PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/21/09 EST. NO.27 TIME 07:15 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- 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 0041 392.36 E.W. @ F.A.(+) 063009 N 1044.0 0042 80.76 082508 N 0327.1 0047 289.74 080709 N 1131.0 009 0008 642.57 E.W. @ F.A.(+) 020309 Y 0735.0 0027 1,753.31 072909 Y 1083.0 0029 2,243.67 070809 Y 1023.1 0030 122.56 073009 Y 1091.1 0031 428.15 073009 Y 1132.0 0032 2,403.88 073109 Y 1133.0 0033 618.61 081709 Y 1134.0 025 0104 2,342.59 E.W. @ F.A.(+) 061509 N 0976.0 0107 549.44 072209 Y 1135.0 030 0181 524.08 E.W. @ F.A.(+) 072908 Y 0365.1 0202 2,264.17 082608 Y 0495.1 031 0084 8,358.56 E.W. @ F.A.(+) 022109 N 0663.0 0099 1,324.92 060309 N 0888.0 0113 103.21 060109 N 0886.1 0118 5,462.07 061609 N 1092.0 0119 431.37 081209 Y 1137.0 032 0011 28,636.92 E.W. @ F.A.(+) 070909 N CT01 0 044 0012 17,250.00 E.W. @ U.P (+) 072009 N 12 0 0013 17,250.00 091409 N 13 0 047 0001 12,437.15 E.W. @ F.A.(+) 032809 N 1108.0 0002 59.70 032809 N 1114.0 061 0036 660.00 E.W. @ F.A.(+) 051209 Y 0938.1 0041 2,095.48 073009 Y 1097.0 0042 227.08 070209 Y 1050.1 0043 1,441.05 080409 Y 1191.0 064 0031 2,751.91 E.W. @ F.A.(+) 072809 Y 1099.0 0032 3,668.70 072909 Y 1100.0 0034 4,356.05 073109 Y 1102.0 0035 2,609.50 080409 Y 1115.0 0036 2,324.69 080709 Y 1138.0 0037 1,893.02 081209 Y 1139.0 0038 1,893.02 081309 Y 1140.0 0039 1,957.88 081409 Y 1141.0 068 0024 1,690.15 E.W. @ F.A.(+) 050609 N 1084.2 073 0001 23,040.15 E.W. @ F.A.(+) 060109 N 1 0 078 0034 1,602.23 E.W. @ F.A.(+) 020309 Y 0781.0 0060 378.61 020409 Y 1053.0 085 0050 1,957.88 E.W. @ F.A.(+) 081409 Y 1143.0 0051 1,957.88 081709 Y 1144.0 0052 1,957.88 081809 Y 1145.0 0053 1,758.39 082009 Y 1146.0 086 0010 167.81 E.W. @ F.A.(+) 121208 Y 509.20 0017 138,386.49 A.C. @ L.S.(+) 061709 N CT01 0 087 0001 1,410.65 E.W. @ F.A.(+) 070909 N 1069.0 0003 1,057.98 072409 Y 1116.0 0005 1,234.32 071409 Y 1148.0 0006 322.18 073009 Y 1149.0 088 0001 2,673.00 E.W. @ L.S.(+) 121708 N CT01 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 09/21/09 EST. NO.27 TIME 07:15 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 096 0008 2,270.47 E.W. @ F.A.(+) 060909 Y 0945.0 0027 434.50 052109 Y 1152.0 0028 480.01 063009 Y 1153.0 099 0007 100.34 E.W. @ F.A.(+) 051409 Y 1008.1 106 0002 663.02 E.W. @ F.A.(+) 080309 Y 1192.0 0003 721.11 080409 Y 1193.0 0004 2,633.72 080509 Y 1200.1 110 0001 43,092.72 A.C. @ L.S.(+) 032108 N CT01 0 115 0012 1,275.11 E.W. @ F.A.(+) 060409 N 0953.0 0013 4,732.71 060509 N 0956.0 0016 9,223.83 060609 N 0959.0 0018 4,820.03 060909 N 0961.0 0020 610.66 061309 N 0963.0 0025 5,763.29 061309 N 0987.0 0026 9,146.78 061309 N 0988.0 0031 8,375.92 061209 N 0986.0 0035 3,854.29 061809 N 0993.0 0036 8,322.76 062009 N 0994.0 0039 3,129.71 062409 N 0997.0 0043 6,282.71 062909 N 1002.0 0054 22,323.69 061509 N 1013.0 0055 13,640.01 063009 N 1015.0 0057 5,049.59 061009 N 1031.0 0059 423.72 062909 N 1033.0 0060 5,126.94 063009 N 1034.0 0061 7,203.88 063009 N 1035.0 0062 3,987.10 070109 N 1036.0 0063 2,791.70 070209 N 1037.0 0064 3,082.82 070309 N 1038.0 0065 2,325.52 070609 N 1039.0 0066 3,071.78 070709 N 1040.0 0067 2,872.48 070809 N 1041.0 0068 2,860.91 070909 N 1042.0 0069 2,313.95 071009 N 1043.0 0071 2,406.25 080309 N 1080.0 0072 2,313.95 071309 N 1081.0 0073 96.58 071709 N 1082.0 0074 423.72 063009 N 1086.0 0075 2,456.07 071409 N 1087.0 0077 3,170.67 071609 N 1089.0 0078 2,456.07 071709 N 1090.0 0079 903.28 061309 N 0988.2 0080 1,987.77 072009 N 1094.0 0081 2,479.21 072109 N 1095.0 0082 3,563.99 072209 N 1096.0 0083 814.69 072209 N 1104.0 0084 4,514.59 072409 N 1105.0 0085 3,186.54 072809 N 1106.0 0086 3,027.65 072909 N 1107.0 0090 2,146.47 071509 N 1088.1 0091 7,998.73 060409 N 1110.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 09/21/09 EST. NO.27 TIME 07:15 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0092 945.82 062909 N 1117.0 0093 3,817.78 073109 N 1119.0 0094 5,966.35 073109 N 1120.0 0095 7,462.52 080109 N 1121.0 0096 3,186.54 080309 N 1122.0 0097 3,186.54 080409 N 1123.0 0098 2,784.82 080509 N 1124.0 0099 3,186.54 080609 N 1125.0 0100 3,831.07 080709 N 1126.0 0102 1,445.08 080709 N 1157.0 0103 3,849.87 081009 N 1158.0 0104 3,689.46 081109 N 1186.0 0105 2,880.71 081209 N 1187.0 0106 3,022.83 081309 N 1188.0 0107 1,456.93 081709 N 1189.0 0108 3,681.34 081409 N 1190.0 0109 2,060.84 080309 N 1194.0 0110 809.11 061509 N 0992.1 116 0001 879,000.00 E.W. @ L.S.(+) 090509 N CT01 0 1,484,661.93 TOTAL THIS ESTIMATE 26,974,946.13 TOTAL PREVIOUS ESTIMATE 28,459,608.06 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/21/09 EST. NO.27 TIME 07:15 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OCIP DEDUCT 1&2 -812,825.30 03 OCIP DEDUCT EST #4 -639,901.36 04 OCIP DEDUCTION -412,322.47 05 RETURN PREV CCIP DED 726,363.33 05 OCIP DEDUCTION -275,587.12 06 OCIP DEDUCTION -304,058.95 08 OCIP DEDUCTION -486,450.29 09 OCIP -338,410.60 10 OCIP -389,452.40 11 OCIP -491,873.44 12 LABOR COMPLIANCE 10,000.00 13 OCIP 429,576.54 13 OCIP -248,383.60 14 OCIP OVERPAYMENT JVL -429,576.50 14 CORRECT OCIP 2.3 PCT 2,420,570.00 15 LCV OVERPAY JULY -10,000.00 15 OCIP 1.3% DEDUCTION -75,994.71 16 OCIP 1.3% -72,441.71 17 OCIP 1.3% -100,587.93 18 OCIP 1.3% -120,929.40 19 OCIP 1.3% -48,581.00 20 OCIP 1.3% -53,324.80 21 OCIP 1.3% -77,761.50 22 OCPI 1.3% -46,553.80 23 OCIP 1.3% -52,407.30 24 OCIP 1.3% -89,286.65 25 OCIP 1.3% -61,973.00 26 OCIP 1.3% -44,599.30 27 -44,599.30 -2,096,773.26 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -20,000.00 14 RETURN LCV DEDUCTION 20,000.00 15 LABOR COMPLIANCE -10,000.00 16 LABOR COMPLIANCE -10,000.00 19 LETTER 1320 -10,000.00 20 DILLARD LC ISSUE -7,000.00 21 LETTER 1385 10,000.00 21 LETTER 1433 -10,000.00 22 LETTER 1496 -1,000.00 23 RESOLVE DILLARD LCV 7,000.00 23 LETTER 1551 -10,000.00 24 LETTER 1600 -10,000.00 25 RET LTR 1271 & 1496 11,000.00 25 LETTER 1627 -1,000.00 26 RET LTR 1320 & 1551 40,000.00 26 LETTER 1664 -5,000.00 27 -5,000.00 -6,000.00 TOTAL DEDUCTIONS -49,599.30 -2,102,773.26 PROGRAM CAS145 PAGE 1 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 LOCATION PROGRESS ESTIMATE 04-ALA-80-1.0/1.7 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND FROM P.O. BOX 620 1.6 KM WEST OF THE TOLL PLAZA TO NORTH HIGHLAND, CA 95660 0.3 KM WEST OF THE TOLL PLAZA FED. AID NO. N O N E CONSTRUCT BRIDGE AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TRANSPORTATION FOR THE ENGINEER LS 100,000.0000 100,000.00 0.000 0.00 02 ESTABLISH MARINE ACCESS LS 7840,000.0000 7,840,000.00 0.010 78,400.00 0.880 6,899,200.00 03 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 200,000.0000 200,000.00 0.020 4,000.00 0.940 188,000.00 DATA DELIVERY 04 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.030 1,500.00 0.920 46,000.00 05 DOCUMENT MANAGEMENT SYSTEM LS 404,400.0000 404,400.00 0.010 4,044.00 0.945 382,158.00 06 TIME-RELATED OVERHEAD LS 0.0000 20,000,000.00 0.037 740,000.00 0.925 18,500,000.00 07 ENGINEER'S INSPECTION FACILITY LS 100,000.0000 100,000.00 0.000 0.00 08 TEMPORARY HIGH VISIBILITY FENCE M 20.0000 22,200.00 600.000 12,000.00 09 FURNISH AND REMOVE TEMPORARY TOWER LS 250,000.0000 250,000.00 0.900 225,000.00 (HINGE E) 10 REMOVE SKYWAY TEMPORARY TOWER LS 100,000.0000 100,000.00 0.000 0.00 11 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 12 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 13 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.030 4,500.00 0.737 110,550.00 14 PREPARE TURBIDITY CONTROL PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 15 NON-STORM WATER DISCHARGES LS 50,000.0000 50,000.00 0.010 500.00 0.970 48,500.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 30,000.00 1.000 15,000.00 17 TEMPORARY COVER M2 10.0000 30,000.00 1,116.000 11,160.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 75,000.0000 75,000.00 0.040 3,000.00 0.920 69,000.00 19 CONSTRUCTION SURVEYING LS 50,000.0000 50,000.00 0.010 500.00 0.970 48,500.00 20 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.010 500.00 0.950 47,500.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 1,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY METAL BEAM GUARD RAILING M 80.0000 40,000.00 125.000 10,000.00 500.000 40,000.00 S) 24 TEMPORARY END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.250 500.00 1.000 2,000.00 S) 25 TEMPORARY ALTERNATIVE FLARED TERMINAL EA 7,000.0000 7,000.00 0.250 1,750.00 1.000 7,000.00 S) SYSTEM 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 45,000.00 0.000 0.00 S) 27 TEMPORARY TRAFFIC SCREEN (LEFT-IN-PLACE) M 3.0000 4,500.00 970.000 2,910.00 S) 28 ABANDON CULVERT EA 5,000.0000 5,000.00 0.000 0.00 29 ABANDON INLET EA 2,000.0000 2,000.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 20.0000 19,400.00 642.000 12,840.00 31 REMOVE CHAIN LINK FENCE WITH BARBED WIRE M 25.0000 4,500.00 73.000 1,825.00 32 REMOVE GATE EA 250.0000 2,000.00 1.000 250.00 2.000 500.00 33 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,500.00 0.000 0.00 34 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 6,650.00 361.000 1,805.00 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,640.00 935.000 3,740.00 3,281.000 13,124.00 36 REMOVE PAVEMENT MARKER EA 2.0000 1,900.00 316.000 632.00 647.000 1,294.00 37 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 38 REMOVE WOODEN UTILITY POLE EA 1,500.0000 13,500.00 9.000 13,500.00 39 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 40 REMOVE ASPHALT CONCRETE DIKE M 8.0000 4,720.00 0.000 0.00 41 REMOVE ASBESTOS CEMENT PIPE M 165.0000 16,500.00 100.000 16,500.00 S) 42 REMOVE BASE AND SURFACING M3 55.0000 11,550.00 0.000 0.00 43 RECONSTRUCT ROCK SLOPE PROTECTION M3 165.0000 4,290.00 0.000 0.00 (1T, METHOD B) 44 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 2,000.00 0.000 0.00 45 RELOCATE CHANGEABLE MESSAGE SIGN 65 EA 2,000.0000 2,000.00 0.000 0.00 S) 46 SEWER VIDEO SURVEY LS 100,000.0000 100,000.00 1.000 100,000.00 S) 47 VIBRATION MONITORING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 48 REMOVE CONCRETE M3 200.0000 2,200.00 0.000 0.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 12.0000 9,216.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 35.0000 4,200.00 0.000 0.00 51 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 29,000.00 477.000 23,850.00 52 REMOVE CONCRETE SLAB BARRIER M 100.0000 19,000.00 0.000 0.00 53 CAP INLET EA 2,000.0000 2,000.00 0.000 0.00 54 REMOVE CRASH CUSHION (SAND FILLED) EA 350.0000 9,800.00 28.000 9,800.00 28.000 9,800.00 55 JACKING SUPERSTRUCTURE (HINGE E) LS 50,000.0000 50,000.00 0.000 0.00 56 JACKING SUPERSTRUCTURE LS 40,000.0000 40,000.00 0.000 0.00 (TEMPORARY BENT E19AR) 57 CLEARING AND GRUBBING LS 22,400.0000 22,400.00 0.010 224.00 0.970 21,728.00 58 ROADWAY EXCAVATION M3 65.0000 1,690,000.00 19,560.000 1,271,400.00 59 ROADWAY EXCAVATION (TYPE H) M3 700.0000 42,000.00 0.000 0.00 60 STRUCTURE EXCAVATION (DUCT BANK) M3 150.0000 262,500.00 1,750.000 262,500.00 61 STRUCTURE EXCAVATION (TYPE HR) M3 200.0000 66,000.00 330.000 66,000.00 (DUCT BANK) 62 STRUCTURE EXCAVATION (TYPE H)(DUCT BANK) M3 160.0000 851,200.00 679.000 108,640.00 5,320.000 851,200.00 63 STRUCTURE EXCAVATION (TYPE H) M3 30.0000 5,700.00 150.000 4,500.00 (BUILDING) 64 STRUCTURE EXCAVATION (TYPE D) M3 160.0000 2,240,000.00 14,000.000 2,240,000.00 F) 65 STRUCTURE EXCAVATION (TYPE DH) M3 190.0000 323,000.00 1,700.000 323,000.00 F) 66 STRUCTURE EXCAVATION (TYPE H) M3 230.0000 724,500.00 3,150.000 724,500.00 F) 67 STRUCTURE EXCAVATION (CLASS II) M3 330.0000 261,030.00 791.000 261,030.00 F) 68 STRUCTURE EXCAVATION (CLASS II)(TYPE D) M3 260.0000 285,480.00 1,098.000 285,480.00 F) 69 STRUCTURE BACKFILL (DUCT BANK) M3 40.0000 261,600.00 5,825.000 233,000.00 70 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 236,000.00 5,476.000 219,040.00 F) 71 STRUCTURE BACKFILL (RSP) M3 140.0000 96,600.00 575.000 80,500.00 72 LIGHTWEIGHT EMBANKMENT MATERIAL M3 80.0000 1,328,000.00 16,600.000 1,328,000.00 (CELLULAR CONCRETE) 73 STRAW (EROSION CONTROL) TONN 320.0000 1,920.00 0.000 0.00 S) 74 FIBER (EROSION CONTROL) KG 1.0000 850.00 0.000 0.00 S) 75 FIBER ROLLS M 15.0000 13,350.00 760.000 11,400.00 S) 76 COMPOST (EROSION CONTROL) M3 400.0000 2,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 0.000 0.00 S) 78 PURE LIVE SEED (EROSION CONTROL) KG 300.0000 27,000.00 0.000 0.00 S) 79 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 760.00 0.000 0.00 S) 80 NPS 12 WATER LINE (BRIDGE) M 400.0000 136,000.00 240.000 96,000.00 240.000 96,000.00 81 NPS 10 SEWER LINE (BRIDGE) M 500.0000 100,000.00 0.000 0.00 82 NPS 18 SEWER CASING PIPE (BRIDGE) M 700.0000 133,000.00 0.000 0.00 83 NPS 4 AIR LINE (BRIDGE) M 100.0000 20,000.00 0.000 0.00 84 NPS 6 RECLAIMED WATER LINE (BRIDGE) M 375.0000 127,500.00 240.000 90,000.00 240.000 90,000.00 85 CLASS 3 AGGREGATE BASE M3 70.0000 522,900.00 4,406.000 308,420.00 86 ASPHALT CONCRETE (TYPE A) TONN 92.5000 1,304,250.00 6,971.000 644,817.50 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 3,000.00 0.000 0.00 88 FURNISH PILING (CLASS 400) M 60.0000 9,900.00 243.180 14,590.80 89 DRIVE PILE (CLASS 400) EA 5,000.0000 40,000.00 8.000 40,000.00 S) 90 FURNISH 1.8 M CAST-IN-STEEL SHELL M 7,200.0000 35,272,800.00 4,899.000 35,272,800.00 CONCRETE PILING 91 DRIVE 1.8 M CAST-IN-STEEL SHELL CONCRETE EA 100,000.0000 10,400,000.00 104.000 10,400,000.00 S) PILE 92 FURNISH PRECAST PRESTRESSED PILING M 200.0000 246,800.00 1,234.000 246,800.00 (610 MM OCTAGONAL) 93 DRIVE PRECAST PRESTRESSED PILE EA 7,000.0000 266,000.00 38.000 266,000.00 S) (610 MM OCTAGONAL) 94 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 615.0000 119,310.00 194.000 119,310.00 PILING (914 MM) 95 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 18,000.0000 90,000.00 5.000 90,000.00 S) PILE (914 MM) 96 PRESTRESSING, LONGITUDINAL LS 1500,000.0000 1,500,000.00 0.055 82,500.00 0.817 1,225,500.00 S) 97 PRESTRESSING, TRANSVERSE LS 450,000.0000 450,000.00 0.055 24,750.00 0.817 367,650.00 S) 98 PRESTRESSING, HIGH STRENGTH BARS LS 50,000.0000 50,000.00 0.165 8,250.00 0.830 41,500.00 S) 99 LEVELING CONCRETE M3 450.0000 477,000.00 1,060.000 477,000.00 F) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING, M3 450.0000 2,376,450.00 5,281.000 2,376,450.00 F) LOCATION A 01 STRUCTURAL CONCRETE, BRIDGE FOOTING, M3 450.0000 2,972,700.00 6,474.800 2,913,660.00 F) LOCATION B (BAY) 02 STRUCTURAL CONCRETE, BRIDGE, LOCATION A M3 850.0000 1,402,500.00 82.000 69,700.00 1,567.000 1,331,950.00 F) 03 STRUCTURAL CONCRETE, BRIDGE, LOCATION B M3 2,465.0000 32,045,000.00 688.000 1,695,920.00 12,101.000 29,828,965.00 F) (BAY) PROGRAM CAS145 PAGE 5 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BIKEPATH M3 1,000.0000 205,000.00 0.000 0.00 F) 05 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 160,000.00 320.000 160,000.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 48,750.00 65.000 48,750.00 F) (TYPE N) 07 UTILITY VAULT EA 7,500.0000 15,000.00 1.000 7,500.00 1.000 7,500.00 F) 08 SPECIAL PILE FOOTING FOUNDATION EA 20,000.0000 40,000.00 1.000 20,000.00 F) 09 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 39,450.00 17.410 26,115.00 F) 10 FRACTURED RIB TEXTURE M2 300.0000 20,100.00 67.000 20,100.00 F) 11 EPOXY GROUT DOWEL M 45.0000 62,235.00 1,383.000 62,235.00 S) 12 FURNISH PRECAST CONCRETE SLAB (BIKEPATH) EA 4,500.0000 189,000.00 0.000 0.00 13 ERECT PRECAST CONCRETE SLAB (BIKEPATH) EA 2,000.0000 84,000.00 0.000 0.00 14 PRECAST WALL (TYPE 1) M2 300.0000 96,000.00 320.000 96,000.00 SF) 15 PRECAST WALL (TYPE 2) M2 270.0000 378,000.00 1,400.000 378,000.00 SF) 16 FURNISH POLYESTER CONCRETE OVERLAY M3 2,400.0000 38,400.00 0.000 0.00 SF)(20 MM) 17 PLACE POLYESTER CONCRETE OVERLAY (20 MM) M2 50.0000 38,400.00 0.000 0.00 SF) 18 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 22,500.00 0.000 0.00 SF)(12 MM) 19 PLACE POLYESTER CONCRETE OVERLAY (12 MM) M2 80.0000 58,880.00 0.000 0.00 SF) 20 PTFE BEARING EA 10,000.0000 30,000.00 3.000 30,000.00 SF) 21 PTFE SPHERICAL BEARING EA 5,000.0000 50,000.00 10.000 50,000.00 SF) 22 SEISMIC JOINT (HINGE EW) LS 150,000.0000 150,000.00 0.000 0.00 S) 23 SEISMIC JOINT (HINGE EE) LS 150,000.0000 150,000.00 0.000 0.00 S) 24 SEISMIC JOINT (HINGE FW) LS 150,000.0000 150,000.00 0.000 0.00 S) 25 SEISMIC JOINT (ABUTMENT E23L) LS 120,000.0000 120,000.00 0.000 0.00 S) 26 BIKEPATH EXPANSION JOINT M 2,000.0000 10,000.00 0.000 0.00 S) 27 INSTALL CIRCULAR SEGMENTED BEARING EA 750.0000 48,000.00 48.000 36,000.00 S) (HINGE E) 28 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,980,000.00 75,000.000 150,000.00 2,439,214.000 4,878,428.00 SF) 29 BAR REINFORCING STEEL (BARRIER SLAB) KG 3.0000 54,900.00 18,300.000 54,900.00 SF) 30 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4000 12,912,000.00 5,188,102.000 12,451,444.80 SF)(BRIDGE) PROGRAM CAS145 PAGE 6 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 HEADED BAR REINFORCEMENT EA 26.0000 2,548,000.00 98,000.000 2,548,000.00 SF) 32 SERVICE PLATFORM EA 50,000.0000 150,000.00 0.000 0.00 SF) 33 INSTALL STRUCTURAL STEEL (BRIDGE) EA 15,000.0000 60,000.00 1.750 26,250.00 SF)(PIPE BEAM) 34 FURNISH SIGN STRUCTURE (TRUSS) KG 15.0000 113,115.00 0.000 0.00 F) 35 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 11,311.50 0.000 0.00 SF) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 375.00 0.000 0.00 (1.6 MM-FRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 3,000.00 12.000 3,000.00 (2.0 MM-FRAMED) 38 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0.00 39 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 2.000 1,200.00 40 TIMBER BULKHEAD EA 500.0000 1,000.00 2.000 1,000.00 41 450 MM PLASTIC PIPE M 520.0000 23,920.00 26.000 13,520.00 42 600 MM PLASTIC PIPE M 413.0000 247,800.00 505.000 208,565.00 43 450 MM (ALTERNATIVE SLOTTED PIPE) M 200.0000 132,000.00 0.000 0.00 44 JACKED 915 MM WELDED STEEL PIPE M 2,500.0000 172,500.00 0.000 0.00 S) 45 CLASS 3 PERMEABLE MATERIAL M3 150.0000 22,500.00 0.000 0.00 46 ROCK SLOPE PROTECTION (1T, METHOD B) M3 275.0000 354,750.00 1,286.000 353,650.00 47 GEOTEXTILE REINFORCEMENT FABRIC M2 2.2000 1,430.00 0.000 0.00 48 GEOTEXTILE FILTER FABRIC M2 1.6500 1,419.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 8,500.00 0.000 0.00 CONSTRUCTION) 50 MISCELLANEOUS IRON AND STEEL KG 6.0000 22,152.00 1,916.000 11,496.00 SF) 51 MISCELLANEOUS METAL KG 5.0000 9,800.00 1,960.000 9,800.00 1,960.000 9,800.00 SF)(RESTRAINER - CABLE TYPE) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,490,000.00 5,000.000 50,000.00 130,000.000 1,300,000.00 SF) 53 BRIDGE DECK DRAINAGE SYSTEM LS 120,000.0000 120,000.00 0.100 12,000.00 0.900 108,000.00 SF) 54 CHAIN LINK FENCE (TYPE CL-2.4) M 200.0000 4,400.00 0.000 0.00 55 2.4 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,500.0000 5,000.00 0.000 0.00 56 QWICK KURB CHANNELIZER SYSTEM M 350.0000 133,000.00 372.500 130,375.00 372.500 130,375.00 S) 57 DELINEATOR (CLASS 1) EA 60.0000 2,700.00 32.000 1,920.00 32.000 1,920.00 PROGRAM CAS145 PAGE 7 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 GUARD RAILING DELINEATOR EA 50.0000 6,500.00 0.000 0.00 59 CONCRETE BARRIER (TYPE K) M 150.0000 225,000.00 988.000 148,200.00 60 BIKEPATH RAILING M 500.0000 185,000.00 0.000 0.00 SF) 61 CRASH CUSHION MODULE, SAND FILLED EA 500.0000 7,000.00 14.000 7,000.00 14.000 7,000.00 S) 62 CONCRETE BARRIER (TYPE 60S) M 150.0000 9,750.00 58.000 8,700.00 63 CONCRETE BARRIER (TYPE 60SC) M 170.0000 79,900.00 423.000 71,910.00 64 CONCRETE BARRIER (TYPE 732 MODIFIED) M 180.0000 256,680.00 910.000 163,800.00 F) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,060.00 727.000 1,454.00 1,131.000 2,262.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,440.00 1,785.000 3,570.00 2,851.000 5,702.00 S) (BROKEN 10.98 M - 3.66 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 68 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 2,790.00 2,790.000 2,790.00 S) 69 PAINT PAVEMENT MARKING M2 500.0000 1,200.00 0.000 0.00 S) 70 PARKING BUMPER (PRECAST CONCRETE) EA 400.0000 800.00 0.000 0.00 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,410.00 540.000 1,620.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,250.00 300.000 1,500.00 S) 73 TEMPORARY UNDERGROUND AND ROADWAY LS 200,000.0000 200,000.00 0.894 178,800.00 S) AT-GRADE 74 UNDERGROUND AND ROADWAY AT-GRADE LS 2000,000.0000 2,000,000.00 0.846 1,692,000.00 S) 75 MOLE SUBSTATION ELECTRICAL LS 500,000.0000 500,000.00 0.020 10,000.00 0.803 401,500.00 S) 76 ROADWAY AND GIRDER LEVEL WESTBOUND LS 1000,000.0000 1,000,000.00 0.900 900,000.00 S) 77 ROADWAY AND GIRDER LEVEL EASTBOUND LS 500,000.0000 500,000.00 0.610 305,000.00 S) 78 SCADA REMOTE TERMINAL UNIT SYSTEM LS 100,000.0000 100,000.00 0.800 80,000.00 S) 79 STRONG MOTION DETECTION SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 S) 80 CALL BOX SYSTEM LS 7,000.0000 7,000.00 0.000 0.00 S) 81 ROADWAY LIGHTING ASSEMBLY LS 100,000.0000 100,000.00 1.000 100,000.00 S) 82 TRAFFIC OPERATION SYSTEM LS 50,000.0000 50,000.00 0.150 7,500.00 0.950 47,500.00 S) 83 BUILDING WORK LS 350,000.0000 350,000.00 0.530 185,500.00 S) (MOLE SUBSTATION - ARCHITECTURAL) 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 REMOVE TEMPORARY ACCESS TRESILE LS 100,000.0000 100,000.00 0.900 90,000.00 86 PHOTO SURVEY OF EXISTING FACILITIES LS 15,000.0000 15,000.00 1.000 15,000.00 87 ELECTRICAL SYSTEM ANALYSIS LS 35,000.0000 35,000.00 0.000 0.00 88 OTD MOBILIZATION LS 7111,444.0000 17,111,444.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 07:15 AM ESTIMATE NO. 27 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 3,430,719.00 148,700,490.10 ADJUSTMENT OF COMPENSATION 181,479.21 21,390,738.46 EXTRA WORK 1,303,182.72 7,068,869.60 SUBTOTAL AMOUNT EARNED 4,915,380.93 177,160,098.16 ORIGINAL CONTRACT AMOUNT 177,777,777.50 TOTAL WORK COMPLETED 4,915,380.93 177,160,098.16 MATERIALS ON HAND ON SITE 2,409,734.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -49,599.30 -2,102,773.26 TOTAL 4,865,781.63 177,467,059.88 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 08/07/07 650 08/22/07 10/01/07 05/13/10 758 3 184 22 92% 88% PROGRESS IS SATISFACTORY GHAFGHAZI, BEN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/09