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 11/23/15 EST. NO. 045 TIME 07:02 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- 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 0146 2,001.83 E.W. @ F.A.(+) 101615 N 1100.0 003 0053 1,875.00 E.W. @ U.P (+) 082815 N 1070.0 123 0020 16,812.54 E.W. @ F.A.(+) 100115 Y 1071.0 0021 15,842.04 100215 Y 1072.0 0022 3,237.22 100515 Y 1073.0 0023 6.24 100515 Y 1073.1 0024 84,560.52 100915 Y 1074.0 0025 206.72 100515 Y 1075.1 0026 593.54 100615 Y 1076.0 0027 88.03 100615 Y 1077.1 0028 6.24 100615 Y 1078.1 0029 248.41 100815 Y 1079.1 0030 93.96 100715 Y 1080.1 0031 6,056.78 100915 Y 1082.0 0032 258.20 100915 Y 1082.1 0033 14,783.43 100915 Y 1083.0 0034 4,636.63 101215 Y 1084.0 0035 133.02 101215 Y 1084.1 0036 13,215.51 101215 Y 1085.0 0037 13,771.85 101315 Y 1086.0 0038 63.25 101315 N 1086.1 0039 282.17 101315 Y 1087.0 0040 27.86 101315 Y 1087.1 0041 38,449.42 100715 Y 1088.0 0042 2,807.57 100215 Y 1089.0 0043 7,013.04 100715 Y 1090.0 0044 8,041.85 101315 Y 1091.0 0045 141.05 101315 Y 1092.0 0046 1,015.04 101315 Y 1093.0 0047 81.13 101415 Y 1094.1 0048 11,882.04 101415 Y 1095.0 0049 270.15 101415 Y 1095.1 0050 4,051.03 101515 Y 1096.0 0051 158.05 101515 Y 1096.1 0052 14,331.33 101515 Y 1097.0 0053 11,301.13 101615 Y 1098.0 0054 3,057.70 101615 Y 1099.0 0055 206.33 101615 Y 1099.1 0056 17,557.43 100515 Y 1075.0 0057 14,115.61 100615 Y 1077.0 0058 6,250.19 100615 Y 1078.0 0059 12,368.56 100815 Y 1079.0 0060 15,582.73 100715 Y 1080.0 0061 7,095.95 100815 Y 1081.0 0062 5,369.93 101415 Y 1094.0 0063 -60,834.84 A.C. @ U.P.(-) 111015 N C-1 0 0064 45.19 E.W. @ F.A.(+) 093015 Y 1057.3 0065 3,111.86 101215 Y 1084.2 0066 509.21 101215 Y 1084.3 0067 3,111.86 101315 Y 1091.1 0068 509.21 101315 Y 1092.1 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 11/23/15 EST. NO. 045 TIME 07:02 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0069 3,118.26 093015 Y 1102.0 0070 84,560.52 100515 Y 1103.0 0070-1 -84,560.52 100515 Y 1103.0 DAO CORRECTING ENTRY 0071 12,670.38 100915 Y 1104.0 0072 3,145.23 101615 Y 1105.0 0073 14,183.17 101615 Y 1106.0 0074 680.45 101815 Y 1107.0 0075 13,762.50 101915 Y 1108.0 0076 85.42 101915 Y 1108.1 0077 104.37 101915 Y 1109.0 0078 9,703.15 101915 Y 1110.0 0079 374.87 102015 Y 1111.0 0080 254.53 093015 Y 1056.2 0081 73.27 093015 Y 1056.3 0082 436.04 093015 Y 1057.2 0083 4,339.50 092515 Y 1112.0 0084 6,122.38 101315 Y 1113.0 0085 2,325.50 102015 Y 1114.0 0086 10,225.11 102015 Y 1115.0 0087 11,532.89 102015 Y 1116.0 0088 136.51 102015 Y 1116.1 0089 2,130.08 101515 Y 1118.0 0090 14,033.05 102215 Y 1119.0 0091 4,315.20 101615 Y 1120.0 0092 104.37 102015 Y 1121.0 0093 817.88 100115 Y 1058.2 0094 8,561.25 102015 Y 1117.0 0095 11,219.10 102115 Y 1122.0 0096 189.17 102115 Y 1122.1 0097 13,624.46 102115 Y 1123.0 0098 1,203.25 100115 N 1124.0 0099 1,203.25 100215 N 1125.0 0100 1,203.25 100515 N 1126.0 0101 1,203.25 100615 N 1127.0 0102 1,203.25 100715 N 1128.0 0103 1,203.25 100815 N 1129.0 0104 1,203.25 100915 N 1130.0 0105 1,203.25 101215 N 1131.0 0106 1,203.25 101315 N 1132.0 0107 1,575.10 101415 N 1133.0 0108 1,894.59 101515 N 1134.0 0109 1,203.25 101615 N 1135.0 0110 1,575.10 101915 N 1136.0 0111 1,575.10 102015 N 1137.0 0112 162,872.22 103115 N 1138.0 0113 -27,690.18 A.C. @ U.P.(-) 111615 N C-1130 0114 4,938.08 E.W. @ F.A.(+) 102115 Y 1139.0 0115 7,419.54 102215 Y 1140.0 0116 15,205.22 102215 Y 1141.0 0117 7,308.14 102215 Y 1142.0 0118 48.72 102215 Y 1142.1 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 11/23/15 EST. NO. 045 TIME 07:02 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0119 11,415.12 102315 Y 1144.0 0120 14,183.30 100215 Y 1145.0 0121 119.89 101515 Y 1146.0 0122 1,677.46 102415 Y 1147.0 0123 7,417.75 092515 Y 1148.0 0124 16,014.77 102415 Y 1149.0 0125 11,315.12 102415 Y 1150.0 0126 11,147.39 102415 Y 1151.0 0127 50.34 102415 Y 1151.1 0128 23,064.82 102615 Y 1153.0 0129 12,177.07 102715 Y 1154.0 0130 23,993.07 102715 Y 1155.0 0131 10,806.30 102715 Y 1156.0 0132 25.17 102715 Y 1156.1 0133 10,006.89 102815 Y 1158.0 0134 35.12 102815 Y 1158.1 0135 1,427.71 102815 Y 1158.2 0136 229.53 102815 Y 1159.0 0137 16,476.97 102315 Y 1143.0 0138 10,171.83 102615 Y 1152.0 0139 20,950.26 102815 Y 1157.0 0140 15,299.57 102915 Y 1160.0 0141 1,216.31 102915 Y 1161.0 0142 3,730.10 102915 Y 1162.0 0143 5.51 102915 Y 1162.1 0144 550.00 103015 Y 1164.0 0145 15,729.09 100515 Y 1165.0 0146 4,814.78 103015 Y 1166.0 0147 2,610.52 103015 Y 1167.0 0148 91.47 110215 Y 1168.0 0149 2,600.23 110215 Y 1169.0 0150 3,678.72 110215 Y 1170.0 0151 4,054.60 110515 Y 1171.0 0152 6,147.90 110515 Y 1172.0 0153 15,274.03 102615 Y 1173.0 0154 5,989.50 102815 Y 1174.0 0155 17,352.66 103015 Y 1175.0 0156 12,208.48 110215 Y 1176.0 0157 5,916.32 110215 Y 1177.0 0158 1,259.63 110215 Y 1178.0 0160 12,977.66 110315 Y 1180.0 0161 5,316.97 110315 Y 1181.0 0163 131.33 092915 Y 1183.0 0164 513.82 092915 Y 1184.0 0165 247.39 102315 Y 1187.0 0166 1,211.76 102915 Y 1188.0 0167 44,688.72 100215 N 1189.0 0168 18,260.66 102015 N 1190.0 0169 2,996.15 102115 N 1191.0 0170 3,352.81 102215 N 1192.0 0171 22,338.39 102315 N 1193.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 11/23/15 EST. NO. 045 TIME 07:02 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0172 29,296.20 102615 N 1194.0 0173 27,569.80 102715 N 1195.0 0174 25,688.16 102815 N 1196.0 0175 34,332.40 102915 N 1197.0 0176 32,196.97 103015 N 1198.0 0177 26,723.38 103115 N 1199.0 0178 6,942.51 103115 N 1200.0 0179 430.19 093015 Y 1185.0 0180 215.57 102615 Y 1186.0 0181 -20,972.30 A.C. @ U.P.(-) 112015 N C-1810 1,239,116.80 TOTAL THIS ESTIMATE 8,747,693.81 TOTAL PREVIOUS ESTIMATE 9,986,810.61 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 11/23/15 EST. NO. 045 TIME 07:02 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO NOISE MONITORING -5,000.00 004 DEC PROG SCH UPDATE -10,000.00 005 INITIAL BAT SURVEY -5,000.00 005 NO NOISE MONITORING 5,000.00 005 DEC PROG SCH UPDATE 10,000.00 006 INITIAL BAT SURVEY 5,000.00 006 TRIP REDUCTION PLAN -50,000.00 006 2-12 BMPTC01 OUTSPEC -50,000.00 006 FEB12 PROG SCH UPDAT -30,000.00 007 TRIP REDUCTION PLAN 50,000.00 007 2-12 BMPTC01 OUTSPEC 50,000.00 007 FEB12 PROG SCH UPDAT 30,000.00 008 APR12 PROG SCH UPDAT -100,000.00 009 MAY12 PROG SCH UPDAT -103,925.20 010 PCC10264(B)MOBILIZAT -4,506,499.99 010 APR 12 PROG SCH UPDA 100,000.00 011 MAY 12 PROG SCH UPDA 103,925.20 011 ITEM 132-134 INSPCTN -5,000.00 012 RESTAKE 19&20 8-8-11 -2,000.00 012 ITEM 234-248 INSPECT -5,000.00 013 PCC10264(B)MOBILIZAT 4,506,499.99 014 RESTAK69,74,75,78,84 -4,970.00 018 RESTK90-92,94,99,103 -5,325.00 020 NONPERFORM ITEMS 1&5 -390,275.85 027 RESTK105,106,107,138 -4,260.00 027 ITEM 150 INSPECTION -5,000.00 028 ITEM 151-155 INSPCTN -5,000.00 028 NONPERFORM ITEMS 1&5 390,275.85 029 NONPERFORM ITEM10&16 -200,000.00 031 NONPERFORM ITEM10&16 200,000.00 032 ANOMALY 7D 9E 9F 10D -9,794.33 033 CIDH ANOMALY 17D 22C -18,224.80 033 RESTAK155,184,187188 -2,840.00 033 CIDH ANOMALY 3D &14D -1,157.80 034 ITEM160 OUTOFST INSP -5,000.00 035 JPCP OUTOFSPEC110714 -715.75 035 0.00 -74,287.68 OVERBID ITEMS OVERBID ITEM NO. 262 -451,678.52 006 OVERBID ITEM NO. 262 -225,839.26 010 OVERBID ITEM NO. 262 -180,671.40 016 OVERBID ITEM NO. 262 -45,167.86 034 0.00 -903,357.04 TOTAL DEDUCTIONS 0.00 -977,644.72 PROGRAM CAS145 PAGE 1 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 LOCATION PROGRESS ESTIMATE 07-LA-47-3.4/4.6 ----------------- M C M CONSTRUCTION INC IN LOS ANGELES COUNTY IN LONG BEACH 460 N. HENRY FORD AVENUE AND LOS ANGELES ON ROUTE 47 FROM WILMIMGTON, CA 90744 OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET FED. AID NO. NHBR-P047(10)N REPLACE STEEL BRIDGE WITH CIP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,797,500.00 22.000 77,000.00 916.000 3,206,000 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 570.00 175.000 525 004 ESTABLISH MARINE ACCESS LS 7,000,000.0000 7,000,000.00 0.745 5,215,000 005 CONTRACTOR FURNISHED RESIDENT LS 48,000.0000 48,000.00 0.010 480.00 0.850 40,800 ENGINEER'S OFFICE 006 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.010 1,000.00 0.860 86,000 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.002 10.00 0.858 4,290 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.0000 50,000.00 400.000 800.00 3,404.000 6,808 009 TEMPORARY SILT FENCE LF 3.0000 51,000.00 1,545.000 4,635 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 12.000 18,000 011 TEMPORARY COVER SQYD 6.0000 3,600.00 5,582.000 33,492 012 TEMPORARY CHECK DAM LF 5.0000 600.00 312.000 1,560 013 MOVE-IN/MOVE-OUT EA 500.0000 15,000.00 7.000 3,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 20.000 6,000 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 90,800.00 20,459.000 20,459 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 100,000.0000 100,000.00 0.010 1,000.00 0.820 82,000 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.010 500.00 0.910 45,500 018 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 19.000 9,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 1.000 500.00 9.000 4,500 021 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0 022 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.003 90.00 0.813 24,390 PROGRAM CAS145 PAGE 2 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.010 1,000.00 0.790 79,000 024 TRIP REDUCTION PROGRAM LS 250,000.0000 250,000.00 0.238 59,500 025 TYPE III BARRICADE EA 100.0000 3,700.00 6.000 600 026 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 19,000.00 305.000 15,250 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 2.000 2,000 028 TEMPORARY RAILING (TYPE K) LF 14.0000 436,800.00 640.000 8,960.00 29,340.000 410,760 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 85,000.00 11.000 2,750.00 254.000 63,500 030 TEMPORARY RETAINING WALL SQFT 16.0000 113,280.00 3,343.910 53,502 031 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 10,659.00 7,809.000 13,275 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 120,000.0000 120,000.00 0.580 69,600 034 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 PEREGRINE FALCON NEST EA 15,000.0000 15,000.00 0.000 0 036 NOISE MONITORING LS 95,000.0000 95,000.00 0.007 665.00 0.853 81,035 037 ABANDON INLET EA 1,900.0000 24,700.00 1.000 1,900 038 ABANDON PIPELINE LF 11.0000 17,270.00 350.000 3,850 039 REMOVE FENCE LF 5.0000 14,000.00 2,549.000 12,745 040 REMOVE GATE EA 250.0000 1,000.00 2.000 500 041 REMOVE METAL BEAM GUARD RAILING LF 9.0000 8,910.00 859.000 7,731 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 16,940.00 29,605.000 20,723 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4000 648.00 727.000 1,744 044 REMOVE PAVEMENT MARKER EA 2.0000 2,560.00 3,848.000 7,696 045 REMOVE ROADSIDE SIGN EA 150.0000 450.00 0.000 0 046 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000 047 REMOVE ROCK SLOPE PROTECTION CY 8.0000 34,880.00 940.000 7,520 048 REMOVE PIPE LF 42.0000 160,440.00 1,395.000 58,590 049 REMOVE INLET EA 1,600.0000 43,200.00 22.000 35,200 PROGRAM CAS145 PAGE 3 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 REMOVE RETAINING WALL SQFT 12.0000 63,000.00 9,940.500 119,286 052 REMOVE CONCRETE PAVEMENT SQYD 3.0000 15,510.00 4,648.000 13,944 053 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0 054 ADJUST MANHOLE TO GRADE EA 2,800.0000 2,800.00 0.000 0 055 REMOVE CONCRETE CURB LF 3.5000 2,695.00 700.000 2,450 056 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 19,680.00 3,008.000 18,048 057 REMOVE CONCRETE SIDEWALK SQFT 1.5000 1,170.00 620.000 930 058 REMOVE CONCRETE BARRIER LF 20.0000 79,400.00 3,146.000 62,920 059 REMOVE CONCRETE ISLAND SQFT 1.0000 1,130.00 0.000 0 060 REMOVE CONCRETE (MISCELLANEOUS) SQFT 1.4000 4,424.00 1,755.000 2,457 061 PLUG PIPE EA 2,800.0000 2,800.00 0.000 0 062 REMOVE CRASH CUSHION EA 500.0000 1,500.00 1.000 500 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 600,000.0000 600,000.00 1.000 600,000 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 700,000.0000 700,000.00 0.704 492,800 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 1,400,000.0000 1,400,000.00 0.000 0 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 7,000,000.0000 7,000,000.00 0.000 0 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 250,000.0000 250,000.00 0.950 237,500 068 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.750 45,000 069 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.008 800.00 0.832 83,200 070 ROADWAY EXCAVATION CY 17.0000 328,100.00 30,114.790 511,951 071 ROADWAY EXCAVATION (TYPE Z-2) CY 158.0000 470,840.00 2,582.000 407,956 (AERIALLY DEPOSITED LEAD) 072 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.500 3,750 073 ASBESTOS RELATED WORK LS 40,000.0000 40,000.00 0.000 0 074 COFFERDAM DEWATERING LS 65,000.0000 65,000.00 0.000 0 075 STRUCTURE EXCAVATION (TYPE A) CY 250.0000 1,793,750.00 4,203.000 1,050,750 (F) 076 STRUCTURE EXCAVATION (TYPE DC) CY 125.0000 229,750.00 1,183.494 147,936 (F) PROGRAM CAS145 PAGE 4 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE SC) CY 120.0000 102,000.00 335.000 40,200 (F) 078 STRUCTURE EXCAVATION (TYPE GC) GAL 0.3000 1,390,500.00 1,391,156.000 417,346 079 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 13,890.00 0.000 0 (F) 080 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 258,000.00 580.998 174,299 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 192,750.00 1,935.934 96,796 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 36,160.00 600.000 24,000 (F) 083 EARTH RETAINING STRUCTURE, LOCATION A SQFT 49.0000 105,840.00 0.000 0 (F) 084 EARTH RETAINING STRUCTURE, LOCATION B SQFT 49.0000 57,624.00 1,176.000 57,624 (F) 085 EARTH RETAINING STRUCTURE, LOCATION C SQFT 47.0000 195,050.00 4,075.000 191,525 (F) 086 EARTH RETAINING STRUCTURE, LOCATION D SQFT 48.0000 196,320.00 4,090.000 196,320 (F) 087 EARTH RETAINING STRUCTURE, LOCATION E SQFT 46.0000 278,300.00 0.000 0 (F) 088 IMPORTED BORROW CY 1.0000 187,000.00 39.900 39 089 HIGHWAY PLANTING LS 70,000.0000 70,000.00 0.000 0 090 IMPORTED TOPSOIL CY 40.0000 8,000.00 0.000 0 091 LANDSCAPE BOULDER 4'X3'X3' EA 500.0000 6,000.00 0.000 0 092 LANDSCAPE BOULDER 3'X3'X2' EA 350.0000 4,200.00 0.000 0 093 LANDSCAPE BOULDER 2'X2'X1 1/2' EA 250.0000 1,250.00 0.000 0 094 ROCK BLANKET (TYPE 2) SQFT 6.5000 1,053,000.00 0.000 0 095 ROCK BLANKET (TYPE 1) SQFT 7.0000 287,700.00 0.000 0 096 BROKEN CONCRETE CY 16.0000 185,600.00 0.000 0 097 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0 098 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.187 11,220 099 WATER METER (1" SIZE, LADWP) EA 2,800.0000 2,800.00 0.000 0 100 WATER METER EA 3,000.0000 3,000.00 0.000 0 (1-1/2" SIZE, PORT OF LONG BEACH) 101 IRRIGATION SLEEVE (2 1/2") LF 15.0000 1,290.00 0.000 0 102 IRRIGATION SLEEVE (6") LF 20.0000 6,600.00 0.000 0 103 12" CORRUGATED HIGH DENSITY LF 70.0000 11,900.00 0.000 0 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 28.0000 61,040.00 928.000 25,984 105 CLASS 3 AGGREGATE BASE CY 32.0000 220,480.00 2,227.930 71,293 106 LEAN CONCRETE BASE CY 200.0000 946,000.00 1,242.270 248,454 107 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 87,000.00 70.000 21,000 108 HOT MIX ASPHALT (TYPE A) TON 108.0000 324,000.00 4,073.000 439,884 109 DATA CORE LS 4,000.0000 4,000.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 1,500.00 184.400 2,766 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 5,400.00 698.000 8,376 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 1,105.00 0.000 0 113 PLACE HOT MIX ASPHALT SQYD 100.0000 1,200.00 0.000 0 (MISCELLANEOUS AREA) 114 TACK COAT TON 775.0000 1,550.00 0.000 0 115 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 2,725,000.00 2,853.520 713,380 116 CONCRETE PAVEMENT CY 350.0000 234,500.00 188.000 65,800 (RAPID STRENGTH CONCRETE) 117 SEAL PAVEMENT JOINT LF 4.5000 84,600.00 211.000 949.50 8,434.000 37,953 118 SEAL LONGITUDINAL ISOLATION JOINT LF 8.2500 174,075.00 1,543.000 12,729 119 TIE BAR EA 31.0000 7,130.00 507.000 15,717 120 DOWEL BAR EA 44.0000 15,840.00 353.000 15,532 121 GRIND EXISTING ASPHALT CONCRETE PAVEMENT SQFT 1.3500 12,960.00 0.000 0 (WEIGH-IN-MOTION) 122 GRIND EXISTING CONCRETE PAVEMENT SQFT 1.3500 11,475.00 0.000 0 (WEIGH-IN-MOTION) 123 FURNISH 18" STEEL PIPE PILING LF 350.0000 3,368,750.00 4,157.000 1,454,950 124 DRIVE 18" STEEL PIPE PILE EA 1,000.0000 77,000.00 34.000 34,000 125 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 417,500.00 0.000 0 126 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 1,125,150.00 0.000 0 127 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 504,000.00 532.200 532,200 128 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 6,374,000.00 4,583.000 4,583,000 PILING 129 156" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 1,500,800.00 525.000 735,000 PILING 130 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 3,467,200.00 1,482.000 1,630,200 PILING PROGRAM CAS145 PAGE 6 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 7,660,900.00 2,858.000 3,715,400 PILING 132 132" PERMANENT STEEL CASING LF 1,400.0000 2,039,800.00 1,000.000 1,400,000 133 144" PERMANENT STEEL CASING LF 2,400.0000 3,612,000.00 723.000 1,735,200 134 156" PERMANENT STEEL CASING LF 1,900.0000 2,023,500.00 542.500 1,030,750 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 4,000,000.0000 4,000,000.00 0.031 124,000.00 0.486 1,944,000 136 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2,400,000.0000 2,400,000.00 0.008 19,200.00 0.463 1,111,200 (TRANSVERSE) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.003 2,250.00 0.523 392,250 (HIGH-STRENGTH BARS) 138 TEMPORARY HINGE TIEDOWN ANCHOR EA 12,000.0000 96,000.00 4.000 48,000 139 SEAL COURSE CONCRETE CY 75.0000 365,850.00 2,154.000 161,550 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 327,900.00 776.005 232,801 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 37,690,400.00 31,824.000 17,503,200 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 208,950.00 409.999 143,499 (F) 143 STRUCTURAL CONCRETE, BARRIER SLAB CY 350.0000 215,250.00 362.000 126,700 (F) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 160,200.00 179.500 80,775 (F) (TYPE N) 145 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 605,000.00 16.000 16,000 (F) 146 FRACTURED RIB TEXTURE WITH WAVE PATTERN SQFT 40.0000 148,960.00 1,862.000 74,480 147 PRECAST CONCRETE ISOLATION CASING CY 500.0000 761,000.00 728.829 364,414 (F) 148 FURNISH PRECAST CONCRETE FENDER MODULE EA 50,000.0000 2,400,000.00 0.000 0 149 ERECT PRECAST CONCRETE FENDER MODULE EA 5,000.0000 240,000.00 0.000 0 150 PTFE SPHERICAL BEARING EA 8,500.0000 603,500.00 36.000 306,000 151 JOINT SEAL ASSEMBLY (MR=33") LF 4,500.0000 495,000.00 59.000 265,500 152 JOINT SEAL ASSEMBLY (MR=42") LF 4,700.0000 517,000.00 55.000 258,500 153 JOINT SEAL ASSEMBLY (MR=54") LF 3,600.0000 1,357,200.00 169.200 609,120 154 JOINT SEAL ASSEMBLY (MR=60") LF 3,700.0000 1,875,900.00 224.000 828,800 155 JOINT SEAL ASSEMBLY (MR=24") LF 4,400.0000 334,400.00 34.000 149,600 156 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 18,331,600.00 14,355,916.000 10,049,141 (F) 157 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 136,536.00 52,270.000 41,816 (F) PROGRAM CAS145 PAGE 7 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) LB 0.9000 621,000.00 347,992.270 313,193 (F) (BRIDGE) 159 HEADED BAR REINFORCEMENT EA 26.0000 402,870.00 7,337.000 190,762 (F) 160 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 495,124.80 63,028.000 239,506 (F) 161 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 39,088.80 63,028.000 18,908 (F) 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 31,540.00 693.330 13,173 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,160.00 0.000 0 (0.063"-UNFRAMED) 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 880.00 0.000 0 (0.080"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 17,400.00 693.330 6,933 (0.063"-FRAMED) 166 METAL (BARRIER MOUNTED SIGN) LB 15.0000 20,850.00 0.000 0 167 HISTORIC BRIDGE PLAQUES LS 6,500.0000 6,500.00 0.000 0 168 ROADSIDE SIGN - ONE POST EA 150.0000 8,700.00 0.000 0 169 ROADSIDE SIGN - TWO POST EA 250.0000 750.00 0.000 0 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 1,540.00 0.000 0 METHOD) 171 TREATED LUMBER AND TIMBER MFBM 1,500.0000 16,500.00 0.000 0 (F) 172 PLASTIC LUMBER CY 1,500.0000 190,500.00 0.000 0 (F) 173 UHMW SHEATHING SQFT 18.0000 221,400.00 0.000 0 (F) 174 REMOVE RAILROAD TRACK LS 46,000.0000 46,000.00 0.000 0 175 RAILROAD TRACK LS 450,000.0000 450,000.00 0.000 0 176 12" ALTERNATIVE PIPE CULVERT LF 74.0000 207,200.00 345.000 25,530 177 18" REINFORCED CONCRETE PIPE LF 125.0000 202,500.00 177.000 22,125 178 24" REINFORCED CONCRETE PIPE LF 230.0000 310,500.00 698.000 160,540 179 30" REINFORCED CONCRETE PIPE LF 260.0000 88,400.00 293.000 76,180 180 36" REINFORCED CONCRETE PIPE LF 290.0000 40,600.00 9.000 2,610 181 48" REINFORCED CONCRETE PIPE LF 550.0000 137,500.00 280.200 154,110 182 51" REINFORCED CONCRETE PIPE LF 560.0000 504,000.00 897.900 502,824 183 15" SLOTTED CORRUGATED PIPE LF 90.0000 57,600.00 166.400 14,976 184 CLEAN OUT EA 850.0000 33,150.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,500.00 0.000 0 186 42" WELDED STEEL PIPE CASING LF 520.0000 130,000.00 0.000 0 187 30" ASPHALT COATED AND WRAPPED LF 630.0000 176,400.00 0.000 0 WELDED STEEL PIPE 188 18" CONCRETE FLARED END SECTION EA 1,550.0000 1,550.00 0.000 0 189 DRAINAGE MANHOLE EA 20,000.0000 240,000.00 4.000 80,000 190 MODIFY SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 0.850 297,500 191 ROCK SLOPE PROTECTION(GRANULAR MATERIAL) CY 330.0000 8,910.00 0.000 0 192 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 860.00 0.000 0 193 MINOR CONCRETE (CURB) CY 500.0000 10,000.00 0.000 0 194 MINOR CONCRETE (CURB AND GUTTER) CY 460.0000 55,200.00 9.180 4,222 195 MINOR CONCRETE (CONCRETE MOW STRIP) CY 580.0000 20,880.00 0.000 0 196 MINOR CONCRETE (ISLAND PAVING) CY 720.0000 43,200.00 0.000 0 197 MINOR CONCRETE (CROSS GUTTER) CY 460.0000 11,960.00 0.000 0 198 MINOR CONCRETE (SIDEWALK) CY 320.0000 5,120.00 0.000 0 199 MINOR CONCRETE (CURB RAMP) CY 2,300.0000 4,600.00 0.000 0 200 MISCELLANEOUS IRON AND STEEL LB 1.2000 423,828.00 0.000 0 (F) 201 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 946,380.00 115,604.000 231,208 (F) 202 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 595,960.00 150,879.000 301,758 (F) 203 MODIFY WATER SYSTEM LS 290,000.0000 290,000.00 0.850 246,500 204 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 31,650.00 0.000 0 205 20' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 0.000 0 206 SURVEY MONUMENT EA 1,500.0000 15,000.00 0.000 0 207 DELINEATOR (CLASS 1) EA 50.0000 9,000.00 0.000 0 208 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 2,200.00 0.000 0 209 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 13,110.00 182.500 4,197 210 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 1.000 3,200 211 END CAP (TYPE A) EA 35.0000 70.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 85.0000 510.00 1.000 85 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 16,000.00 0.000 0 215 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 90,000.00 0.000 0 216 BIRD RAILING LF 350.0000 462,000.00 620.000 217,000 (F) 217 BICYCLE RAILING LF 200.0000 1,449,600.00 3,340.000 668,000 (F) 218 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 156.0000 35,880.00 63.000 9,828.00 73.000 11,388 219 CONCRETE BARRIER (TYPE 60) LF 143.0000 18,590.00 0.000 0 220 CONCRETE BARRIER (TYPE 60A) LF 55.0000 175,285.00 -63.000 -3,465.00 1,408.500 77,467 (F) 221 CONCRETE BARRIER (TYPE 60C) LF 71.0000 32,660.00 58.500 4,153 222 CONCRETE BARRIER (TYPE 60D) LF 56.0000 41,160.00 389.000 21,784 (F) 223 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 45.0000 803,385.00 7,564.000 340,380 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 50.0000 3,000.00 0.000 0 225 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 22,672.00 0.000 0 226 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,080.00 0.000 0 227 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 12,250.00 0.000 0 228 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 84,000.00 140,160.000 84,096 229 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 6,264.00 5,461.000 13,106 230 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 5,004.00 932.000 1,118 231 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,980.00 1,758.000 5,274 232 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.500 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 233 WORK AT LOS ANGELES REGIONAL TRAFFIC LS 15,000.0000 15,000.00 0.000 0 MANAGEMENT CENTER 234 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.000 0 235 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.075 7,500 236 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.900 27,000 237 LIGHTING (CITY) LS 300,000.0000 300,000.00 0.015 4,500 238 LIGHTING (NAVIGATION) LS 100,000.0000 100,000.00 0.281 28,100 PROGRAM CAS145 PAGE 10 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING AND SIGN ILLUMINATION LS 750,000.0000 750,000.00 0.466 349,500 240 EXTINGUISHABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.258 15,480 241 COMMUNICATION SYSTEM LS 900,000.0000 900,000.00 0.224 201,600 242 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 70,000.0000 70,000.00 0.000 0 (LOCATION 1) 243 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 80,000.0000 80,000.00 0.000 0 (LOCATION 2) 244 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 40,000.0000 40,000.00 0.000 0 (LOCATION 3) 245 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 50,000.0000 50,000.00 0.201 10,050 (CITY) 246 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.388 31,040 247 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.147 14,700 248 WEIGH-IN-MOTION SYSTEM LS 90,000.0000 90,000.00 0.015 1,350 249 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.127 11,430 250 SEISMIC MONITORING SYSTEM LS 80,000.0000 80,000.00 0.252 20,160 251 SYSTEM TESTING AND DOCUMENTATION LS 45,000.0000 45,000.00 0.000 0 252 MODIFY PORT OF LONG BEACH CONDUIT SYSTEM LS 280,000.0000 280,000.00 0.000 0 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 254 TEMPORARY FENCE (TYPE CL-6) LF 6.5000 5,980.00 816.000 5,304 255 MARINE PILE DRIVING ENERGY ATTENUATOR LS 100,000.0000 100,000.00 0.625 62,500 256 MAINTAINING EXISTING PUMP SYSTEM LS 15,000.0000 15,000.00 0.012 180.00 0.748 11,220 257 CEMENT DEEP SOIL MIXING LS 4,000,000.0000 4,000,000.00 0.449 1,796,000 258 24" WELDED STEEL PIPE (.250" THICK) LF 270.0000 440,100.00 810.000 218,700 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 260 FURNISH STEEL PILING (W14 X 120) LF 72.0000 17,280.00 0.000 0 261 DRIVE STEEL PILE (W14 X 120) EA 1,500.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 07:02 AM ESTIMATE NO. 045 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 11/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 248,497.50 75,273,545.01 ADJUSTMENT OF COMPENSATION -109,497.32 2,197,061.66 EXTRA WORK 1,348,614.12 7,789,748.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,487,614.30 85,260,355.62 262 MOBILIZATION LS 18,929,357.0000 18,929,357.00 1.000 18,929,357 ORIGINAL CONTRACT AMOUNT 180,259,999.60 TOTAL WORK COMPLETED 1,487,614.30 104,189,712.62 MATERIALS ON HAND ON SITE 12,513,069.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -977,644.72 TOTAL 1,487,614.30 115,725,136.95 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 262 MOBILIZATION 18,025,999.96 18,929,357.00 903,357.04 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 07/13/11 1335 11/14/11 09/06/11 11/30/17 916 129 15 0 56% 68% PROGRESS IS SATISFACTORY SUI, HAMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/15