CLASS 140) EA 2,200.0000 61,600.00 28.000 61,600 083 TIEBACK ANCHOR EA 2,100.0000 54,600.00 26.000 54,600 084 STRUCTURAL CONCRETE, WALL FACING CY 1,250.0000 45,000.00 36.000 45,000 (F) 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 505.0000 26,260.00 52.000 26,260 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 968.0000 263,296.00 272.000 263,296 (F) 087 STRUCTURAL CONCRETE, RETAINING WALL CY 455.0000 162,890.00 358.000 162,890 (F) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 24,000.00 55.400 33,240 (F) (TYPE N) 089 MINOR CONCRETE (MINOR STRUCTURE) CY 1,310.0000 69,430.00 57.080 74,774 (F) 090 MINOR CONCRETE (BACKFILL) CY 105.0000 25,200.00 258.700 27,163 091 FRACTURED RIB TEXTURE SQFT 16.0000 38,176.00 2,386.000 38,176 (F) 092 DRILL AND BOND DOWEL LF 25.0000 650.00 26.000 650 093 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 10,300.0000 20,600.00 2.000 20,600 GIRDER (20'-30') 094 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 10,300.0000 20,600.00 2.000 20,600 GIRDER (30'-40') 095 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 20,000.0000 40,000.00 2.000 40,000 GIRDER (70'-80') 096 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 20,000.0000 40,000.00 2.000 40,000 GIRDER (90'-100') 097 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,200.0000 17,600.00 8.000 17,600 (F) GIRDER 098 JOINT SEAL (MR 1") LF 300.0000 10,200.00 46.270 13,881 099 BAR REINFORCING STEEL (BRIDGE) LB 0.7800 53,196.00 68,200.000 53,196 (F) 100 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 70,800.80 88,501.000 70,800 (F) 101 SHOTCRETE CY 640.0000 28,160.00 44.000 28,160 102 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.1000 18,605.00 3,050.000 18,605 (F) 103 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 3,050.00 3,050.000 3,050 (F) PROGRAM CAS145 PAGE 5 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 203,195.50 56,970.000 207,940 (F) 105 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 11,134.00 56,970.000 11,394 (F) 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 6,600.00 661.300 6,613 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,850.00 441.500 5,739 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,200.00 196.000 3,136 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 4,620.00 208.000 4,576 (0.080"-FRAMED) 110 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 652.0000 16,300.00 25.000 16,300 (SIGN FOUNDATION) 111 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 580.0000 63,800.00 102.000 59,160 (SIGN FOUNDATION) 112 METAL (RAIL MOUNTED SIGN) LB 6.0000 7,560.00 1,420.000 8,520 113 ROADSIDE SIGN - ONE POST EA 375.0000 10,500.00 28.000 10,500 114 ROADSIDE SIGN - TWO POST EA 1,200.0000 7,200.00 6.000 7,200 115 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,800.00 8.000 1,200 METHOD) 116 18" ALTERNATIVE PIPE CULVERT LF 140.0000 21,000.00 142.000 19,880 117 24" REINFORCED CONCRETE PIPE LF 140.0000 6,160.00 44.000 6,160 118 30" REINFORCED CONCRETE PIPE LF 275.0000 1,100.00 4.000 1,100 119 66" REINFORCED CONCRETE PIPE LF 350.0000 27,300.00 78.000 27,300 120 12" CORRUGATED STEEL PIPE RISER LF 55.0000 110.00 0.000 0 (.064" THICK) 121 GRATED LINE DRAIN LF 110.0000 14,300.00 121.000 13,310 122 18" CONCRETE FLARED END SECTION EA 390.0000 390.00 1.000 390 123 ROCK SLOPE PROTECTION CY 57.0000 285.00 4.600 262 (FACING, METHOD B) 124 MINOR CONCRETE (CHANNEL LINING) CY 5,000.0000 4,000.00 0.740 3,700 125 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 95.00 19.000 95 126 MINOR CONCRETE (MISCELLANEOUS CY 460.0000 55,200.00 142.820 65,697 CONSTRUCTION) 127 MINOR CONCRETE (TEXTURED PAVING) SQFT 14.0000 3,920.00 440.000 6,160 128 MISCELLANEOUS IRON AND STEEL LB 4.5000 40,770.00 10,056.000 45,252 (F) 129 CHAIN LINK FENCE (TYPE CL-6) LF 62.0000 930.00 15.000 930 130 DELINEATOR (CLASS 1) EA 20.0000 320.00 81.000 1,620 PROGRAM CAS145 PAGE 6 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0000 9,880.00 870.000 16,530 132 CONCRETE BARRIER (TYPE K) LF 13.0000 69,550.00 5,490.000 71,370 133 CABLE RAILING LF 21.0000 3,696.00 176.000 3,696 (F) 134 TRANSITION RAILING (TYPE WB) EA 4,300.0000 17,200.00 4.000 17,200 135 END ANCHOR ASSEMBLY (TYPE SFT) EA 440.0000 880.00 3.000 1,320 136 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 6,200.00 2.000 6,200 137 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 3.000 6,600 138 CONCRETE BARRIER (TYPE 60) LF 35.0000 120,050.00 3,400.000 119,000 139 CONCRETE BARRIER (TYPE 60C) LF 80.0000 25,600.00 318.000 25,440 140 CONCRETE BARRIER (TYPE 60D) LF 60.0000 10,560.00 176.000 10,560 (F) 141 CONCRETE BARRIER (TYPE 60E) LF 135.0000 9,990.00 74.000 9,990 142 CONCRETE BARRIER (TYPE 736) LF 53.0000 15,211.00 287.000 15,211 143 CONCRETE BARRIER (TYPE 736A) LF 53.0000 30,051.00 567.000 30,051 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 10,040.00 6,535.000 2,614 145 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,250.00 2,233.000 2,233 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,451.00 0.000 0 (BROKEN 12-3) 147 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 6,060.00 1,501.000 4,503 148 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 16.40 163.000 32 (BROKEN 6-1) 149 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 6,080.00 0.000 0 (BROKEN 36-12) 150 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 400.00 2,468.000 493 (BROKEN 17-7) 151 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 7,720.00 0.000 0 (BROKEN 36-12) 152 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 19,200.00 96,000.000 24,000 153 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 650.00 1,887.000 4,717 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 4,860.00 4,759.000 4,759 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 11,726.00 6,047.000 15,722 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 9,500.0000 9,500.00 1.000 9,500 SYSTEM ELEMENTS DURING CONSTRUCTION 157 SIGNAL AND LIGHTING LS 79,000.0000 79,000.00 1.000 79,000 PROGRAM CAS145 PAGE 7 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 1.000 35,000 159 LIGHTING AND SIGN ILLUMINATION LS 90,000.0000 90,000.00 1.000 90,000 160 MODIFY TRAFFIC MONITORING STATION EA 600.0000 28,800.00 56.000 33,600 161 MODIFY RAMP METERING SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 162 SIGNAL AND LIGHTING (REMOVE) LS 9,000.0000 9,000.00 1.000 9,000 163 MODIFY SIGNAL AND LIGHTING LS 32,000.0000 32,000.00 1.000 32,000 PROGRAM CAS145 PAGE 8 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9604 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 06/23/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: JAVAHERNESHAN,MAJID DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,680.00 6,232,360.60 ADJUSTMENT OF COMPENSATION 0.00 767,662.89 EXTRA WORK 3,282.31 784,440.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,962.31 7,784,463.89 164 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000 ORIGINAL CONTRACT AMOUNT 7,215,958.70 TOTAL WORK COMPLETED 11,962.31 8,504,463.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 11,962.31 8,503,463.89 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 08/12/11 380 10/06/11 10/06/11 11/04/13 380 26 111 0 97% 77% PROGRESS IS SATISFACTORY JAVAHERNESHAN,MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/13