PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/16/11 EST. NO.69 TIME 09:29 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/16/11 EST. NO.69 TIME 09:29 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPEN. LANE CLO -174,800.00 07 CIDH ABUT 1 & 6 -1,056.00 08 CLEANNES VALUE -1,800.00 08 CLASS II -450.00 09 OUT-OF-SPEC PCC -1,623.80 12 OUT-OF-SPEC CIDH -1,200.00 12 LAKE HODGES STAGE 1 -5,006.00 15 OUT-OF-SPEC CONC -53.64 15 LK HDGS PILE 4 LIFT -9,490.00 16 7 HRS RESTAK RAMPS -2,450.00 16 LATE OPEN. LANE CLO 174,800.00 17 GREEN VALLEY PILE -823.00 18 LATE REOPN. OF CLOS. -15,200.00 18 RESTAKE GREEN VALLEY -1,800.00 18 NOPC 6 SETTLEMENT -80,000.00 19 PIER 3 RT GV BRIDGE -400.00 19 RE-STAKING -3,150.00 19 CLEANNESS VALUE -1,308.96 20 CL II OUT-OF-SPEC -2,400.00 21 PIER 3 CIDH PILE -1,048.82 21 SURVEY RESTAKING -3,400.00 21 SURVEY RESTAKING -700.00 24 AC REL. COMPACTION -9,178.29 26 ARB REL COMPACTION -347.22 26 RESTAKING HV, DS 25A -3,060.00 28 SURVEY RESTAKING -5,440.00 30 SURVEY RE-STAKING -1,400.00 31 CIDH PILES L.HODGES -29,469.00 32 CIDH PILES 3MX2L -2,144.00 33 CIDH PILES LAKE HODG -10,296.00 43 OUT-OF-CC CLEANNESS -268.20 44 CLOSURE POUR -4,125.00 45 DUENDA CLOS. POUR -4,125.00 46 CIDH PILES LK HODGES -1,144.00 47 DUENDA CORRECTION 4,125.00 47 OUT-OF-SPEC CONCRETE -991.44 47 AC COMP -15,185.19 48 CLASS 2 -16,780.92 48 PCC -25,765.56 48 AC RELATIVE COMPACT. 5,889.93 49 AC CORR FROM EST. 49 -5,889.93 52 AC REL COMPACTION -5,889.93 52 AC COMPACTION -11.82 53 AC OIL & STAB. VIOL. -8,910.00 66 AC 27,769.44 67 0.00 -245,997.35 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 12 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 12/16/11 EST. NO.69 TIME 09:29 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DOCS RECD 10,000.00 15 O/S DOCS -10,000.00 25 DOCS RECEIVED 10,000.00 26 O/S DOCS -10,000.00 38 DOCS RECD 10,000.00 45 O/S DOCS -10,000.00 51 DOCS RECD 10,000.00 59 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 O/S PRS DEC -10,000.00 05 O/S PRS JAN -10,000.00 06 PRW RECD DEC 10,000.00 06 O/S PRS FEB -10,000.00 07 O/S PRS MARCH -10,000.00 08 O/S PRS APRIL -10,000.00 09 O/S PRS MAY -10,000.00 10 PRS RECD OCT 10,000.00 10 PRS RECD NOV 10,000.00 10 PRS RECD JAN 10,000.00 10 O/S PRS JUNE -10,000.00 11 PRS RECD FEB 10,000.00 11 O/S PRS JULY -10,000.00 12 O/S PRS AUG -10,000.00 13 O/S PRS SEPT -10,000.00 14 PRS RECD APRIL 10,000.00 14 PRS RECD MARCH 10,000.00 14 PRS RECD MAY 10,000.00 14 PRS RECD AUG 10,000.00 14 O/S PRS OCT -10,000.00 15 O/S PRS NOV -10,000.00 16 PRS RECD JULY 05 10,000.00 16 O/S PRS DEC -10,000.00 17 O/S PRS JAN -10,000.00 18 PRS RECD DEC 10,000.00 19 PRS RECD OCT 10,000.00 19 PRS RECD JUNE 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS MARCH 06 -10,000.00 20 PRS RECD NOV 05 10,000.00 20 O/S PRS APRIL -10,000.00 21 O/S PRS MAY 06 -10,000.00 22 PRS RECD AUG 05 10,000.00 22 PRS RECD MARCH 06 10,000.00 22 O/S PRS JUNE 06 -10,000.00 24 PRS RECD JAN 10,000.00 24 O/S PRS JULY 06 -10,000.00 25 PRS AUG 05 ADJUST. -10,000.00 25 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 12/16/11 EST. NO.69 TIME 09:29 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APRIL 06 10,000.00 25 O/S PRS AUG -10,000.00 26 O/S PRS SEPT -10,000.00 28 O/S PRS OCT -10,000.00 29 O/S PRS NOV 06 -10,000.00 30 PRS RECD JULY 06 10,000.00 30 O/S PRS DEC -10,000.00 31 PRS RECD MAY 10,000.00 31 O/S PRS JAN 07 -10,000.00 32 O/S PRS FEB 07 -10,000.00 33 PRS RECD AUG 06 10,000.00 33 O/S PRS MAR 07 -10,000.00 34 O/S PRS APRIL 07 -10,000.00 35 O/S PRS MAY -10,000.00 36 PRS RECD JAN 07 10,000.00 36 PRS RECD MARCH 07 10,000.00 36 O/S PRS JUNE 07 -10,000.00 37 PRS RECD APRIL 07 10,000.00 37 O/S PRS JULY 07 -10,000.00 38 PRS RECD OCT 06 10,000.00 38 O/S PRS AUG -10,000.00 39 O/S PRS SEPT 07 -10,000.00 40 PRS RECD FEB 07 10,000.00 40 PRS RECD JULY 07 10,000.00 40 O/S PRS OCT -10,000.00 41 O/S PRS NOV -10,000.00 42 O/S PRS DEC -10,000.00 43 O/S PRS JAN -10,000.00 44 PRS RECD SEPT 06 10,000.00 44 PRS RECD NOV 06 10,000.00 44 PRS RECD JUNE 06 10,000.00 44 O/S PRS FEB 08 -10,000.00 45 O/S PRS MARCH 08 -10,000.00 46 PRS RECD JUNE 07 10,000.00 46 PRS RECD AUG 07 10,000.00 46 PRS RECD SEPT 07 10,000.00 46 PRS RECD DEC 06 10,000.00 46 O/S PRS APR 08 -10,000.00 47 PRS RECD FEB 08 10,000.00 47 PRS RECD NOV 07 10,000.00 47 PRS RECD OCT 07 10,000.00 47 O/S PRS MAY 08 -10,000.00 48 O/S PRS JUNE 08 -10,000.00 49 PRS RECD JAN 08 10,000.00 49 PRS RECD MARCH 08 10,000.00 49 O/S PRS JULY -10,000.00 51 O/S PRS AUG 08 -10,000.00 52 PRS RECD MAY 08 10,000.00 52 PRS RECD JUNE 08 10,000.00 53 O/S PRS OCT -10,000.00 54 PRS RECD DEC 07 10,000.00 55 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 4 DATE 12/16/11 EST. NO.69 TIME 09:29 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD JULY 08 10,000.00 55 PRS RECD AUG 08 10,000.00 55 PRS RECD MAY 07 10,000.00 57 PRS RECD APR 08 10,000.00 57 O/S PRS FEB 09 -1,000.00 58 PRTL PRS RECD OCT 08 5,000.00 58 PRS RECD FEB 1,000.00 59 PRS RECD OCT 5,000.00 61 O/S PRS OCT 09 -1,000.00 65 PRS RECD OCT 09 1,000.00 66 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 254 -2,372.00 06 OVERBID ITEM NO. 254 -1,186.00 10 OVERBID ITEM NO. 254 -948.80 17 OVERBID ITEM NO. 254 -237.20 29 OVERBID ITEM NO. 254 4,744.00 66 0.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403 -10,000.00 66 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -255,997.35 PROGRAM CAS145 PAGE 1 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 LOCATION FINAL ESTIMATE 11-SD-15-M24.0/M26.5 -------------- FCI CONSTRUCTORS/ IN SAN DIEGO COUNTY IN SAN DIEGO BALFOUR BEATTY, A JV FROM 0.5 KM NORTH OF RANCHO DALE NELSON BERNARDO ROAD UNDERCROSSING TO 0.7 2585 BUSINESS PARK WAY KM SOUTH OF VIA RANCHO PARKWAY VISTA CA 92081 OVERCROSSING FED. AID NO. ACIM-015 -4(196)24N CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 1.000 20,000.00 002 TIME-RELATED OVERHEAD DAY 6,420.0000 4,494,000.00 700.000 4,494,000.00 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 40,650.00 981.000 14,715.00 004 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 1.000 30,000.00 005 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 135,000.0000 135,000.00 1.000 135,000.00 007 SWEEPER EA 144,000.0000 288,000.00 2.000 288,000.00 (S) 008 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 4.037 16,148.00 (S) 009 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.794 25,146.00 (S) 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 28.000 61,600.00 011 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 5,000.0000 65,000.00 16.330 81,650.00 012 TEMPORARY CHECK DAM (TYPE 1) M 100.0000 10,000.00 126.960 12,696.00 013 MOVE-IN/MOVE-OUT EA 1,000.0000 6,000.00 5.000 5,000.00 (S) (TEMPORARY EROSION CONTROL) 014 TEMPORARY CHECK DAM (TYPE 2) M 80.0000 9,600.00 182.400 14,592.00 015 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 12,060.00 45.000 8,100.00 (TYPE 3A) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 39,000.00 27.000 16,200.00 (TYPE 3B) 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 018 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 019 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000.00 (S) 020 TYPE III BARRICADE EA 130.0000 390.00 9.000 1,170.00 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,155.00 13,027.000 6,513.50 (S) 022 TEMPORARY PAVEMENT MARKER EA 3.0000 2,640.00 118.000 354.00 (S) PROGRAM CAS145 PAGE 2 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 5,850.00 0.000 0.00 (S) 024 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 240,000.00 16.000 240,000.00 (S) 025 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 29,001.400 638,030.80 (S) 026 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 287.000 10,045.00 (S) 027 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 366.000 65,880.00 (S) 028 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 9.000 63,000.00 (S) 029 ABANDON CULVERT EA 1,200.0000 28,800.00 24.000 28,800.00 030 ABANDON INLET EA 800.0000 4,000.00 5.000 4,000.00 031 ABANDON IRRIGATION CROSSOVER EA 250.0000 5,500.00 0.000 0.00 032 REMOVE CHAIN LINK FENCE M 15.0000 24,750.00 1,374.090 20,611.35 033 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 884.910 18,583.11 034 REMOVE SINGLE THRIE BEAM BARRIER M 23.0000 50,600.00 2,035.450 46,815.35 035 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 33,750.00 1,700.390 42,509.75 036 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 23,760.00 0.000 0.00 (S) 037 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 4.0000 106,400.00 10,081.368 40,325.47 (S) MARKING 038 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 17.000 4,250.00 039 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 12.000 36,000.00 040 REMOVE CULVERT M 100.0000 22,000.00 144.460 14,446.00 041 REMOVE 300 MM ASBESTOS CEMENT PIPE EA 1,400.0000 7,000.00 4.000 5,600.00 WATERLINE 042 REMOVE INLET EA 1,000.0000 12,000.00 5.000 5,000.00 043 RESET ROADSIDE SIGN EA 400.0000 20,000.00 38.500 15,400.00 044 RELOCATE ROADSIDE SIGN EA 400.0000 4,000.00 6.000 2,400.00 045 RELOCATE SIGN STRUCTURE EA 7,000.0000 35,000.00 0.000 0.00 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 13,800.00 2,218.760 22,187.60 (S) 047 REMOVE CONCRETE M3 55.0000 39,050.00 428.230 23,552.65 048 REMOVE CONCRETE BARRIER M 30.0000 7,200.00 0.000 0.00 049 CAP INLET EA 1,000.0000 4,000.00 5.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CAP RISER EA 1,000.0000 3,000.00 3.000 3,000.00 051 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 1.000 110,000.00 052 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 1.000 600,000.00 053 BRIDGE REMOVAL, LOCATION C LS 190,000.0000 190,000.00 1.000 190,000.00 054 BRIDGE REMOVAL, LOCATION D LS 390,000.0000 390,000.00 1.000 390,000.00 055 CLEARING AND GRUBBING LS 345,000.0000 345,000.00 1.000 345,000.00 056 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 057 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 230,766.558 1,846,132.46 058 ROCK STAINING M2 5.0000 136,000.00 0.000 0.00 059 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 060 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 414,480.00 6,280.000 414,480.00 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 254.000 71,120.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 1,434.000 20,793.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 27,700.950 227,147.79 (R) 064 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 3,250.000 325,000.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 42.0000 111,930.00 2,729.000 114,618.00 (F) 066 STRUCTURE BACKFILL (RETAINING WAL) (R) M3 20.0000 474,000.00 19,408.980 388,179.60 067 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 120.000 10,200.00 (F) 068 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 266.000 18,620.00 (F) WALL) 069 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 1,512.000 120,960.00 (RETAINING WALL) (R) 070 HIGHWAY PLANTING LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 071 IMPORTED TOPSOIL M3 8.0000 32,320.00 1,234.430 9,875.44 (S) 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 074 DUFF M2 3.0000 51,000.00 15,710.300 47,130.90 (S) 075 SOIL STABILIZATION M2 10.0000 1,400.00 0.000 0.00 (S) 076 BONDED FIBER MATRIX (EROSION CONTROL) KG 2.0000 16,860.00 6,277.980 12,555.96 (S) PROGRAM CAS145 PAGE 4 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER (EROSION CONTROL) KG 1.0000 15,600.00 12,071.130 12,071.13 (S) 078 FIBER ROLLS M 8.0000 160,000.00 27,115.920 216,927.36 (S) 079 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 35.542 7,463.82 (S) 080 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 7.000 7,000.00 (S) 081 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 600.0000 4,800.00 2.028 1,216.80 (S) 082 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 5,300.00 41.566 4,156.60 (S) 083 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 75.0000 25,500.00 207.230 15,542.25 (S) 084 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 232.953 232.95 (S) 085 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 1,225.400 2,450.80 (S) 086 PLANT (GROUP W) EA 2.5000 8,000.00 466.000 1,165.00 (S) 087 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 088 IRRIGATION SYSTEM LS 220,000.0000 220,000.00 0.999 219,780.00 (S) 089 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 104,000.00 695.000 111,200.00 090 WATER METER EA 18,500.0000 18,500.00 1.000 18,500.00 (S) 091 75 MM IRRIGATION CONDUIT M 800.0000 3,200.00 0.000 0.00 (S) 092 200 MM CORRUGATED HIGH DENSITY M 150.0000 16,500.00 161.000 24,150.00 (S) POLYETHYLENE PIPE CONDUIT 093 200 MM WELDED STEEL PIPE CONDUIT M 400.0000 20,400.00 0.000 0.00 (S) (6.35 MM THICK) 094 CLASS 2 AGGREGATE BASE M3 34.0000 1,883,600.00 52,033.740 1,769,147.16 095 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 800.0000 10,000.00 9.199 7,359.20 096 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,260,000.00 27,872.340 1,672,340.40 097 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 36,504.040 2,190,242.40 098 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 7,558.800 30,235.20 099 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 8,600.00 2.172 868.80 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 101 SEAL PAVEMENT JOINT M 4.0000 352,400.00 41,010.934 164,043.74 102 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 7,810.400 109,345.60 103 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 285,975.00 3,533.940 265,045.50 PROGRAM CAS145 PAGE 5 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE STEEL PILE (HP 250 X 62) EA 650.0000 195,650.00 280.000 182,000.00 (S) 105 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,162,800.00 967.220 1,160,664.00 (S) PILING 106 1.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,400.0000 873,600.00 593.940 831,516.00 (S) PILING 107 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 999,000.00 539.700 971,460.00 (S) PILING 108 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 426,000.00 242.850 485,700.00 (S) PILING (ROCK SOCKET) 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2,451,900.00 753.550 2,486,715.00 (S) PILING (ROCK SOCKET) 110 1.4 M PERMANENT STEEL CASING M 2,000.0000 898,000.00 433.740 867,480.00 (S) 111 INSTALL 1.4 M PERMANENT STEEL CASING M 650.0000 113,750.00 160.500 104,325.00 (S) 112 2.6 M PERMANENT STEEL CASING M 5,000.0000 2,255,000.00 417.597 2,087,985.00 (S) 113 INSTALL 2.6 M PERMANENT STEEL CASING M 2,300.0000 239,200.00 94.120 216,476.00 (S) 114 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 1,100,000.00 1.000 1,100,000.00 (S) 115 TIEDOWN ANCHOR EA 3,500.0000 56,000.00 16.000 56,000.00 (S) 116 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 299,250.00 855.000 299,250.00 (F) 117 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 22,488.000 11,873,664.00 (F) 118 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 875.000 350,000.00 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 931.000 465,500.00 (F) (TYPE N) 120 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 14,400.00 12.580 15,096.00 121 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 22,600.00 113.000 22,600.00 (F) 122 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 8,592.333 3,436,933.20 123 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 510.139 561,152.90 124 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 15,090.00 503.000 15,090.00 (F) 125 SWIRLED PLASTER TESTURE M2 55.0000 82,720.00 1,524.000 83,820.00 (F) 126 SWIRLED PLASTER TEXTURE (R) M2 44.0000 197,560.00 4,858.290 213,764.76 127 TILE TEXTURE PATTERN BULL-NOSE M2 7.0000 17,500.00 1,605.369 11,237.58 128 ARCHITECTURAL SURFACE M2 13.0000 12,870.00 1,305.914 16,976.88 (BARRIER) (R) 129 DRILL AND BOND DOWEL M 100.0000 4,500.00 29.300 2,930.00 130 JOINT SEAL ASSEMBLY (MR 70 MM) M 400.0000 9,200.00 23.000 9,200.00 (S) PROGRAM CAS145 PAGE 6 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 17,600.00 35.000 14,000.00 (S) 132 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 58,000.00 145.000 58,000.00 (S) 133 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 174,000.00 145.260 174,312.00 (S) 134 JOINT SEAL (MR 50 MM) M 400.0000 9,200.00 23.000 9,200.00 (S) 135 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 8,979,400.00 4,744,869.000 9,015,251.10 (SF) 136 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 204,250.00 80,943.000 202,357.50 (SF) 137 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 1,346,640.00 564,401.200 1,749,643.72 (S) (R) 138 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 4,542.000 90,840.00 (SF) 139 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 50,400.00 4,262.000 34,096.00 (S) WITH WALKWAY) 140 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 18,900.00 4,262.000 12,786.00 (S) WITH WALKWAY) 141 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 193,200.00 62,330.000 436,310.00 (S) 142 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,600.00 62,330.000 62,330.00 (S) 143 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 67,200.00 0.000 0.00 (S) 144 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,600.00 0.000 0.00 (S) 145 920 MM CAST-IN-DRILLED-HOLE M 2,000.0000 54,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 146 1070 MM CAST-IN-DRILLED-HOLE M 2,300.0000 124,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 147 1220 MM CAST-IN-DRILLED-HOLE M 2,500.0000 27,500.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 148 ROADSIDE SIGN - ONE POST EA 550.0000 15,400.00 11.000 6,050.00 149 ROADSIDE SIGN - TWO POST EA 1,250.0000 12,500.00 8.000 10,000.00 150 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,500.00 3.000 750.00 METHOD) 151 PREPARE AND PAINT CONCRETE M2 20.0000 26,600.00 0.000 0.00 152 ALTERNATIVE PIPE INLET EA 5,200.0000 5,200.00 0.000 0.00 153 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 157,500.00 762.344 190,586.00 154 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 3,361.300 605,034.00 155 750 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 157.300 47,190.00 156 900 MM REINFORCED CONCRETE PIPE M 250.0000 95,000.00 200.400 50,100.00 157 1200 MM REINFORCED CONCRETE PIPE M 715.0000 19,305.00 166.800 119,262.00 PROGRAM CAS145 PAGE 7 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM BITUMINOUS LINED AND COATED M 565.0000 11,300.00 6.200 3,503.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 159 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 19.0000 15,200.00 756.000 14,364.00 160 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 439.690 85,739.55 161 600 MM ALTERNATIVE PIPE DOWNDRAIN M 390.0000 42,900.00 54.770 21,360.30 162 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 5,100.00 2.000 3,400.00 163 300 MM DUCTILE IRON PIPE CLASS 250 WITH M 330.0000 42,900.00 92.850 30,640.50 RESTRAINED JOINT 164 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,200.0000 19,200.00 6.000 19,200.00 MECHANICAL JOINT ENDS 165 GRATED LINE DRAIN M 256.0000 81,920.00 318.000 81,408.00 166 900 MM BITUMINOUS LINED AND COATED M 1,000.0000 8,000.00 0.000 0.00 CORRUGATED STEEL PIPE RISER (4.27 MM THICK) 167 300 MM WELDED STEEL PIPE M 590.0000 212,400.00 360.020 212,411.80 (9.53 MM THICK) 168 900 MM REINFORCED CONCRETE PIPE FLARED EA 1,250.0000 1,250.00 1.000 1,250.00 END SECTION 169 300 MM GATE VALVE EA 2,000.0000 16,000.00 8.000 16,000.00 170 450 MM ALTERNATIVE PIPE RISER M 950.0000 5,700.00 17.900 17,005.00 171 600 MM ALTERNATIVE PIPE RISER M 1,600.0000 19,200.00 0.000 0.00 172 900 MM ALTERNATIVE PIPE RISER M 1,780.0000 12,460.00 4.870 8,668.60 173 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 641.641 76,996.92 174 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 3,625.00 183.900 26,665.50 175 ROCK SLOPE PROTECTION M3 85.0000 51,850.00 532.800 45,288.00 (BACKING NO. 2, METHOD B) 176 ROCK SLOPE PROTECTION (1T, METHOD B) M3 85.0000 90,950.00 1,367.850 116,267.25 177 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 85.0000 78,200.00 711.300 60,460.50 178 CONCRETE (CONCRETE APRON) M3 600.0000 8,400.00 9.396 5,637.60 179 SLOPE PAVING (EXPOSED AGGREGATE) M2 250.0000 270,000.00 1,080.000 270,000.00 (F) 180 MINOR CONCRETE (DITCH LINING) M3 500.0000 70,000.00 162.570 81,285.00 181 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,600.00 448.690 1,794.76 182 MINOR CONCRETE (CURB AND SIDEWALK) M3 550.0000 110,000.00 184.940 101,717.00 183 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 1,080.708 75,649.56 PROGRAM CAS145 PAGE 8 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 MISCELLANEOUS IRON AND STEEL KG 3.0000 49,800.00 28,381.000 85,143.00 (S) 185 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 265,000.00 29,220.000 292,200.00 (S) 186 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 96,000.00 1,317.300 65,865.00 (SF) 187 DELINEATOR (CLASS 1) EA 40.0000 12,000.00 48.000 1,920.00 188 MILEPOST MARKER EA 60.0000 360.00 0.000 0.00 189 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 150.000 3,000.00 190 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 2,619.450 222,653.25 (S) 191 CHAIN LINK RAILING (TYPE 7) M 180.0000 59,220.00 329.000 59,220.00 (F) 192 TUBULAR HANDRAILING M 150.0000 66,000.00 0.000 0.00 (S) 193 TUBULAR PIPE HAND RAILING M 660.0000 117,480.00 432.000 285,120.00 (F) 194 PERFORATED STEEL SCREEN (PILASTER) EA 3,400.0000 27,200.00 8.000 27,200.00 (S) 195 PERFORATED STEEL SCREEN (SCONCE) EA 3,400.0000 40,800.00 12.000 40,800.00 (S) 196 CONCRETE BARRIER (TYPE 26 MODIFIED) M 370.0000 78,440.00 212.000 78,440.00 (F) 197 CONCRETE BARRIER (TYPE 27B) M 285.0000 210,900.00 740.000 210,900.00 198 CONCRETE BARRIER (TYPE A) M 170.0000 486,200.00 2,433.900 413,763.00 199 CABLE RAILING M 250.0000 1,000.00 4.000 1,000.00 (F) 200 TERMINAL SECTION (TYPE B) EA 250.0000 1,000.00 0.000 0.00 (S) 201 END SECTION EA 250.0000 1,000.00 1.000 250.00 (S) 202 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 27,500.00 5.000 12,500.00 (S) 203 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 10.000 8,000.00 (S) 204 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 3.000 150,000.00 (S) 205 CRASH CUSHION (QUADGUARD) EA 50,000.0000 50,000.00 0.000 0.00 (S) 206 CONCRETE BARRIER (TYPE 60) M 150.0000 25,500.00 678.104 101,715.60 207 CONCRETE BARRIER (TYPE 60A) M 150.0000 34,800.00 232.000 34,800.00 (F) 208 CONCRETE BARRIER (TYPE 60C) M 232.0000 211,120.00 1,050.212 243,649.18 209 CONCRETE BARRIER (TYPE 60SC) M 200.0000 13,400.00 108.770 21,754.00 210 CONCRETE BARRIER (TYPE 80) M 220.0000 160,380.00 729.000 160,380.00 (F) PROGRAM CAS145 PAGE 9 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 CONCRETE BARRIER (TYPE 80) (R) M 230.0000 87,400.00 511.115 117,556.45 212 CONCRETE BARRIER (TYPE 60 A) (R) M 150.0000 198,000.00 0.000 0.00 213 CONCRETE BARRIER (TYPE KA26) (R) M 170.0000 44,200.00 259.230 44,069.10 214 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 486,400.00 2,611.886 417,901.76 (R) 215 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 57,750.00 121.000 21,175.00 (R) 216 CONCRETE BARRIER (TYPE 732) M 160.0000 73,760.00 461.000 73,760.00 (F) 217 CONCRETE BARRIER (TYPE KA26) M 160.0000 21,600.00 135.000 21,600.00 (F) 218 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 47,200.00 295.000 47,200.00 (F) 219 CONCRETE BARRIER (TYPE 732 A MODIFIED) M 230.0000 5,060.00 22.000 5,060.00 (F) 220 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 22,950.00 135.000 22,950.00 (F) 221 CONCRETE BARRIER (TYPE 736 R MODIFIED) M 175.0000 23,625.00 135.000 23,625.00 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 29.0000 28,130.00 183.285 5,315.27 (S) 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 91.000 182.00 (S) 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 19,500.00 1,248.000 3,744.00 (S) 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,040.00 290.000 290.00 (S) (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,290.00 174.000 174.00 (S) (BROKEN 5.18 M - 2.14 M) 227 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 69,480.00 191,149.840 76,459.94 (S) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 31,272.000 31,272.00 (S) 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 12,522.000 37,566.00 (S) 230 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 231 SIGNAL AND LIGHTING (LOCATION 2) LS 82,000.0000 82,000.00 1.000 82,000.00 (S) 232 LIGHTING (CITY STREET) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 233 LIGHTING (BIKE BATH) LS 87,000.0000 87,000.00 1.000 87,000.00 (S) 234 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 1.000 360,000.00 (S) 235 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 1.000 10,000.00 (S) 236 LIGHTING CONDUIT (BRIDGE) M 40.0000 25,120.00 628.000 25,120.00 (SF) 237 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 39,000.00 975.000 39,000.00 (F) PROGRAM CAS145 PAGE 10 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 COMMUNICATION CONDUIT (BRIDGE) (R) M 40.0000 6,800.00 0.000 0.00 (S) 239 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 30,600.00 765.000 30,600.00 (SF) 240 SPRINKLER CONTROL CONDUIT (BRIDGE)(R) M 40.0000 14,400.00 325.000 13,000.00 (S) 241 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 242 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 243 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 244 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 245 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 1.000 850,000.00 (S) 246 RAMP METERING SYSTEM (LOCATION 1) LS 107,000.0000 107,000.00 1.000 107,000.00 (S) 247 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 1.000 87,000.00 (S) 248 CONNECTIONS TO WATER MAINS LS 48,000.0000 48,000.00 0.000 0.00 (S) 249 150 MM FIRE HYDRANT ASSEMBLY EA 9,000.0000 27,000.00 2.000 18,000.00 (S) 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 251 CONCRETE PAVEMENT M3 185.0000 3,034,000.00 15,977.288 2,955,798.28 (S) (DOWELED TRANSVERSE JOINTS) 252 CONCRETE PAVEMENT M3 140.0000 2,226,000.00 13,878.844 1,943,038.16 (UNDOWELED TRANSVERSE JOINTS) 253 500 MM WELDED STEEL PIPE CASING M 450.0000 10,800.00 64.020 28,809.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 11 DATE 12/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 09:29 AM ESTIMATE NO. 69 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/03/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/16/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 72,169,505.91 ADJUSTMENT OF COMPENSATION 0.00 7,842,642.93 EXTRA WORK 0.00 5,004,416.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 85,016,565.71 254 MOBILIZATION LS 200,000.0000 8,200,000.00 1.000 8,200,000.00 ORIGINAL CONTRACT AMOUNT 81,952,560.00 TOTAL WORK COMPLETED 0.00 93,216,565.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -255,997.35 TOTAL 0.00 92,960,568.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 254 MOBILIZATION 8,195,256.00 8,200,000.00 4,744.00 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 09/22/04 950 10/07/04 10/07/04 11/03/09 949 66 249 0 100% 100% JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/11