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 11/20/15 EST. NO. 083 TIME 08:59 AM 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 --------------------------------------------------------------------------- 007 0002 16,623.54 E.W. @ F.A.(+) 120505 N 6376.0 0002-1 -16,623.54 120505 N 6376.0 DAO CORRECTING ENTRY 0003 16,623.54 120505 N 0003 0 0003-1 -16,623.54 120505 N 0003 0 DAO CORRECTING ENTRY 083 0322 2,696.71 A.C. @ F.A.(+) 110506 Y 1984.0 0322-1 -2,696.71 110506 Y 1984.0 DAO CORRECTING ENTRY 0380 2,696.71 110506 Y 0380 0 0380-1 -2,696.71 110506 Y 0380 0 DAO CORRECTING ENTRY 090 0319 45,401.75 E.W. @ F.A.(+) 041505 N 5943.2 0319-1 -45,401.75 041505 N 5943.2 DAO CORRECTING ENTRY 0320 45,401.75 041505 N 0320 0 0320-1 -45,401.75 041505 N 0320 0 DAO CORRECTING ENTRY 161 0001 4,003,800.00 A.C. @ L.S.(+) 111815 N 0001 0 4,003,800.00 TOTAL THIS ESTIMATE 9,603,631.66 TOTAL PREVIOUS ESTIMATE 13,607,431.66 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 11/20/15 EST. NO. 083 TIME 08:59 AM R.E. NAME: ABUMUHOR, ISSAM 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT APPROVED -95,855.48 004 CPM NOT APPROVED 95,855.48 005 AGGREGATE OUT OF SPC -5,198.40 025 AGGREGATE OUTOF SPEC -7,914.46 028 30 DAYS@$12,900/DAY -387,000.00 070 30 DAYS @12900/DAY 387,000.00 071 LIQ DAMAGES 48 DAYS -619,200.00 076 SOLID WASTE FORM -10,000.00 076 TEMPORARY ITEM ADJUS -390,000.00 076 SOLID WASTE FORM 10,000.00 077 TEMPORARY ITEM ADJ 390,000.00 077 LIQ DAMAGES 48 DAYS 619,200.00 083 619,200.00 -13,112.86 EQUAL EMPLOYMENT OPPORTUNITY FHWA #1391 -10,000.00 047 FHWA #1391 10,000.00 048 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS JUN -10,000.00 002 UNITED -10,000.00 003 VAR PRS JUN 10,000.00 003 STATEWIDE,STRNDHL UN -10,000.00 004 UNITED 10,000.00 004 STATEWIDE,STRNDHL UN 10,000.00 005 VAR PAYROLLS I -10,000.00 005 VAR PAYROLL I 10,000.00 006 A.M.CONCRETE -10,000.00 007 PAYROLLS DEC -10,000.00 009 PAYROLLS JAN -10,000.00 010 A.M. CONCRETE 10,000.00 013 PAYROLLS JAN 10,000.00 013 PAYROLLS MARCH -10,000.00 013 KEY CONCRETE -10,000.00 014 PAYROLLS DEC 10,000.00 015 PAYROLLS JUNE -10,000.00 016 PAYROLLS JUNE 10,000.00 017 KEY CONCRETE 10,000.00 018 PAYROLLS 10,000.00 018 OCTOBER PAYROLL -10,000.00 021 NOVEMBER PAYROLL -10,000.00 022 DEC -10,000.00 023 NOVEMBER PAYROLL 10,000.00 023 OCTOBER PAYROLL 10,000.00 023 JAN PAYROLLS -10,000.00 024 FEB PAYROLLS -10,000.00 025 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 11/20/15 EST. NO. 083 TIME 08:59 AM R.E. NAME: ABUMUHOR, ISSAM 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MARCH -10,000.00 027 APRIL -10,000.00 028 MARCH 10,000.00 028 APRIL 10,000.00 030 MAY -10,000.00 030 JUNE -10,000.00 031 JULY -10,000.00 032 AUGUST -10,000.00 033 DEC, JAN, FEB 30,000.00 033 MAY, JUN, JUL 30,000.00 033 SEPT -10,000.00 034 AUGUST 10,000.00 035 SEPT 10,000.00 035 NOV2 -10,000.00 037 DEC. -10,000.00 038 JAN 05 -10,000.00 039 NOV2 & DEC 20,000.00 039 JAN 05 10,000.00 040 JUNE 05 -10,000.00 044 JULY -10,000.00 046 AUG -10,000.00 047 JULY 10,000.00 047 JUNE 05 10,000.00 047 AUG 10,000.00 048 DEC 05 -10,000.00 050 DEC 05 -10,000.00 051 DEC 05 10,000.00 052 DEC 05 10,000.00 052 JUNE 06 -10,000.00 058 JULY 06 -10,000.00 059 AUGUST 06 -10,000.00 060 JULY 06 10,000.00 062 SEPT 06 -10,000.00 062 AUGUST 06 10,000.00 063 SEPT 06 10,000.00 063 JUNE 06 10,000.00 065 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE -10,000.00 076 DVBE 10,000.00 078 0.00 0.00 TOTAL DEDUCTIONS 619,200.00 -13,112.86 PROGRAM CAS145 PAGE 1 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 1.000 15,000 002 TIME-RELATED OVERHEAD WDAY 4,735.0000 4,545,600.00 1,209.000 5,724,615 003 BAT HOUSE EA 300.0000 30,000.00 0.000 0 (S) 004 TEMPORARY FENCE M 20.0000 25,400.00 1,360.000 27,200 005 TEMPORARY FISH CULVERTS LS 400,000.0000 400,000.00 1.000 400,000 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 420,000.0000 420,000.00 1.000 420,000 008 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000 (S) 009 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 1.000 205,000 (S) 010 TYPE III BARRICADE EA 75.0000 9,000.00 127.000 9,525 (S) 011 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 292.020 6,424 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 86,250.000 27,600 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 1,000.000 35,000 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 920.00 0.000 0 (S) (LEFT IN PLACE) 015 TEMPORARY RAILING (TYPE K) M 34.5000 831,450.00 31,526.900 1,087,678 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 210.0000 138,600.00 577.000 121,170 (S) 017 ABANDON CULVERT EA 3,000.0000 6,000.00 1.000 3,000 018 ABANDON INLET EA 1,000.0000 7,000.00 6.000 6,000 019 ABANDON PIPELINE EA 2,600.0000 23,400.00 9.000 23,400 020 OBLITERATE SURFACING M2 1.8500 32,745.00 14,284.000 26,425 021 REMOVE CHAIN LINK FENCE M 7.0000 14,140.00 3,512.000 24,584 022 REMOVE METAL BEAM GUARD RAILING M 16.5000 15,345.00 1,327.900 21,910 PROGRAM CAS145 PAGE 2 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 200.0000 1,000.00 1.000 200 024 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 10,780.00 40,884.000 57,237 025 REMOVE PAVEMENT MARKING M2 17.0000 1,190.00 143.560 2,440 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 58,520.00 5,393.000 7,550 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 16,226.00 6,405.000 12,169 STRIPE 028 REMOVE PAVEMENT MARKER EA 0.5300 5,724.00 9,632.000 5,104 029 REMOVE ROADSIDE SIGN EA 115.0000 10,925.00 126.000 14,490 030 REMOVE SIGN STRUCTURE EA 2,600.0000 31,200.00 13.000 33,800 031 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 14.500 8,700 032 REMOVE CULVERT EA 1,800.0000 16,200.00 7.000 12,600 033 REMOVE PIPE M 50.0000 4,600.00 265.200 13,260 034 REMOVE INLET EA 750.0000 3,750.00 9.000 6,750 035 REMOVE RETAINING WALL M3 60.0000 10,800.00 133.000 7,980 036 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 86,797.000 329,828 037 REMOVE BLOCK WALL M 300.0000 1,830.00 0.000 0 038 SALVAGE METAL BRIDGE RAILING M 15.0000 13,725.00 2,115.000 31,725 039 SALVAGE METAL GIRDERS LS 20,000.0000 20,000.00 1.000 20,000 040 RECONSTRUCT CHAIN LINK GATE EA 2,100.0000 2,100.00 1.000 2,100 (S) 041 RELOCATE ROADSIDE SIGN EA 100.0000 1,800.00 3.000 300 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 4,380.00 1,066.000 3,198 (S) (45 MM MAXIMUM) 043 REMOVE CONCRETE M3 29.4500 13,547.00 2,783.550 81,975 044 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 5,530.00 793.000 5,551 045 CAP INLET EA 1,200.0000 7,200.00 7.000 8,400 046 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 1.000 900,000 047 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000 048 BRIDGE REMOVAL, LOCATION C LS 70,000.0000 70,000.00 1.000 70,000 049 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 3 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 051 GEOTEXTILE FABRIC M2 2.0000 2,660.00 2,090.000 4,180 052 ROADWAY EXCAVATION M3 8.2500 607,200.00 146,269.000 1,206,719 053 ROADWAY EXCAVATION (TYPE Y) M3 9.6500 515,310.00 50,847.000 490,673 (AERIALLY DEPOSITED LEAD) 054 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 055 TRENCH EXCAVATION M3 4.5000 12,150.00 2,751.190 12,380 (F) 056 TRENCH BACKFILL M3 14.0000 37,800.00 2,751.190 38,516 (F) 057 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 7,080.000 162,840 (F) 058 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 3,030.000 454,500 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.8500 14,322.50 2,085.000 35,132 (F) 060 STRUCTURE EXCAVATION (TYPE Y) M3 24.0000 15,360.00 1,379.000 33,096 (F) (AERIALLY DEPOSITED LEAD) 061 STRUCTURE BACKFILL (BRIDGE) M3 31.5000 246,330.00 7,820.000 246,330 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 32.2500 40,473.75 2,197.160 70,858 (F) 063 STRUCTURE BACKFILL (TYPE Y) M3 49.0000 19,110.00 592.000 29,008 (F) (AERIALLY DEPOSITED LEAD) 064 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 14,000.00 171.170 11,981 WALL) 065 SAND BACKFILL M3 190.0000 6,650.00 69.970 13,294 066 EARTH RETAINING STRUCTURE M2 378.0000 544,320.00 1,440.000 544,320 (F) 067 EMBANKMENT M3 7.0000 1,505,000.00 241,404.000 1,689,828 068 MULCH M3 26.5000 25,440.00 0.000 0 (S) 069 FIBER (EROSION CONTROL) KG 0.4300 1,367.40 1,900.000 817 (S) 070 COMPOST (EROSION CONTROL) KG 0.4300 5,848.00 8,008.300 3,443 (S) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 1.000 1,000 (S) 072 PURE LIVE SEED (EROSION CONTROL) KG 138.0000 19,320.00 96.660 13,339 (S) 073 300 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 761.400 114,210 (S) POLYETHYLENE PIPE CONDUIT 074 CLASS 4 AGGREGATE SUBBASE M3 100.0000 7,800.00 0.000 0 (S) 075 CRUSHED AGGREGATE M3 62.0000 24,800.00 495.000 30,690 076 CLASS 2 AGGREGATE BASE M3 74.0000 39,220.00 379.700 28,097 PROGRAM CAS145 PAGE 4 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 3 AGGREGATE BASE M3 24.8000 930,000.00 41,031.900 1,017,591 078 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 24,221.700 2,325,283 079 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 35,263.690 1,704,999 080 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 16,000.00 1,715.400 13,723 AREA) 081 ASPHALT CONCRETE (TEXTURED PAVING) M2 61.7500 40,137.50 641.000 39,581 082 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.8000 5,088.00 1,382.200 6,634 083 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.8000 672.00 133.600 641 084 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.8000 11,904.00 2,533.600 12,161 085 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.8000 912.00 243.700 1,169 086 CONCRETE PAVEMENT M3 132.5000 3,524,500.00 27,886.910 3,695,015 087 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 91,200.00 1,479.400 236,704 088 SEAL PAVEMENT JOINT M 6.2500 314,375.00 37,725.000 235,781 089 FURNISH STEEL PILING (HP 360 X 132) M 58.0000 42,050.00 725.000 42,050 090 DRIVE STEEL PILE (HP 360 X 132) EA 750.0000 42,000.00 56.000 42,000 (S) 091 FURNISH STEEL PILING (HP 360 X 174) M 77.0000 476,784.00 6,192.000 476,784 092 DRIVE STEEL PILE (HP 360 X 174) EA 550.0000 176,000.00 320.000 176,000 (S) 093 FURNISH PILING (CLASS 625) M 36.0000 73,440.00 2,040.000 73,440 094 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 118.000 88,500 (S) 095 DRIVE STATE FURNISHED STEEL PIPE PILE EA 15,000.0000 120,000.00 8.000 120,000 (S) (1219 MM) 096 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 2,300.0000 1,322,500.00 605.000 1,391,500 PILING (1830 MM) 097 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 19.000 1,045,000 (S) PILE (1830 MM) 098 DRIVE STATE FURNISHED EA 55,000.0000 935,000.00 16.000 880,000 (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 PILING (2135 MM) 100 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 33.000 1,980,000 (S) (2135 MM) 101 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 30.000 1,950,000 (S) CAST-IN-STEEL-SHELL CONCRETE PILE (2135 MM) 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 (S) PROGRAM CAS145 PAGE 5 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 430,500.00 1,435.000 430,500 (F) 104 STRUCTURAL CONCRETE, BRIDGE M3 341.0000 12,214,620.00 35,820.000 12,214,620 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 354,000.00 1,084.320 433,728 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 133,100.00 605.000 133,100 (F) (TYPE N) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 485.0000 760,480.00 2,087.670 1,012,519 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 393.050 452,007 (F) 109 MINOR CONCRETE (CONCRETE DRAIN) M3 450.0000 6,750.00 27.500 12,375 (F) 110 MINOR CONCRETE (BACKFILL) M3 160.0000 11,360.00 74.000 11,840 (F) 111 ARCHITECTURAL TREATMENT M2 70.0000 28,000.00 400.000 28,000 (F) 112 FRACTURED RIB TEXTURE M2 150.0000 6,750.00 45.000 6,750 (F) 113 PTFE SPHERICAL BEARING EA 1,800.0000 97,200.00 54.000 97,200 (S) 114 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 69,000.00 69.000 69,000 (S) 115 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,300.0000 83,200.00 64.000 83,200 (S) 116 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 132,000.00 66.000 132,000 (S) 117 JOINT SEAL (MR 50 MM) M 120.0000 27,120.00 226.000 27,120 (S) 118 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 7,708,800.00 7,008,000.000 7,708,800 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 65,577.50 41,949.000 104,872 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 230,788.80 284,720.000 441,316 (SF) 121 HEADED BAR REINFORCEMENT EA 28.0000 120,400.00 4,300.000 120,400 (SF) 122 ISOLATION CASING KG 7.5000 525,000.00 70,000.000 525,000 (SF) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 35,000.00 7,091.000 35,455 (F) 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4500 3,150.00 7,091.000 3,190 (SF) 125 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 310,964.00 77,741.000 310,964 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 77,741.000 27,209 (SF) 127 760 MM CAST-IN-DRILLED-HOLE M 700.0000 12,600.00 18.000 12,600 (S) CONCRETE PILE (SIGN FOUNDATION) 128 920 MM CAST-IN-DRILLED-HOLE M 825.0000 56,100.00 69.500 57,337 (S) CONCRETE PILE (SIGN FOUNDATION) 129 METAL (RAIL MOUNTED SIGN) KG 3.0000 4,200.00 1,400.000 4,200 PROGRAM CAS145 PAGE 6 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 ROADSIDE SIGN - ONE POST EA 300.0000 54,000.00 141.000 42,300 131 ROADSIDE SIGN - TWO POST EA 1,300.0000 33,800.00 29.000 37,700 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,565.00 20.000 2,700 METHOD) 133 INSTALL SIGN OVERLAY M2 250.0000 3,750.00 5.400 1,350 134 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 2,125.00 0.000 0 135 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 5,460.00 125.100 17,514 136 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 280,000.00 1,697.300 271,568 137 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 45,600.00 249.900 47,481 138 900 MM ALTERNATIVE PIPE CULVERT M 215.0000 34,400.00 161.600 34,744 139 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 14,500.00 78.000 19,500 140 1200 MM ALTERNATIVE PIPE CULVERT M 290.0000 46,400.00 160.800 46,632 141 1350 MM ALTERNATIVE PIPE CULVERT M 335.0000 110,550.00 307.200 102,912 142 1800 MM ALTERNATIVE PIPE CULVERT M 440.0000 16,280.00 56.000 24,640 143 450 MM REINFORCED CONCRETE PIPE M 160.0000 214,400.00 1,295.500 207,280 144 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 859.700 146,149 145 750 MM REINFORCED CONCRETE PIPE M 200.0000 19,200.00 83.200 16,640 146 1800 MM REINFORCED CONCRETE PIPE M 520.0000 27,560.00 65.800 34,216 147 450 MM CORRUGATED STEEL PIPE M 175.0000 16,275.00 169.500 29,662 (2.01 MM THICK) 148 100 MM PLASTIC PIPE (EDGE DRAIN) M 26.6500 103,935.00 3,759.000 100,177 149 100 MM PLASTIC PIPE M 40.0000 15,200.00 229.500 9,180 (EDGE DRAIN OUTLET) 150 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 260.0000 44,200.00 0.000 0 151 300 MM DUCTILE IRON PIPE CLASS 52 M 200.0000 22,000.00 93.000 18,600 152 450 MM DUCTILE IRON PIPE M 260.0000 12,480.00 0.000 0 153 JACKED 750 MM WELDED STEEL PIPE M 1,000.0000 120,000.00 0.000 0 (12.70 MM THICK) 154 600 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0 155 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600 156 1350 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 300 MM GATE VALVE EA 1,250.0000 2,500.00 2.000 2,500 158 100 MM IN-LINE BLOWOFF VALVE ASSEMBLY EA 1,250.0000 1,250.00 0.000 0 159 WATER QUALITY TREATMENT DEVICE EA 169,600.0000 169,600.00 1.000 169,600 160 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 3,750.00 4.120 3,090 161 900 MM PRECAST CONCRETE PIPE MANHOLE M 575.0000 13,800.00 27.560 15,847 162 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 1,990.000 169,150 163 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 2,772.740 526,820 164 CONCRETE (CONCRETED-ROCK SLOPE M3 130.0000 81,900.00 483.000 62,790 PROTECTION) 165 SLOPE PAVING (LOCATION A) M3 650.0000 126,100.00 194.000 126,100 (F) 166 SLOPE PAVING (LOCATION B) M3 800.0000 128,000.00 160.000 128,000 (F) 167 ROCK SLOPE PROTECTION FABRIC M 2.0000 5,120.00 1,850.000 3,700 168 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 525,950.00 1,551.000 519,585 CONSTRUCTION) 169 MINOR CONCRETE (GUTTER DEPRESSION) M3 450.0000 3,150.00 7.000 3,150 170 MINOR CONCRETE (GUTTER) M 45.0000 17,415.00 387.000 17,415 (F) 171 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 376,200.00 5,811.700 348,702 172 MISCELLANEOUS IRON AND STEEL KG 3.5000 134,690.50 37,903.000 132,660 (SF) 173 MISCELLANEOUS METAL KG 3.5000 82,600.00 23,600.000 82,600 (SF)(RESTRAINER - CABLE TYPE) 174 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 300,000.00 60,000.000 300,000 (SF) 175 MISCELLANEOUS METAL KG 5.0000 257,500.00 51,500.000 257,500 (SF)(BRIDGE DECK DRAINAGE) 176 CHAIN LINK FENCE (TYPE CL-1.8) M 33.0000 69,201.00 2,877.000 94,941 (F) 177 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 335.0000 2,010.00 6.000 2,010 (S) 178 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 775.0000 775.00 0.000 0 (S) 179 DELINEATOR (CLASS 1) EA 30.0000 3,300.00 110.000 3,300 180 OBJECT MARKER (TYPE K-1) EA 30.0000 150.00 5.000 150 181 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,500.00 18.000 1,350 182 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 77,000.00 1,164.900 89,697 (S) 183 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 46.000 12,650 PROGRAM CAS145 PAGE 8 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 240.0000 45,840.00 191.000 45,840 (SF) 185 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 63,600.00 212.000 63,600 (F) 186 CABLE RAILING M 80.0000 3,920.00 24.000 1,920 (S) 187 TERMINAL SYSTEM (TYPE ET) EA 2,300.0000 11,500.00 6.000 13,800 (S) 188 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 9,000.00 7.000 12,600 (S) 189 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 785.0000 785.00 5.000 3,925 (S) 190 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 525.0000 1,575.00 1.000 525 (S) 191 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 3.000 13,500 (S) 192 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 120,000.00 1.000 40,000 (S) 193 CONCRETE BARRIER (TYPE 60) M 63.0000 119,700.00 2,353.000 148,239 194 CONCRETE BARRIER (TYPE 60A) M 63.0000 39,249.00 623.000 39,249 (F) 195 CONCRETE BARRIER (TYPE 60C) M 70.0000 28,000.00 0.000 0 196 CONCRETE BARRIER (TYPE 60D) M 150.0000 25,500.00 170.000 25,500 197 CONCRETE BARRIER (TYPE 60D MODIFIED) M 170.0000 49,300.00 290.000 49,300 (F) 198 CONCRETE BARRIER (TYPE 60E) M 310.0000 65,100.00 143.000 44,330 199 CONCRETE BARRIER (TYPE 732 MODIFIED 1) M 90.0000 54,810.00 609.000 54,810 (F) 200 CONCRETE BARRIER (TYPE 732 MODIFIED 2) M 150.0000 94,200.00 628.000 94,200 (F) 201 CONCRETE BARRIER M 160.0000 29,920.00 187.000 29,920 (F) (TYPE 732B MODIFIED 2) 202 CONCRETE BARRIER M 150.0000 94,200.00 628.000 94,200 (F) (TYPE 732 MODIFIED 3) 203 CONCRETE BARRIER (BIKE/PEDESTRIAN RAMP) M 155.0000 63,550.00 431.650 66,905 204 CONCRETE BARRIER (TYPE 736A) M 100.0000 45,000.00 402.000 40,200 205 BARRIER MOUNTED IRON RAILING M 400.0000 274,800.00 687.000 274,800 (SF)(TYPE 2) 206 BARRIER MOUNTED IRON RAILING M 410.0000 257,480.00 628.000 257,480 (SF)(TYPE 3) 207 IRON RAILING (BIKE/PEDESTRIAN RAMP) M 490.0000 200,900.00 428.000 209,720 (S) 208 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 27,840.00 778.330 24,906 (S) 209 THERMOPLASTIC TRAFFIC STRIPE M 0.3500 31,780.00 1,102.400 385 (S) (SPRAYABLE) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 15,750.00 28,282.960 19,798 (S) PROGRAM CAS145 PAGE 9 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 9,219.00 5,215.200 10,951 (S) 212 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,636.00 2,884.120 6,056 (S) (BROKEN 3.66 M - 0.92 M) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 132.50 188.000 99 (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 (S) (BROKEN 10.98 M - 3.66 M) 215 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 418.70 2,483.000 1,315 (S) (BROKEN 5.18 M - 2.14 M) 216 PAINT TRAFFIC STRIPE (1-COAT) M 0.2700 955.80 0.000 0 217 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 2,249.60 7,125.000 2,636 (S) 218 PAINT PAVEMENT MARKING (1-COAT) M2 19.0000 1,178.00 0.000 0 219 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 6,160.00 235.510 5,181 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 13,790.000 19,306 (S) 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 8,949.000 28,636 (S) 222 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 460.000 40,020 (TRENCH IN PAVEMENT) 223 SIGNAL AND LIGHTING (LOCATION 2) LS 91,850.0000 91,850.00 1.000 91,850 (S) 224 SIGNAL AND LIGHTING (LOCATION 3) LS 80,245.0000 80,245.00 1.000 80,245 (S) 225 LIGHTING (TEMPORARY) LS 29,600.0000 29,600.00 1.000 29,600 (S) 226 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 1.000 268,500 (S) 227 LIGHTING AND SIGN ILLUMINATION LS 26,800.0000 26,800.00 1.000 26,800 (REMOVAL) 228 LIGHTING AND SIGN ILLUMINATION LS 479,000.0000 479,000.00 1.000 479,000 (BRIDGE) 229 INTERCONNECTION SYSTEM LS 18,445.0000 18,445.00 1.000 18,445 (S) 230 4-103 MM COMMUNICATION CONDUIT M 225.0000 141,750.00 630.000 141,750 (BRIDGE) 231 ELECTRIC SERVICE (IRRIGATION) LS 51,500.0000 51,500.00 1.000 51,500 232 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 (S) 233 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,800.0000 20,800.00 1.000 20,800 234 MODIFY LIGHTING AND SIGN ILLUMINATION LS 324,000.0000 324,000.00 1.000 324,000 (S) 235 ADJUST POWER POLE TO GRADE EA 5,100.0000 5,100.00 1.000 5,100 236 COMMUNICATION PULL BOX EA 715.0000 5,720.00 8.000 5,720 237 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 1.000 88,800 PROGRAM CAS145 PAGE 10 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 INSTALL SEISMIC MONITORING CASING M 850.0000 41,650.00 54.300 46,155 PROGRAM CAS145 PAGE 11 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 08:59 AM ESTIMATE NO. 083 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 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 70,162,694.55 ADJUSTMENT OF COMPENSATION 4,003,800.00 5,933,366.16 EXTRA WORK 0.00 7,674,065.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,003,800.00 83,770,126.21 239 MOBILIZATION LS 6,599,004.0000 6,599,004.00 1.000 6,599,004 ORIGINAL CONTRACT AMOUNT 73,642,857.90 TOTAL WORK COMPLETED 4,003,800.00 90,369,130.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 619,200.00 -13,112.86 TOTAL 4,623,000.00 90,356,017.35 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 116 297 0 100% 100% ABUMUHOR, ISSAM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/15