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 08/23/11 EST. NO.21 TIME 01:55 PM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-266704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0034 300.00 E.W. @ F.A.(+) 083110 N 0062.5 0035 300.00 073010 N 0063.5 0036 300.00 043010 N 0064.5 0037 300.00 033110 N 0065.5 0038 2,520.54 060810 N 0066.5 0039 2,963.00 092110 N 0082.3 004 0006 1,500.00 E.W. @ F.A.(+) 042110 N 0057.5 012 0011 1,325.00 E.W. @ F.A.(+) 070210 N 0073.4 0012 662.50 072710 N 0075.3 0013 1,862.50 100810 N 0081.3 021 0001 231,500.00 E.W. @ L.S.(+) 081011 N 1 0 025 0001 -61,000.00 A.C. @ L.S.(-) 081011 N 1 0 182,533.54 TOTAL THIS ESTIMATE 373,594.85 TOTAL PREVIOUS ESTIMATE 556,128.39 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 08/23/11 EST. NO.21 TIME 01:55 PM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-266704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -82,950.00 06 CPM SCHEDULE -200,000.00 08 OUT OF SPEC PCC -696.28 08 CPM SCHEDULE 82,950.00 09 CPM SCHEDULE 200,000.00 09 SOLID WASTE FORM -10,000.00 14 SOLID WASTE REPORT 10,000.00 15 ITEM ADJUSTMENT -100,000.00 21 SOLID WASTE REPORT -10,000.00 21 -110,000.00 -110,696.28 OTHER OUTSTANDING DOCUMENTS DVBE REPORT -10,000.00 21 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -120,000.00 -120,696.28 PROGRAM CAS145 PAGE 1 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-118-27.0/32.5 ---------------------------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY IN SIMI VALLEY P O BOX 1489 FROM ARROYO TAPO CHANNEL TO 5.0 KM SUN VALLEY CA 913531489 WEST OF ROCKY PEAK ROAD OVERCROSSING FED. AID NO. ARRA-P118(58)E ,L-P118(58)E FREEWAY WIDENING ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.500 3,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,600.0000 400,000.00 250.000 400,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.080 3,200.00 1.000 40,000.00 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.080 200.00 1.000 2,500.00 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM M 7.0000 20,790.00 161.000 1,127.00 007 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 9,125.00 30.000 3,750.00 008 STREET SWEEPING LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000.00 009 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 45,000.0000 45,000.00 0.070 3,150.00 1.000 45,000.00 010 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.200 2,500.00 1.000 12,500.00 011 TRAFFIC CONTROL SYSTEM LS 181,000.0000 181,000.00 1.000 181,000.00 012 TYPE III BARRICADE EA 80.0000 1,760.00 22.000 1,760.00 013 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 160.000 4,800.00 014 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 2,000.00 1.000 2,000.00 015 TEMPORARY RAILING (TYPE K) M 35.3000 628,340.00 18,628.900 657,600.17 016 TEMPORARY CRASH CUSHION MODULE EA 190.0000 22,800.00 171.000 32,490.00 017 ABANDON PIPE M 50.0000 1,750.00 59.700 2,985.00 018 REMOVE METAL BEAM GUARD RAILING M 60.0000 2,160.00 36.000 2,160.00 019 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 0.8000 10,880.00 15,643.000 12,514.40 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 11,040.00 8,371.000 6,696.80 STRIPE 021 REMOVE PAINTED TRAFFIC STRIPE M 0.8000 8,400.00 23,865.000 19,092.00 022 REMOVE PAINTED PAVEMENT MARKING M2 21.6000 518.40 23.400 505.44 PROGRAM CAS145 PAGE 2 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.8000 22,240.00 21,167.000 16,933.60 024 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.6000 259.20 56.320 1,216.51 025 REMOVE PAVEMENT MARKER EA 1.0700 26,108.00 20,850.000 22,309.50 026 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 2.000 9,000.00 027 REMOVE ASPHALT CONCRETE DIKE M 5.5000 8,360.00 1,514.000 8,327.00 028 REMOVE PIPE M 50.0000 5,500.00 127.800 6,390.00 029 REMOVE INLET EA 1,000.0000 7,000.00 11.000 11,000.00 030 SALVAGE METAL BRIDGE RAILING M 20.0000 2,020.00 101.000 2,020.00 031 SALVAGE CONCRETE BARRIER (TYPE K) M 7.5500 9,437.50 1,248.000 9,422.40 032 RECONSTRUCT METAL BEAM GUARD RAILING M 83.5000 70,140.00 931.380 77,770.23 033 RESET CONCRETE BARRIER (TYPE K) M 30.0000 3,300.00 128.000 3,840.00 034 ADJUST INLET EA 1,200.0000 6,000.00 5.000 6,000.00 035 REMOVE CONCRETE M3 500.0000 400.00 0.800 400.00 036 REMOVE CONCRETE BARRIER M 33.0000 2,772.00 2,474.000 81,642.00 037 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000.00 038 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.00 039 ROADWAY EXCAVATION M3 15.4500 818,850.00 53,584.000 827,872.80 040 LEAD COMPLIANCE PLAN LS 3,700.0000 3,700.00 1.000 3,700.00 041 STRUCTURE EXCAVATION M3 140.0000 7,140.00 51.000 7,140.00 (F) 042 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 31,400.00 314.000 31,400.00 (F) 043 STRUCTURE BACKFILL M3 80.0000 2,640.00 33.000 2,640.00 (F) 044 STRUCTURE BACKFILL (BRIDGE) M3 102.0000 21,828.00 214.000 21,828.00 (F) 045 SAND BACKFILL M3 150.0000 1,500.00 10.000 1,500.00 046 DITCH EXCAVATION M3 35.0000 2,520.00 72.000 2,520.00 047 HIGHWAY PLANTING LS 3,155.0000 3,155.00 1.000 3,155.00 048 ROCK BLANKET M2 80.2500 9,630.00 107.000 8,586.75 049 PLANT ESTABLISHMENT WORK LS 16,900.0000 16,900.00 1.000 16,900.00 PROGRAM CAS145 PAGE 3 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IRRIGATION SYSTEM LS 12,375.0000 12,375.00 1.000 12,375.00 051 200 MM CORRUGATED HIGH DENSITY M 128.4000 21,828.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 052 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 900.00 11.520 5,184.00 053 CLASS 3 AGGREGATE BASE M3 29.3000 521,540.00 18,002.000 527,458.60 054 LEAN CONCRETE BASE M3 91.7000 1,100,400.00 12,115.000 1,110,945.50 055 HOT MIX ASPHALT (TYPE B) TONN 115.0000 24,150.00 243.840 28,041.60 056 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.3500 1,404,900.00 13,222.655 1,326,893.43 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 8.3000 4,980.00 605.000 5,021.50 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.3000 655.70 34.000 282.20 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.3000 6,972.00 877.000 7,279.10 060 CONCRETE PAVEMENT M3 151.0000 3,759,900.00 25,165.000 3,799,915.00 061 SEAL PAVEMENT JOINT M 10.3000 429,510.00 42,481.000 437,554.30 062 SEAL LONGITUDINAL ISOLATION JOINT M 36.0000 489,600.00 14,113.000 508,068.00 063 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 176.0000 126,016.00 716.000 126,016.00 PILING 064 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 425.0000 36,975.00 87.000 36,975.00 (F) 065 STRUCTURAL CONCRETE, BRIDGE M3 790.0000 364,190.00 461.000 364,190.00 (F) 066 STRUCTURAL CONCRETE, APPROACH SLAB M3 695.0000 66,720.00 96.000 66,720.00 (F) (TYPE N) 067 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,520.0000 30,400.00 358.320 544,646.40 (TYPE R) 068 CLASS 2 CONCRETE (STRUCTURE) M3 700.0000 13,300.00 19.000 13,300.00 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) M3 2,145.0000 201,630.00 94.000 201,630.00 (F) 070 PAVING NOTCH EXTENSION M3 8,000.0000 8,000.00 2.790 22,320.00 071 DRILL AND BOND DOWEL M 85.0000 6,460.00 76.000 6,460.00 072 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,820.0000 141,120.00 16.000 141,120.00 GIRDER (20 M - 25 M) 073 ERECT PRECAST PRESTRESSED CONCRETE EA 3,480.0000 55,680.00 16.000 55,680.00 GIRDER 074 JOINT SEAL (MR 30 MM) M 255.0000 11,475.00 188.160 47,980.80 075 BAR REINFORCING STEEL KG 1.3200 3,399.00 2,575.000 3,399.00 (F) 076 BAR REINFORCING STEEL (BRIDGE) KG 1.9500 237,564.60 121,828.000 237,564.60 (F) PROGRAM CAS145 PAGE 4 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ASPHALT MEMBRANE WATERPROOFING M2 195.0000 6,435.00 33.000 6,435.00 (F) 078 COLUMN CASING KG 13.6000 215,736.80 15,863.000 215,736.80 (F) 079 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2000 138,644.00 15,070.000 138,644.00 (F) 080 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6700 10,096.90 15,070.000 10,096.90 (F) 081 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 4,725.00 35.000 4,725.00 082 FURNISH SINGLE SHEET ALUMINUM SIGN M2 112.0000 784.00 7.000 784.00 (1.6 MM-UNFRAMED) 083 1524 MM CAST-IN-DRILLED-HOLE M 1,265.0000 11,385.00 9.000 11,385.00 CONCRETE PILE (SIGN FOUNDATION) 084 METAL (BARRIER MOUNTED SIGN) KG 19.5000 6,825.00 350.000 6,825.00 085 ROADSIDE SIGN - ONE POST EA 600.0000 600.00 1.000 600.00 086 450 MM REINFORCED CONCRETE PIPE M 315.0000 56,700.00 178.700 56,290.50 087 SLOPE PAVING (CONCRETE) M3 520.0000 56,680.00 109.000 56,680.00 (F) 088 MINOR CONCRETE (MISCELLANEOUS M3 965.0000 5,790.00 5.600 5,404.00 CONSTRUCTION) 089 MISCELLANEOUS IRON AND STEEL KG 3.5000 42,700.00 12,200.000 42,700.00 (F) 090 BRIDGE DECK DRAINAGE SYSTEM KG 24.0000 7,008.00 292.000 7,008.00 (F) 091 DELINEATOR (CLASS 1) EA 60.0000 180.00 4.000 240.00 092 INSTALL MEDIAN MILEAGE PANEL EA 85.0000 3,400.00 40.000 3,400.00 40.000 3,400.00 093 METAL BEAM GUARD RAILING (WOOD POST) M 131.0000 2,489.00 11.000 1,441.00 094 END ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 1,440.00 3.000 2,160.00 095 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,480.0000 7,440.00 3.000 7,440.00 096 CONCRETE BARRIER (TYPE 60W) M 300.0000 735,000.00 3,133.000 939,900.00 097 CONCRETE BARRIER (TYPE 60) M 130.0000 61,100.00 498.000 64,740.00 098 CONCRETE BARRIER (TYPE 60C) M 145.0000 121,800.00 128.650 18,654.25 099 CONCRETE BARRIER (TYPE 60A MODIFIED) M 275.0000 18,975.00 69.000 18,975.00 (F) 100 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 7,360.00 205.270 6,568.64 101 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 29,318.00 30,538.000 32,675.66 102 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8700 3,291.20 1,673.000 3,128.51 103 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 512.00 243.000 388.80 (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 5 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 24,576.00 39,990.000 25,593.60 (BROKEN 10.98 M - 3.66 M) 105 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 710.40 964.000 616.96 (BROKEN 5.18 M - 2.14 M) 106 PAINT TRAFFIC STRIPE (2-COAT) M 0.4300 17,931.00 57,162.000 24,579.66 107 PAINT PAVEMENT MARKING M2 32.1000 770.40 11.700 375.57 108 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 18,618.00 20,401.000 21,829.07 109 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6800 17,848.80 7,567.000 20,279.56 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,400.0000 1,400.00 1.000 1,400.00 SYSTEM ELEMENTS DURING CONSTRUCTION 111 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 15,000.0000 15,000.00 1.000 15,000.00 STATION 112 MODIFY TRAFFIC MONITORING STATION LS 6,360.0000 6,360.00 1.000 6,360.00 113 MODIFY RAMP METERING SYSTEM LS 21,550.0000 21,550.00 1.000 21,550.00 114 MODIFY LIGHTING AND SIGN ILLUMINATION LS 28,870.0000 28,870.00 1.000 28,870.00 PROGRAM CAS145 PAGE 6 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-266704 TIME 01:55 PM ESTIMATE NO. 21 BID OPENING 11/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,450.00 14,171,495.11 ADJUSTMENT OF COMPENSATION -61,000.00 108,088.10 EXTRA WORK 243,533.54 448,040.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 195,983.54 14,727,623.50 115 MOBILIZATION LS 460,000.0000 460,000.00 1.000 460,000.00 ORIGINAL CONTRACT AMOUNT 13,844,502.90 TOTAL WORK COMPLETED 195,983.54 15,187,623.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -120,000.00 -120,696.28 TOTAL 75,983.54 15,066,927.22 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/14/09 500 01/11/10 01/11/10 07/22/11 336 56 0 0 100% 100% TOUTOUNCHIAN, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/11