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 09/09/11 EST. NO.82 TIME 02:00 PM R.E. NAME: ABUMUHOR, ISSAM 07-0607U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 160 0001 334,915.55 A.C. @ L.S.(+) 090911 N 1 0 334,915.55 TOTAL THIS ESTIMATE 9,268,716.11 TOTAL PREVIOUS ESTIMATE 9,603,631.66 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 09/09/11 EST. NO.82 TIME 02:00 PM R.E. NAME: ABUMUHOR, ISSAM 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT APPROVED -95,855.48 04 CPM NOT APPROVED 95,855.48 05 AGGREGATE OUT OF SPC -5,198.40 25 AGGREGATE OUTOF SPEC -7,914.46 28 30 DAYS@$12,900/DAY -387,000.00 70 30 DAYS @12900/DAY 387,000.00 71 LIQ DAMAGES 48 DAYS -619,200.00 76 SOLID WASTE FORM -10,000.00 76 TEMPORARY ITEM ADJUS -390,000.00 76 SOLID WASTE FORM 10,000.00 77 TEMPORARY ITEM ADJ 390,000.00 77 0.00 -632,312.86 EQUAL EMPLOYMENT OPPORTUNITY FHWA #1391 -10,000.00 47 FHWA #1391 10,000.00 48 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS JUN -10,000.00 02 UNITED -10,000.00 03 VAR PRS JUN 10,000.00 03 STATEWIDE,STRNDHL UN -10,000.00 04 UNITED 10,000.00 04 STATEWIDE,STRNDHL UN 10,000.00 05 VAR PAYROLLS I -10,000.00 05 VAR PAYROLL I 10,000.00 06 A.M.CONCRETE -10,000.00 07 PAYROLLS DEC -10,000.00 09 PAYROLLS JAN -10,000.00 10 A.M. CONCRETE 10,000.00 13 PAYROLLS JAN 10,000.00 13 PAYROLLS MARCH -10,000.00 13 KEY CONCRETE -10,000.00 14 PAYROLLS DEC 10,000.00 15 PAYROLLS JUNE -10,000.00 16 PAYROLLS JUNE 10,000.00 17 KEY CONCRETE 10,000.00 18 PAYROLLS 10,000.00 18 OCTOBER PAYROLL -10,000.00 21 NOVEMBER PAYROLL -10,000.00 22 DEC -10,000.00 23 NOVEMBER PAYROLL 10,000.00 23 OCTOBER PAYROLL 10,000.00 23 JAN PAYROLLS -10,000.00 24 FEB PAYROLLS -10,000.00 25 MARCH -10,000.00 27 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/09/11 EST. NO.82 TIME 02:00 PM R.E. NAME: ABUMUHOR, ISSAM 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- APRIL -10,000.00 28 MARCH 10,000.00 28 APRIL 10,000.00 30 MAY -10,000.00 30 JUNE -10,000.00 31 JULY -10,000.00 32 AUGUST -10,000.00 33 DEC, JAN, FEB 30,000.00 33 MAY, JUN, JUL 30,000.00 33 SEPT -10,000.00 34 AUGUST 10,000.00 35 SEPT 10,000.00 35 NOV2 -10,000.00 37 DEC. -10,000.00 38 JAN 05 -10,000.00 39 NOV2 & DEC 20,000.00 39 JAN 05 10,000.00 40 JUNE 05 -10,000.00 44 JULY -10,000.00 46 AUG -10,000.00 47 JULY 10,000.00 47 JUNE 05 10,000.00 47 AUG 10,000.00 48 DEC 05 -10,000.00 50 DEC 05 -10,000.00 51 DEC 05 10,000.00 52 DEC 05 10,000.00 52 JUNE 06 -10,000.00 58 JULY 06 -10,000.00 59 AUGUST 06 -10,000.00 60 JULY 06 10,000.00 62 SEPT 06 -10,000.00 62 AUGUST 06 10,000.00 63 SEPT 06 10,000.00 63 JUNE 06 10,000.00 65 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE -10,000.00 76 DVBE 10,000.00 78 0.00 0.00 TOTAL DEDUCTIONS 0.00 -632,312.86 PROGRAM CAS145 PAGE 1 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 LOCATION FINAL ESTIMATE 07-VEN-101-22.0/R24.0 -------------- M C M SECURITY PAVING J V IN VENTURA COUNTY IN OXNARD AND P O BOX 620 VENTURA FROM ROUTE 232 TO MONTALVO NORTH HIGHLANDS CA 95660 SPUR OVERHEAD FED. AID NO. ACNH-Q101(5)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 15,000.0000 15,000.00 1.000 15,000.00 002 TIME-RELATED OVERHEAD WDAY 4,735.0000 4,545,600.00 1,209.000 5,724,615.00 003 BAT HOUSE EA 300.0000 30,000.00 0.000 0.00 (S) 004 TEMPORARY FENCE M 20.0000 25,400.00 1,360.000 27,200.00 005 TEMPORARY FISH CULVERTS LS 400,000.0000 400,000.00 1.000 400,000.00 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 420,000.0000 420,000.00 1.000 420,000.00 008 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 1.000 205,000.00 (S) 010 TYPE III BARRICADE EA 75.0000 9,000.00 127.000 9,525.00 (S) 011 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 292.020 6,424.44 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 86,250.000 27,600.00 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 1,000.000 35,000.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 920.00 0.000 0.00 (S) (LEFT IN PLACE) 015 TEMPORARY RAILING (TYPE K) M 34.5000 831,450.00 31,526.900 1,087,678.05 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 210.0000 138,600.00 577.000 121,170.00 (S) 017 ABANDON CULVERT EA 3,000.0000 6,000.00 1.000 3,000.00 018 ABANDON INLET EA 1,000.0000 7,000.00 6.000 6,000.00 019 ABANDON PIPELINE EA 2,600.0000 23,400.00 9.000 23,400.00 020 OBLITERATE SURFACING M2 1.8500 32,745.00 14,284.000 26,425.40 021 REMOVE CHAIN LINK FENCE M 7.0000 14,140.00 3,512.000 24,584.00 022 REMOVE METAL BEAM GUARD RAILING M 16.5000 15,345.00 1,327.900 21,910.35 PROGRAM CAS145 PAGE 2 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 200.0000 1,000.00 1.000 200.00 024 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 10,780.00 40,884.000 57,237.60 025 REMOVE PAVEMENT MARKING M2 17.0000 1,190.00 143.560 2,440.52 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 58,520.00 5,393.000 7,550.20 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 16,226.00 6,405.000 12,169.50 STRIPE 028 REMOVE PAVEMENT MARKER EA 0.5300 5,724.00 9,632.000 5,104.96 029 REMOVE ROADSIDE SIGN EA 115.0000 10,925.00 126.000 14,490.00 030 REMOVE SIGN STRUCTURE EA 2,600.0000 31,200.00 13.000 33,800.00 031 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 14.500 8,700.00 032 REMOVE CULVERT EA 1,800.0000 16,200.00 7.000 12,600.00 033 REMOVE PIPE M 50.0000 4,600.00 265.200 13,260.00 034 REMOVE INLET EA 750.0000 3,750.00 9.000 6,750.00 035 REMOVE RETAINING WALL M3 60.0000 10,800.00 133.000 7,980.00 036 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 86,797.000 329,828.60 037 REMOVE BLOCK WALL M 300.0000 1,830.00 0.000 0.00 038 SALVAGE METAL BRIDGE RAILING M 15.0000 13,725.00 2,115.000 31,725.00 039 SALVAGE METAL GIRDERS LS 20,000.0000 20,000.00 1.000 20,000.00 040 RECONSTRUCT CHAIN LINK GATE EA 2,100.0000 2,100.00 1.000 2,100.00 (S) 041 RELOCATE ROADSIDE SIGN EA 100.0000 1,800.00 3.000 300.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 4,380.00 1,066.000 3,198.00 (S) (45 MM MAXIMUM) 043 REMOVE CONCRETE M3 29.4500 13,547.00 2,783.550 81,975.55 044 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 5,530.00 793.000 5,551.00 045 CAP INLET EA 1,200.0000 7,200.00 7.000 8,400.00 046 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 1.000 900,000.00 047 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 048 BRIDGE REMOVAL, LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 049 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000.00 PROGRAM CAS145 PAGE 3 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000.00 051 GEOTEXTILE FABRIC M2 2.0000 2,660.00 2,090.000 4,180.00 052 ROADWAY EXCAVATION M3 8.2500 607,200.00 146,269.000 1,206,719.25 053 ROADWAY EXCAVATION (TYPE Y) M3 9.6500 515,310.00 50,847.000 490,673.55 (AERIALLY DEPOSITED LEAD) 054 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 055 TRENCH EXCAVATION M3 4.5000 12,150.00 2,751.190 12,380.36 (F) 056 TRENCH BACKFILL M3 14.0000 37,800.00 2,751.190 38,516.66 (F) 057 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 7,080.000 162,840.00 (F) 058 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 3,030.000 454,500.00 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.8500 14,322.50 2,085.000 35,132.25 (F) 060 STRUCTURE EXCAVATION (TYPE Y) M3 24.0000 15,360.00 1,379.000 33,096.00 (F) (AERIALLY DEPOSITED LEAD) 061 STRUCTURE BACKFILL (BRIDGE) M3 31.5000 246,330.00 7,820.000 246,330.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 32.2500 40,473.75 2,197.160 70,858.41 (F) 063 STRUCTURE BACKFILL (TYPE Y) M3 49.0000 19,110.00 592.000 29,008.00 (F) (AERIALLY DEPOSITED LEAD) 064 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 14,000.00 171.170 11,981.90 WALL) 065 SAND BACKFILL M3 190.0000 6,650.00 69.970 13,294.30 066 EARTH RETAINING STRUCTURE M2 378.0000 544,320.00 1,440.000 544,320.00 (F) 067 EMBANKMENT M3 7.0000 1,505,000.00 241,404.000 1,689,828.00 068 MULCH M3 26.5000 25,440.00 0.000 0.00 (S) 069 FIBER (EROSION CONTROL) KG 0.4300 1,367.40 1,900.000 817.00 (S) 070 COMPOST (EROSION CONTROL) KG 0.4300 5,848.00 8,008.300 3,443.57 (S) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 1.000 1,000.00 (S) 072 PURE LIVE SEED (EROSION CONTROL) KG 138.0000 19,320.00 96.660 13,339.08 (S) 073 300 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 761.400 114,210.00 (S) POLYETHYLENE PIPE CONDUIT 074 CLASS 4 AGGREGATE SUBBASE M3 100.0000 7,800.00 0.000 0.00 (S) 075 CRUSHED AGGREGATE M3 62.0000 24,800.00 495.000 30,690.00 076 CLASS 2 AGGREGATE BASE M3 74.0000 39,220.00 379.700 28,097.80 PROGRAM CAS145 PAGE 4 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 3 AGGREGATE BASE M3 24.8000 930,000.00 41,031.900 1,017,591.12 078 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 24,221.700 2,325,283.20 079 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 35,263.690 1,704,999.41 080 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 16,000.00 1,715.400 13,723.20 AREA) 081 ASPHALT CONCRETE (TEXTURED PAVING) M2 61.7500 40,137.50 641.000 39,581.75 082 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.8000 5,088.00 1,382.200 6,634.56 083 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.8000 672.00 133.600 641.28 084 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.8000 11,904.00 2,533.600 12,161.28 085 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.8000 912.00 243.700 1,169.76 086 CONCRETE PAVEMENT M3 132.5000 3,524,500.00 27,886.910 3,695,015.58 087 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 91,200.00 1,479.400 236,704.00 088 SEAL PAVEMENT JOINT M 6.2500 314,375.00 37,725.000 235,781.25 089 FURNISH STEEL PILING (HP 360 X 132) M 58.0000 42,050.00 725.000 42,050.00 090 DRIVE STEEL PILE (HP 360 X 132) EA 750.0000 42,000.00 56.000 42,000.00 (S) 091 FURNISH STEEL PILING (HP 360 X 174) M 77.0000 476,784.00 6,192.000 476,784.00 092 DRIVE STEEL PILE (HP 360 X 174) EA 550.0000 176,000.00 320.000 176,000.00 (S) 093 FURNISH PILING (CLASS 625) M 36.0000 73,440.00 2,040.000 73,440.00 094 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 118.000 88,500.00 (S) 095 DRIVE STATE FURNISHED STEEL PIPE PILE EA 15,000.0000 120,000.00 8.000 120,000.00 (S) (1219 MM) 096 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 2,300.0000 1,322,500.00 605.000 1,391,500.00 PILING (1830 MM) 097 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 19.000 1,045,000.00 (S) PILE (1830 MM) 098 DRIVE STATE FURNISHED EA 55,000.0000 935,000.00 16.000 880,000.00 (S) CAST-IN-STEEL-SHELL CONCRETE PILE (1830 MM) 099 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,100.0000 3,676,600.00 1,186.000 3,676,600.00 PILING (2135 MM) 100 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 33.000 1,980,000.00 (S) (2135 MM) 101 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 30.000 1,950,000.00 (S) CAST-IN-STEEL-SHELL CONCRETE PILE (2135 MM) 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 1,200,000.00 1.000 1,200,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 430,500.00 1,435.000 430,500.00 (F) 104 STRUCTURAL CONCRETE, BRIDGE M3 341.0000 12,214,620.00 35,820.000 12,214,620.00 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 354,000.00 1,084.320 433,728.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 133,100.00 605.000 133,100.00 (F) (TYPE N) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 485.0000 760,480.00 2,087.670 1,012,519.95 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 393.050 452,007.50 (F) 109 MINOR CONCRETE (CONCRETE DRAIN) M3 450.0000 6,750.00 27.500 12,375.00 (F) 110 MINOR CONCRETE (BACKFILL) M3 160.0000 11,360.00 74.000 11,840.00 (F) 111 ARCHITECTURAL TREATMENT M2 70.0000 28,000.00 400.000 28,000.00 (F) 112 FRACTURED RIB TEXTURE M2 150.0000 6,750.00 45.000 6,750.00 (F) 113 PTFE SPHERICAL BEARING EA 1,800.0000 97,200.00 54.000 97,200.00 (S) 114 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 69,000.00 69.000 69,000.00 (S) 115 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,300.0000 83,200.00 64.000 83,200.00 (S) 116 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 132,000.00 66.000 132,000.00 (S) 117 JOINT SEAL (MR 50 MM) M 120.0000 27,120.00 226.000 27,120.00 (S) 118 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 7,708,800.00 7,008,000.000 7,708,800.00 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 65,577.50 41,949.000 104,872.50 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 230,788.80 284,720.000 441,316.00 (SF) 121 HEADED BAR REINFORCEMENT EA 28.0000 120,400.00 4,300.000 120,400.00 (SF) 122 ISOLATION CASING KG 7.5000 525,000.00 70,000.000 525,000.00 (SF) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 35,000.00 7,091.000 35,455.00 (F) 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4500 3,150.00 7,091.000 3,190.95 (SF) 125 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 310,964.00 77,741.000 310,964.00 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 77,741.000 27,209.35 (SF) 127 760 MM CAST-IN-DRILLED-HOLE M 700.0000 12,600.00 18.000 12,600.00 (S) CONCRETE PILE (SIGN FOUNDATION) 128 920 MM CAST-IN-DRILLED-HOLE M 825.0000 56,100.00 69.500 57,337.50 (S) CONCRETE PILE (SIGN FOUNDATION) 129 METAL (RAIL MOUNTED SIGN) KG 3.0000 4,200.00 1,400.000 4,200.00 PROGRAM CAS145 PAGE 6 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 ROADSIDE SIGN - ONE POST EA 300.0000 54,000.00 141.000 42,300.00 131 ROADSIDE SIGN - TWO POST EA 1,300.0000 33,800.00 29.000 37,700.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,565.00 20.000 2,700.00 METHOD) 133 INSTALL SIGN OVERLAY M2 250.0000 3,750.00 5.400 1,350.00 134 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 2,125.00 0.000 0.00 135 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 5,460.00 125.100 17,514.00 136 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 280,000.00 1,697.300 271,568.00 137 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 45,600.00 249.900 47,481.00 138 900 MM ALTERNATIVE PIPE CULVERT M 215.0000 34,400.00 161.600 34,744.00 139 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 14,500.00 78.000 19,500.00 140 1200 MM ALTERNATIVE PIPE CULVERT M 290.0000 46,400.00 160.800 46,632.00 141 1350 MM ALTERNATIVE PIPE CULVERT M 335.0000 110,550.00 307.200 102,912.00 142 1800 MM ALTERNATIVE PIPE CULVERT M 440.0000 16,280.00 56.000 24,640.00 143 450 MM REINFORCED CONCRETE PIPE M 160.0000 214,400.00 1,295.500 207,280.00 144 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 859.700 146,149.00 145 750 MM REINFORCED CONCRETE PIPE M 200.0000 19,200.00 83.200 16,640.00 146 1800 MM REINFORCED CONCRETE PIPE M 520.0000 27,560.00 65.800 34,216.00 147 450 MM CORRUGATED STEEL PIPE M 175.0000 16,275.00 169.500 29,662.50 (2.01 MM THICK) 148 100 MM PLASTIC PIPE (EDGE DRAIN) M 26.6500 103,935.00 3,759.000 100,177.35 149 100 MM PLASTIC PIPE M 40.0000 15,200.00 229.500 9,180.00 (EDGE DRAIN OUTLET) 150 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 260.0000 44,200.00 0.000 0.00 151 300 MM DUCTILE IRON PIPE CLASS 52 M 200.0000 22,000.00 93.000 18,600.00 152 450 MM DUCTILE IRON PIPE M 260.0000 12,480.00 0.000 0.00 153 JACKED 750 MM WELDED STEEL PIPE M 1,000.0000 120,000.00 0.000 0.00 (12.70 MM THICK) 154 600 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 155 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 156 1350 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 300 MM GATE VALVE EA 1,250.0000 2,500.00 2.000 2,500.00 158 100 MM IN-LINE BLOWOFF VALVE ASSEMBLY EA 1,250.0000 1,250.00 0.000 0.00 159 WATER QUALITY TREATMENT DEVICE EA 169,600.0000 169,600.00 1.000 169,600.00 160 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 3,750.00 4.120 3,090.00 161 900 MM PRECAST CONCRETE PIPE MANHOLE M 575.0000 13,800.00 27.560 15,847.00 162 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 1,990.000 169,150.00 163 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 2,772.740 526,820.60 164 CONCRETE (CONCRETED-ROCK SLOPE M3 130.0000 81,900.00 483.000 62,790.00 PROTECTION) 165 SLOPE PAVING (LOCATION A) M3 650.0000 126,100.00 194.000 126,100.00 (F) 166 SLOPE PAVING (LOCATION B) M3 800.0000 128,000.00 160.000 128,000.00 (F) 167 ROCK SLOPE PROTECTION FABRIC M 2.0000 5,120.00 1,850.000 3,700.00 168 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 525,950.00 1,551.000 519,585.00 CONSTRUCTION) 169 MINOR CONCRETE (GUTTER DEPRESSION) M3 450.0000 3,150.00 7.000 3,150.00 170 MINOR CONCRETE (GUTTER) M 45.0000 17,415.00 387.000 17,415.00 (F) 171 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 376,200.00 5,811.700 348,702.00 172 MISCELLANEOUS IRON AND STEEL KG 3.5000 134,690.50 37,903.000 132,660.50 (SF) 173 MISCELLANEOUS METAL KG 3.5000 82,600.00 23,600.000 82,600.00 (SF)(RESTRAINER - CABLE TYPE) 174 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 300,000.00 60,000.000 300,000.00 (SF) 175 MISCELLANEOUS METAL KG 5.0000 257,500.00 51,500.000 257,500.00 (SF)(BRIDGE DECK DRAINAGE) 176 CHAIN LINK FENCE (TYPE CL-1.8) M 33.0000 69,201.00 2,877.000 94,941.00 (F) 177 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 335.0000 2,010.00 6.000 2,010.00 (S) 178 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 775.0000 775.00 0.000 0.00 (S) 179 DELINEATOR (CLASS 1) EA 30.0000 3,300.00 110.000 3,300.00 180 OBJECT MARKER (TYPE K-1) EA 30.0000 150.00 5.000 150.00 181 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,500.00 18.000 1,350.00 182 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 77,000.00 1,164.900 89,697.30 (S) 183 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 46.000 12,650.00 PROGRAM CAS145 PAGE 8 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 240.0000 45,840.00 191.000 45,840.00 (SF) 185 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 63,600.00 212.000 63,600.00 (F) 186 CABLE RAILING M 80.0000 3,920.00 24.000 1,920.00 (S) 187 TERMINAL SYSTEM (TYPE ET) EA 2,300.0000 11,500.00 6.000 13,800.00 (S) 188 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 9,000.00 7.000 12,600.00 (S) 189 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 785.0000 785.00 5.000 3,925.00 (S) 190 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 525.0000 1,575.00 1.000 525.00 (S) 191 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 3.000 13,500.00 (S) 192 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 120,000.00 1.000 40,000.00 (S) 193 CONCRETE BARRIER (TYPE 60) M 63.0000 119,700.00 2,353.000 148,239.00 194 CONCRETE BARRIER (TYPE 60A) M 63.0000 39,249.00 623.000 39,249.00 (F) 195 CONCRETE BARRIER (TYPE 60C) M 70.0000 28,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) M 150.0000 25,500.00 170.000 25,500.00 197 CONCRETE BARRIER (TYPE 60D MODIFIED) M 170.0000 49,300.00 290.000 49,300.00 (F) 198 CONCRETE BARRIER (TYPE 60E) M 310.0000 65,100.00 143.000 44,330.00 199 CONCRETE BARRIER (TYPE 732 MODIFIED 1) M 90.0000 54,810.00 609.000 54,810.00 (F) 200 CONCRETE BARRIER (TYPE 732 MODIFIED 2) M 150.0000 94,200.00 628.000 94,200.00 (F) 201 CONCRETE BARRIER M 160.0000 29,920.00 187.000 29,920.00 (F) (TYPE 732B MODIFIED 2) 202 CONCRETE BARRIER M 150.0000 94,200.00 628.000 94,200.00 (F) (TYPE 732 MODIFIED 3) 203 CONCRETE BARRIER (BIKE/PEDESTRIAN RAMP) M 155.0000 63,550.00 431.650 66,905.75 204 CONCRETE BARRIER (TYPE 736A) M 100.0000 45,000.00 402.000 40,200.00 205 BARRIER MOUNTED IRON RAILING M 400.0000 274,800.00 687.000 274,800.00 (SF)(TYPE 2) 206 BARRIER MOUNTED IRON RAILING M 410.0000 257,480.00 628.000 257,480.00 (SF)(TYPE 3) 207 IRON RAILING (BIKE/PEDESTRIAN RAMP) M 490.0000 200,900.00 428.000 209,720.00 (S) 208 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 27,840.00 778.330 24,906.56 (S) 209 THERMOPLASTIC TRAFFIC STRIPE M 0.3500 31,780.00 1,102.400 385.84 (S) (SPRAYABLE) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 15,750.00 28,282.960 19,798.07 (S) PROGRAM CAS145 PAGE 9 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 9,219.00 5,215.200 10,951.92 (S) 212 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,636.00 2,884.120 6,056.65 (S) (BROKEN 3.66 M - 0.92 M) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 132.50 188.000 99.64 (S) (BROKEN 1.83 M - 0.30 M) 214 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 10,918.00 21,889.000 11,601.17 (S) (BROKEN 10.98 M - 3.66 M) 215 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 418.70 2,483.000 1,315.99 (S) (BROKEN 5.18 M - 2.14 M) 216 PAINT TRAFFIC STRIPE (1-COAT) M 0.2700 955.80 0.000 0.00 217 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 2,249.60 7,125.000 2,636.25 (S) 218 PAINT PAVEMENT MARKING (1-COAT) M2 19.0000 1,178.00 0.000 0.00 219 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 6,160.00 235.510 5,181.22 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 13,790.000 19,306.00 (S) 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 8,949.000 28,636.80 (S) 222 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 460.000 40,020.00 (TRENCH IN PAVEMENT) 223 SIGNAL AND LIGHTING (LOCATION 2) LS 91,850.0000 91,850.00 1.000 91,850.00 (S) 224 SIGNAL AND LIGHTING (LOCATION 3) LS 80,245.0000 80,245.00 1.000 80,245.00 (S) 225 LIGHTING (TEMPORARY) LS 29,600.0000 29,600.00 1.000 29,600.00 (S) 226 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 1.000 268,500.00 (S) 227 LIGHTING AND SIGN ILLUMINATION LS 26,800.0000 26,800.00 1.000 26,800.00 (REMOVAL) 228 LIGHTING AND SIGN ILLUMINATION LS 479,000.0000 479,000.00 1.000 479,000.00 (BRIDGE) 229 INTERCONNECTION SYSTEM LS 18,445.0000 18,445.00 1.000 18,445.00 (S) 230 4-103 MM COMMUNICATION CONDUIT M 225.0000 141,750.00 630.000 141,750.00 (BRIDGE) 231 ELECTRIC SERVICE (IRRIGATION) LS 51,500.0000 51,500.00 1.000 51,500.00 232 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 233 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,800.0000 20,800.00 1.000 20,800.00 234 MODIFY LIGHTING AND SIGN ILLUMINATION LS 324,000.0000 324,000.00 1.000 324,000.00 (S) 235 ADJUST POWER POLE TO GRADE EA 5,100.0000 5,100.00 1.000 5,100.00 236 COMMUNICATION PULL BOX EA 715.0000 5,720.00 8.000 5,720.00 237 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 1.000 88,800.00 PROGRAM CAS145 PAGE 10 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 INSTALL SEISMIC MONITORING CASING M 850.0000 41,650.00 54.300 46,155.00 PROGRAM CAS145 PAGE 11 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 02:00 PM ESTIMATE NO. 82 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: ABUMUHOR, ISSAM DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 70,162,694.55 ADJUSTMENT OF COMPENSATION 334,915.55 1,929,566.16 EXTRA WORK 0.00 7,674,065.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 334,915.55 79,766,326.21 239 MOBILIZATION LS 599,004.0000 6,599,004.00 1.000 6,599,004.00 ORIGINAL CONTRACT AMOUNT 73,642,857.90 TOTAL WORK COMPLETED 334,915.55 86,365,330.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -632,312.86 TOTAL 334,915.55 85,733,017.35 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 05/02/02 960 05/06/02 05/17/02 10/30/07 1242 116 249 0 100% 100% ABUMUHOR, ISSAM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/09/11