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 11/25/08 EST. NO.54 TIME 08:07 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 --------------------------------------------------------------------------- 001 0891 316.06 E.W. @ F.A.(+) 071808 N 2149.0 0892 459.45 072108 N 2150.0 0893 198.84 072208 N 2151.0 0894 253.37 100808 N 2153.0 0912 226.73 102108 N 2181.0 0913 251.78 102308 N 2182.0 0914 1,229.20 041505 N 0476.1 0917 50.87 101006 N 1092.1 0918 113.08 101206 Y 1095.1 0919 170.53 073007 N 1571.1 0923 714.09 102808 N 2191.0 0925 1,984.76 102908 N 2211.0 0926 2,068.10 103008 N 2214.0 0928 3,041.44 103108 N 2222.0 0929 804.95 110308 N 2223.0 003 0024 1,381.25 E.W. @ F.A.(+) 081508 N 2162.0 0026 662.50 051508 N 2176.0 004 0075 396.43 E.W. @ F.A.(+) 080607 N 1580.1 007 0030 136.40 E.W. @ F.A.(+) 080408 N 2185.0 013 0076 564.67 E.W. @ F.A.(+) 100708 N 2160.0 0077 705.47 092308 N 2163.0 0078 109.91 120407 N 1738.1 022 0072 236.94 E.W. @ F.A.(+) 112206 N 2088.0 0073 108.95 041807 N 2089.0 034 0016 7,059.64 A.C. @ L.S.(+) 112008 N 0016 0 0018 5,449.54 112008 N 0018 0 037 0004 5,750.00 A.C. @ L.S.(+) 112008 N 004A 0 049 0272 1,161.03 E.W. @ F.A.(+) 092608 N 2152.0 0290 55.39 101008 N 2164.0 0294 697.21 022208 N 1852.1 0295 57.22 022508 N 1854.1 0296 1,764.53 103108 N 2219.0 0297 686.39 103008 N 2216.0 0298 25,000.00 E.W. @ L.S.(+) 111908 N 298A 0 072 0010 6,130.14 E.W. @ U.P (+) 111908 N 010A 0 077 0011 951.03 E.W. @ F.A.(+) 072208 N 2156.0 0012 1,137.51 072108 N 2157.0 0013 1,866.19 082608 N 2158.0 0014 2,360.41 072908 N 2087.0 0015 1,440.47 090208 N 2099.0 079 0002-1 25,335.18 A.C. @ L.S.(-) 090808 N 0002 0 DAO CORRECTING ENTRY 080 0007 884.49 E.W. @ F.A.(+) 081508 N 2094.0 0008 469.63 081508 N 2121.0 086 0063 2,230.88 E.W. @ F.A.(+) 082808 N 2097.0 0064 1,520.66 082908 N 2098.0 0065 384.95 090308 N 2100.0 0066 153.56 051208 N 2090.0 094 0030 2,493.02 E.W. @ F.A.(+) 072008 N 2050.0 0031 3,410.84 072908 N 2071.0 095 0023 345.12 E.W. @ F.A.(+) 102308 N 2190.0 0024 703.70 102908 N 2212.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/25/08 EST. NO.54 TIME 08:07 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 --------------------------------------------------------------------------- 0025 1,088.51 103008 N 2213.0 097 0006 1,898.79 E.W. @ F.A.(+) 100908 N 2154.0 0007 1,766.34 081308 N 2093.0 0008 3,398.60 090308 N 2101.0 0009 2,257.34 090408 N 2103.0 0010 281.81 090508 N 2104.0 0011 585.31 090508 N 2105.0 0012 1,733.60 090808 N 2106.0 0013 495.41 090908 N 2107.0 0014 1,284.05 081208 N 2114.0 0015 249.83 100908 N 2161.0 0016 2,979.74 101008 N 2166.0 0017 1,712.79 101308 N 2167.0 0018 216.50 101608 N 2168.0 0021 2,491.93 100108 N 2186.0 104 0001 74,906.12 A.C. @ L.S.(+) 111908 N 001A 0 115 0001 2,300.81 E.W. @ F.A.(+) 100708 N 2159.0 215,331.98 TOTAL THIS ESTIMATE 10,531,766.50 TOTAL PREVIOUS ESTIMATE 10,747,098.48 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 11/25/08 EST. NO.54 TIME 08:07 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 0.00 -264,856.79 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 12 DOCS RECD 10,000.00 15 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 11/25/08 EST. NO.54 TIME 08:07 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -10,000.00 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 PRS RECD APRIL 06 10,000.00 25 O/S PRS AUG -10,000.00 26 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 11/25/08 EST. NO.54 TIME 08:07 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -10,000.00 -60,000.00 OVERBID ITEMS OVERBID ITEM NO. 254 -2,372.00 06 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 11/25/08 EST. NO.54 TIME 08:07 AM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 254 -1,186.00 10 OVERBID ITEM NO. 254 -948.80 17 OVERBID ITEM NO. 254 -237.20 29 0.00 -4,744.00 TOTAL DEDUCTIONS -10,000.00 -339,600.79 PROGRAM CAS145 PAGE 1 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 LOCATION RERUN PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.750 15,000.00 02 TIME-RELATED OVERHEAD DAY 6,420.0000 4,494,000.00 700.000 4,494,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 40,650.00 981.000 14,715.00 04 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 1.000 30,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 135,000.0000 135,000.00 1.000 135,000.00 07 SWEEPER EA 144,000.0000 288,000.00 2.000 288,000.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 4.037 16,148.00 S) 09 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.794 25,146.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 28.000 61,600.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 5,000.0000 65,000.00 16.330 81,650.00 12 TEMPORARY CHECK DAM (TYPE 1) M 100.0000 10,000.00 126.960 12,696.00 13 MOVE-IN/MOVE-OUT EA 1,000.0000 6,000.00 5.000 5,000.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY CHECK DAM (TYPE 2) M 80.0000 9,600.00 182.400 14,592.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 12,060.00 45.000 8,100.00 (TYPE 3A) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 39,000.00 27.000 16,200.00 (TYPE 3B) 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.207 9,315.00 1.000 45,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000.00 S) 20 TYPE III BARRICADE EA 130.0000 390.00 9.000 1,170.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,155.00 13,027.000 6,513.50 S) 22 TEMPORARY PAVEMENT MARKER EA 3.0000 2,640.00 118.000 354.00 S) PROGRAM CAS145 PAGE 2 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 5,850.00 0.000 0.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 240,000.00 16.000 240,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 29,001.400 638,030.80 S) 26 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 287.000 10,045.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 366.000 65,880.00 S) 28 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 9.000 63,000.00 S) 29 ABANDON CULVERT EA 1,200.0000 28,800.00 22.000 26,400.00 30 ABANDON INLET EA 800.0000 4,000.00 5.000 4,000.00 31 ABANDON IRRIGATION CROSSOVER EA 250.0000 5,500.00 0.000 0.00 32 REMOVE CHAIN LINK FENCE M 15.0000 24,750.00 1,374.090 20,611.35 33 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 884.910 18,583.11 34 REMOVE SINGLE THRIE BEAM BARRIER M 23.0000 50,600.00 2,035.450 46,815.35 35 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 33,750.00 1,700.390 42,509.75 36 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 23,760.00 0.000 0.00 S) 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 4.0000 106,400.00 577.520 2,310.08 10,081.368 40,325.47 S) MARKING 38 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 17.000 4,250.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 12.000 36,000.00 40 REMOVE CULVERT M 100.0000 22,000.00 144.460 14,446.00 41 REMOVE 300 MM ASBESTOS CEMENT PIPE EA 1,400.0000 7,000.00 4.000 5,600.00 WATERLINE 42 REMOVE INLET EA 1,000.0000 12,000.00 1.000 1,000.00 5.000 5,000.00 43 RESET ROADSIDE SIGN EA 400.0000 20,000.00 40.500 16,200.00 44 RELOCATE ROADSIDE SIGN EA 400.0000 4,000.00 6.000 2,400.00 45 RELOCATE SIGN STRUCTURE EA 7,000.0000 35,000.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 13,800.00 2,218.760 22,187.60 S) 47 REMOVE CONCRETE M3 55.0000 39,050.00 428.230 23,552.65 48 REMOVE CONCRETE BARRIER M 30.0000 7,200.00 0.000 0.00 49 CAP INLET EA 1,000.0000 4,000.00 5.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP RISER EA 1,000.0000 3,000.00 3.000 3,000.00 51 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 1.000 110,000.00 52 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 1.000 600,000.00 53 BRIDGE REMOVAL, LOCATION C LS 190,000.0000 190,000.00 1.000 190,000.00 54 BRIDGE REMOVAL, LOCATION D LS 390,000.0000 390,000.00 1.000 390,000.00 55 CLEARING AND GRUBBING LS 345,000.0000 345,000.00 1.000 345,000.00 56 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 57 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 230,708.489 1,845,667.91 58 ROCK STAINING M2 5.0000 136,000.00 0.000 0.00 59 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 414,480.00 6,280.000 414,480.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 254.000 71,120.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 1,434.000 20,793.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 27,700.950 227,147.79 (R) 64 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 3,250.000 325,000.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 42.0000 111,930.00 2,729.000 114,618.00 F) 66 STRUCTURE BACKFILL (RETAINING WAL) (R) M3 20.0000 474,000.00 19,408.980 388,179.60 67 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 120.000 10,200.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 266.000 18,620.00 F) WALL) 69 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 1,512.000 120,960.00 (RETAINING WALL) (R) 70 HIGHWAY PLANTING LS 75,000.0000 75,000.00 1.000 75,000.00 1.000 75,000.00 S) 71 IMPORTED TOPSOIL M3 8.0000 32,320.00 1,234.430 9,875.44 S) 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 DUFF M2 3.0000 51,000.00 15,710.300 47,130.90 S) 75 SOIL STABILIZATION M2 10.0000 1,400.00 0.000 0.00 S) 76 BONDED FIBER MATRIX (EROSION CONTROL) KG 2.0000 16,860.00 6,277.980 12,555.96 S) PROGRAM CAS145 PAGE 4 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 15,600.00 7,343.650 7,343.65 11,926.830 11,926.83 S) 78 FIBER ROLLS M 8.0000 160,000.00 76.200 609.60 27,115.920 216,927.36 S) 79 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 21.160 4,443.60 35.242 7,400.82 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 2.000 2,000.00 6.000 6,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 600.0000 4,800.00 1.010 606.00 1.750 1,050.00 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 5,300.00 41.566 4,156.60 S) 83 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 75.0000 25,500.00 127.300 9,547.50 207.230 15,542.25 S) 84 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 117.690 117.69 231.843 231.84 S) 85 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 742.410 1,484.82 1,208.750 2,417.50 S) 86 PLANT (GROUP W) EA 2.5000 8,000.00 680.000 1,700.00 680.000 1,700.00 S) 87 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.056 2,240.00 0.056 2,240.00 S) 88 IRRIGATION SYSTEM LS 220,000.0000 220,000.00 0.469 103,180.00 0.985 216,700.00 S) 89 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 104,000.00 695.000 111,200.00 90 WATER METER EA 18,500.0000 18,500.00 1.000 18,500.00 S) 91 75 MM IRRIGATION CONDUIT M 800.0000 3,200.00 0.000 0.00 S) 92 200 MM CORRUGATED HIGH DENSITY M 150.0000 16,500.00 110.000 16,500.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 400.0000 20,400.00 16.000 6,400.00 S) (6.35 MM THICK) 94 CLASS 2 AGGREGATE BASE M3 34.0000 1,883,600.00 51,436.126 1,748,828.28 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 800.0000 10,000.00 3.119 2,495.20 9.199 7,359.20 96 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,260,000.00 12.650 759.00 27,872.340 1,672,340.40 97 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 36,504.040 2,190,242.40 98 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 17.985 71.94 7,550.500 30,202.00 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 8,600.00 2.172 868.80 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 SEAL PAVEMENT JOINT M 4.0000 352,400.00 41,010.934 164,043.74 02 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 7,810.400 109,345.60 03 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 285,975.00 3,533.940 265,045.50 PROGRAM CAS145 PAGE 5 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE STEEL PILE (HP 250 X 62) EA 650.0000 195,650.00 280.000 182,000.00 S) 05 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,162,800.00 967.220 1,160,664.00 S) PILING 06 1.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,400.0000 873,600.00 593.940 831,516.00 S) PILING 07 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 999,000.00 539.700 971,460.00 S) PILING 08 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 426,000.00 242.850 485,700.00 S) PILING (ROCK SOCKET) 09 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) 10 1.4 M PERMANENT STEEL CASING M 2,000.0000 898,000.00 433.740 867,480.00 S) 11 INSTALL 1.4 M PERMANENT STEEL CASING M 650.0000 113,750.00 160.500 104,325.00 S) 12 2.6 M PERMANENT STEEL CASING M 5,000.0000 2,255,000.00 417.597 2,087,985.00 S) 13 INSTALL 2.6 M PERMANENT STEEL CASING M 2,300.0000 239,200.00 94.120 216,476.00 S) 14 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1100,000.0000 1,100,000.00 1.000 1,100,000.00 S) 15 TIEDOWN ANCHOR EA 3,500.0000 56,000.00 16.000 56,000.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 299,250.00 855.000 299,250.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 22,488.000 11,873,664.00 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 875.000 350,000.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 931.000 465,500.00 F) (TYPE N) 20 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 14,400.00 12.580 15,096.00 21 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 22,600.00 113.000 22,600.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 8,592.333 3,436,933.20 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 510.139 561,152.90 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 15,090.00 503.000 15,090.00 F) 25 SWIRLED PLASTER TESTURE M2 55.0000 82,720.00 1,524.000 83,820.00 F) 26 SWIRLED PLASTER TEXTURE (R) M2 44.0000 197,560.00 4,678.500 205,854.00 27 TILE TEXTURE PATTERN BULL-NOSE M2 7.0000 17,500.00 1,605.369 11,237.58 28 ARCHITECTURAL SURFACE M2 13.0000 12,870.00 1,305.914 16,976.88 (BARRIER) (R) 29 DRILL AND BOND DOWEL M 100.0000 4,500.00 29.300 2,930.00 30 JOINT SEAL ASSEMBLY (MR 70 MM) M 400.0000 9,200.00 23.000 9,200.00 S) PROGRAM CAS145 PAGE 6 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 17,600.00 35.000 14,000.00 S) 32 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 58,000.00 145.000 58,000.00 S) 33 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 174,000.00 145.260 174,312.00 S) 34 JOINT SEAL (MR 50 MM) M 400.0000 9,200.00 23.000 9,200.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 8,979,400.00 4,744,869.000 9,015,251.10 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 204,250.00 80,943.000 202,357.50 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 1,346,640.00 564,401.200 1,749,643.72 S) (R) 38 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 4,542.000 90,840.00 SF) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 50,400.00 4,262.000 34,096.00 S) WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 18,900.00 4,262.000 12,786.00 S) WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 193,200.00 62,330.000 436,310.00 S) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,600.00 62,330.000 62,330.00 S) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 67,200.00 0.000 0.00 S) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,600.00 0.000 0.00 S) 45 920 MM CAST-IN-DRILLED-HOLE M 2,000.0000 54,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 1070 MM CAST-IN-DRILLED-HOLE M 2,300.0000 124,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1220 MM CAST-IN-DRILLED-HOLE M 2,500.0000 27,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 ROADSIDE SIGN - ONE POST EA 550.0000 15,400.00 11.000 6,050.00 49 ROADSIDE SIGN - TWO POST EA 1,250.0000 12,500.00 8.000 10,000.00 50 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,500.00 3.000 750.00 METHOD) 51 PREPARE AND PAINT CONCRETE M2 20.0000 26,600.00 0.000 0.00 52 ALTERNATIVE PIPE INLET EA 5,200.0000 5,200.00 0.000 0.00 53 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 157,500.00 1,006.424 251,606.00 54 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 3,361.300 605,034.00 55 750 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 157.300 47,190.00 56 900 MM REINFORCED CONCRETE PIPE M 250.0000 95,000.00 200.400 50,100.00 57 1200 MM REINFORCED CONCRETE PIPE M 715.0000 19,305.00 166.800 119,262.00 PROGRAM CAS145 PAGE 7 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM BITUMINOUS LINED AND COATED M 565.0000 11,300.00 3.700 2,090.50 6.200 3,503.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 59 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 19.0000 15,200.00 756.000 14,364.00 60 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 439.690 85,739.55 61 600 MM ALTERNATIVE PIPE DOWNDRAIN M 390.0000 42,900.00 49.690 19,379.10 62 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 5,100.00 2.000 3,400.00 63 300 MM DUCTILE IRON PIPE CLASS 250 WITH M 330.0000 42,900.00 92.850 30,640.50 RESTRAINED JOINT 64 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,200.0000 19,200.00 6.000 19,200.00 MECHANICAL JOINT ENDS 65 GRATED LINE DRAIN M 256.0000 81,920.00 318.000 81,408.00 66 900 MM BITUMINOUS LINED AND COATED M 1,000.0000 8,000.00 0.000 0.00 CORRUGATED STEEL PIPE RISER (4.27 MM THICK) 67 300 MM WELDED STEEL PIPE M 590.0000 212,400.00 360.020 212,411.80 (9.53 MM THICK) 68 900 MM REINFORCED CONCRETE PIPE FLARED EA 1,250.0000 1,250.00 1.000 1,250.00 END SECTION 69 300 MM GATE VALVE EA 2,000.0000 16,000.00 8.000 16,000.00 70 450 MM ALTERNATIVE PIPE RISER M 950.0000 5,700.00 17.900 17,005.00 71 600 MM ALTERNATIVE PIPE RISER M 1,600.0000 19,200.00 0.000 0.00 72 900 MM ALTERNATIVE PIPE RISER M 1,780.0000 12,460.00 4.870 8,668.60 73 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 641.641 76,996.92 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 3,625.00 9.500 1,377.50 183.900 26,665.50 75 ROCK SLOPE PROTECTION M3 85.0000 51,850.00 532.800 45,288.00 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION (1T, METHOD B) M3 85.0000 90,950.00 -1,170.300 -99,475.50 1,367.850 116,267.25 77 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 85.0000 78,200.00 711.300 60,460.50 78 CONCRETE (CONCRETE APRON) M3 600.0000 8,400.00 9.396 5,637.60 79 SLOPE PAVING (EXPOSED AGGREGATE) M2 250.0000 270,000.00 1,080.000 270,000.00 F) 80 MINOR CONCRETE (DITCH LINING) M3 500.0000 70,000.00 162.570 81,285.00 81 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,600.00 448.690 1,794.76 82 MINOR CONCRETE (CURB AND SIDEWALK) M3 550.0000 110,000.00 184.940 101,717.00 83 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 1,080.708 75,649.56 PROGRAM CAS145 PAGE 8 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MISCELLANEOUS IRON AND STEEL KG 3.0000 49,800.00 28,381.000 85,143.00 S) 85 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 265,000.00 1,431.000 14,310.00 29,220.000 292,200.00 S) 86 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 96,000.00 978.700 48,935.00 1,340.300 67,015.00 SF) 87 DELINEATOR (CLASS 1) EA 40.0000 12,000.00 48.000 1,920.00 48.000 1,920.00 88 MILEPOST MARKER EA 60.0000 360.00 0.000 0.00 89 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 85.000 1,700.00 150.000 3,000.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 111.150 9,447.75 2,589.230 220,084.55 S) 91 CHAIN LINK RAILING (TYPE 7) M 180.0000 59,220.00 329.000 59,220.00 F) 92 TUBULAR HANDRAILING M 150.0000 66,000.00 0.000 0.00 S) 93 TUBULAR PIPE HAND RAILING M 660.0000 117,480.00 432.000 285,120.00 F) 94 PERFORATED STEEL SCREEN (PILASTER) EA 3,400.0000 27,200.00 4.000 13,600.00 8.000 27,200.00 S) 95 PERFORATED STEEL SCREEN (SCONCE) EA 3,400.0000 40,800.00 4.000 13,600.00 12.000 40,800.00 S) 96 CONCRETE BARRIER (TYPE 26 MODIFIED) M 370.0000 78,440.00 212.000 78,440.00 F) 97 CONCRETE BARRIER (TYPE 27B) M 285.0000 210,900.00 740.000 210,900.00 98 CONCRETE BARRIER (TYPE A) M 170.0000 486,200.00 2,433.900 413,763.00 99 CABLE RAILING M 250.0000 1,000.00 4.000 1,000.00 4.000 1,000.00 F) 00 TERMINAL SECTION (TYPE B) EA 250.0000 1,000.00 0.000 0.00 S) 01 END SECTION EA 250.0000 1,000.00 1.000 250.00 S) 02 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 27,500.00 5.000 12,500.00 S) 03 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 7.000 5,600.00 S) 04 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 3.000 150,000.00 S) 05 CRASH CUSHION (QUADGUARD) EA 50,000.0000 50,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 60) M 150.0000 25,500.00 678.104 101,715.60 07 CONCRETE BARRIER (TYPE 60A) M 150.0000 34,800.00 232.000 34,800.00 F) 08 CONCRETE BARRIER (TYPE 60C) M 232.0000 211,120.00 1,050.212 243,649.18 09 CONCRETE BARRIER (TYPE 60SC) M 200.0000 13,400.00 108.770 21,754.00 10 CONCRETE BARRIER (TYPE 80) M 220.0000 160,380.00 729.000 160,380.00 F) PROGRAM CAS145 PAGE 9 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CONCRETE BARRIER (TYPE 80) (R) M 230.0000 87,400.00 511.115 117,556.45 12 CONCRETE BARRIER (TYPE 60 A) (R) M 150.0000 198,000.00 0.000 0.00 13 CONCRETE BARRIER (TYPE KA26) (R) M 170.0000 44,200.00 259.230 44,069.10 14 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 486,400.00 2,592.386 414,781.76 (R) 15 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 57,750.00 121.000 21,175.00 (R) 16 CONCRETE BARRIER (TYPE 732) M 160.0000 73,760.00 461.000 73,760.00 F) 17 CONCRETE BARRIER (TYPE KA26) M 160.0000 21,600.00 135.000 21,600.00 F) 18 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 47,200.00 295.000 47,200.00 F) 19 CONCRETE BARRIER (TYPE 732 A MODIFIED) M 230.0000 5,060.00 22.000 5,060.00 F) 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 22,950.00 135.000 22,950.00 F) 21 CONCRETE BARRIER (TYPE 736 R MODIFIED) M 175.0000 23,625.00 135.000 23,625.00 F) 22 THERMOPLASTIC PAVEMENT MARKING M2 29.0000 28,130.00 183.285 5,315.27 S) 23 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 91.000 182.00 91.000 182.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 19,500.00 1,248.000 3,744.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,040.00 290.000 290.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,290.00 174.000 174.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 69,480.00 10,091.000 4,036.40 191,149.840 76,459.94 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 1,888.000 1,888.00 31,272.000 31,272.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 595.000 1,785.00 12,522.000 37,566.00 S) 30 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 31 SIGNAL AND LIGHTING (LOCATION 2) LS 82,000.0000 82,000.00 1.000 82,000.00 S) 32 LIGHTING (CITY STREET) LS 125,000.0000 125,000.00 1.000 125,000.00 S) 33 LIGHTING (BIKE BATH) LS 87,000.0000 87,000.00 0.081 7,047.00 1.000 87,000.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 1.000 360,000.00 S) 35 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 0.000 0.00 S) 36 LIGHTING CONDUIT (BRIDGE) M 40.0000 25,120.00 0.000 0.00 SF) 37 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 39,000.00 325.000 13,000.00 F) PROGRAM CAS145 PAGE 10 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 COMMUNICATION CONDUIT (BRIDGE) (R) M 40.0000 6,800.00 0.000 0.00 S) 39 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 30,600.00 0.000 0.00 SF) 40 SPRINKLER CONTROL CONDUIT (BRIDGE)(R) M 40.0000 14,400.00 325.000 13,000.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 1.000 35,000.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 1.000 850,000.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 107,000.0000 107,000.00 1.000 107,000.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 1.000 87,000.00 S) 48 CONNECTIONS TO WATER MAINS LS 48,000.0000 48,000.00 0.000 0.00 S) 49 150 MM FIRE HYDRANT ASSEMBLY EA 9,000.0000 27,000.00 2.000 18,000.00 S) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 CONCRETE PAVEMENT M3 185.0000 3,034,000.00 15,909.834 2,943,319.29 S) (DOWELED TRANSVERSE JOINTS) 52 CONCRETE PAVEMENT M3 140.0000 2,226,000.00 13,878.844 1,943,038.16 (UNDOWELED TRANSVERSE JOINTS) 53 500 MM WELDED STEEL PIPE CASING M 450.0000 10,800.00 40.240 18,108.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 11 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 08:07 AM ESTIMATE NO. 54 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 11/20/08 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 247,667.73 72,028,415.12 ADJUSTMENT OF COMPENSATION 118,500.48 6,364,764.70 EXTRA WORK 96,831.50 4,382,333.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 462,999.71 82,775,513.60 54 MOBILIZATION LS 8200,000.0000 8,200,000.00 1.000 8,200,000.00 ORIGINAL CONTRACT AMOUNT 81,952,560.00 TOTAL WORK COMPLETED 462,999.71 90,975,513.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -339,600.79 TOTAL 452,999.71 90,635,912.81 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/22/04 950 10/07/04 10/07/04 12/01/08 945 53 245 0 97% 79% PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/08