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 07/24/01 EST. NO.43 TIME 07:58 AM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 0959-1 -705.52 E.W. @ F.A.(+) 080400 Y 003370 DAO CORRECTING ENTRY 1077 429.56 030501 N 001942 1078 2,537.65 030501 N 001943 1081 653.65 030801 N 001870 1084 1,770.34 031601 N 001871 1085 4,128.05 041301 N 001945 1086 3,791.30 041201 N 001944 1087 270.13 030900 Y 003698 1088 295.60 091300 Y 003392 1089 193.48 091400 Y 003396 1090 306.99 103100 Y 003460 1091 542.79 122700 N 001854 1092 1,404.57 030901 N 003763 1093 812.09 031601 Y 003785 1094 1,133.99 031901 Y 003786 1095 1,129.80 032001 Y 003787 1096 939.17 032101 Y 003788 1097 580.66 032101 Y 003789 1098 887.65 032201 Y 003790 1099 812.09 032301 Y 003791 1100 1,129.80 032601 Y 003792 1101 953.94 032601 Y 003866 1102 812.09 032701 Y 003793 1103 1,028.81 032801 Y 003794 1104 1,896.67 032901 Y 003795 1105 1,778.25 032901 Y 003796 1106 2,740.99 033001 Y 003797 1107 707.33 033001 N 001977 1108 1,013.08 040201 Y 003799 1109 1,174.86 040301 N 002007 1110 1,744.48 040301 Y 003800 1111 357.94 040401 Y 003801 1112 317.59 040501 Y 003802 1113 2,110.87 040501 Y 003804 1114 212.06 040601 Y 003805 1115 419.34 040901 Y 003806 1116 822.21 040901 Y 003807 1117 538.13 041001 Y 003808 1118 851.69 041001 Y 003809 1119 478.48 041101 Y 003810 1120 828.37 041101 Y 003811 1121 569.41 041201 Y 003812 1122 300.50 041201 Y 003813 1123 956.18 041201 Y 003814 1124 706.81 041301 Y 003815 1125 227.76 041301 Y 003816 1126 868.87 041301 Y 003817 1127 850.21 041601 Y 003818 1128 11,120.80 041701 N 002003 1129 822.21 041701 Y 003819 1130 881.26 041801 Y 003820 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 07/24/01 EST. NO.43 TIME 07:58 AM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1131 799.44 041801 Y 003821 1132 834.98 041901 Y 003822 1133 1,109.42 042001 Y 003823 1134 1,182.94 042001 Y 003824 1135 834.98 042301 Y 003825 1136 870.76 042401 Y 003826 1137 822.21 042501 Y 003827 1138 834.98 042601 Y 003828 1139 961.42 042701 Y 003829 1140 917.79 043001 Y 003830 1141 264.50 082500 Y 003359 1142 3,165.87 102700 Y 003454 1143 184.39 012401 Y 003634 1144 182.96 030701 Y 3751.1 1145 1,820.42 032901 Y 003860 1146 1,169.87 033001 Y 003798 1147 455.26 040501 Y 003803 1148 1,022.12 050101 Y 003831 1149 834.98 050101 Y 003832 1150 1,596.72 050201 Y 003833 1151 834.98 050201 Y 003834 1152 1,107.32 050301 Y 003835 1153 291.46 050701 Y 003836 1154 834.98 050801 Y 003837 1155 882.14 050901 Y 003839 1156 165.10 051001 Y 003840 1157 834.98 051001 Y 003841 1158 724.22 051101 Y 003842 1159 92.53 051401 Y 003843 1160 834.98 051401 Y 003844 1161 834.98 051501 Y 003845 1162 960.34 051801 Y 003846 1163 836.14 052301 Y 003847 1164 1,178.34 052401 Y 003848 1165 990.88 052501 Y 003849 1166 455.26 052901 Y 003850 1167 514.63 053001 Y 003851 1168 455.26 053101 Y 003852 1169 970.24 053101 Y 003867 1170 4,905.86 053101 N 002008 1171 455.26 060101 Y 003853 1172 1,210.15 060101 Y 003868 1173 455.26 060401 Y 003854 1174 1,077.46 060401 Y 003869 1175 1,068.16 060501 Y 003870 1176 465.09 060801 Y 003871 002 0115 446.97 E.W. @ F.A.(+) 030701 N 001917 0116 1,146.87 030801 N 001918 0117 1,115.04 032001 N 001919 0118 435.72 032401 N 001920 0119 2,637.77 032501 N 001922 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 07/24/01 EST. NO.43 TIME 07:58 AM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0120 323.75 032601 N 001923 0121 218.72 032701 N 001924 0122 271.31 033001 N 001925 0123 1,863.57 011701 N 001829 0124 277.63 050301 N 002017 0125 114.70 050301 N 002018 0126 181.03 050401 N 002016 0127 334.09 051501 N 002014 0128 488.30 051601 N 002013 0129 821.06 051701 N 002012 052 0001 1,390.73 A.C. @ L.S.(+) 011199 N 0 063 0001 30,714.89 A.C. @ L.S.(+) 070201 N 0 067 0014 1,820.54 E.W. @ F.A.(+) 040601 N 001994 0015 363.09 040901 N 001995 0016 803.05 040901 N 001996 0017 341.75 041101 N 001997 0018 143.25 041201 N 001998 0019 638.98 041701 N 001999 0020 2,234.60 120400 N 001763 0021 269.39 050201 N 002019 068 0001 300.00 A.C. @ L.S.(+) 070201 N 0 089 0003 330.33 E.W. @ F.A.(+) 022900 N 001220 097 0142 565.80 E.W. @ F.A.(+) 022601 Y 3755.1 0143 883.61 030301 Y 3758.1 0144 1,284.16 030501 Y 003855 0145 102.78 042001 Y 003856 0146 636.62 050101 Y 003857 0147 592.37 050201 Y 003858 0148 475.13 060501 Y 003872 100 0001 2,142.57 A.C. @ L.S.(+) 070301 N 0 104 0006 2,301.10 E.W. @ F.A.(+) 020801 N 1973 0 0007 557.67 020901 N 1969 0 0008 627.00 022201 N 1975 0 0009 5,257.43 030201 N 1972 0 0010 5,845.34 030501 N 1959 0 0011 2,975.76 030701 N 1958 0 0012 3,004.66 030801 N 1956 0 0013 938.96 030901 N 1955 0 0014 813.73 031401 N 1954 0 0014-1 -813.73 031401 N 1954 0 DAO CORRECTING ENTRY 0014-2 895.84 031401 N 1954 0 DAO CORRECTING ENTRY 0015 1,139.85 031401 N 1963 0 0016 698.32 031601 N 1960 0 0017 2,393.25 032301 N 1985 0 0018 377.20 031401 N 3859 0 0019 1,383.99 042301 N 002020 0020 3,981.85 043001 N 002023 0020-1 -3,981.85 043001 N 002023 DAO CORRECTING ENTRY 0020-2 4,052.90 043001 N 002023 DAO CORRECTING ENTRY 0021 652.00 050101 N 002021 0022 1,684.10 050201 N 002022 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 07/24/01 EST. NO.43 TIME 07:58 AM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 110 0001 156.63 E.W. @ F.A.(+) 021700 N DL51 0 0002 71.28 021700 N 001113 0003 228.10 021800 N 001114 0004 283.10 021800 N DL52 0 0005 648.10 022100 N 001115 0006 228.10 022200 N 001116 0007 3,352.28 022400 N DL65 0 0008 93.26 022400 N 001117 0009 6,167.79 022500 N DL66 0 0010 4,733.56 022800 N DL46 0 0011 570.41 022800 N DL47 0 0012 11,669.02 022800 N 1112 0 0013 1,235.17 031300 N DL68 0 0014 173.72 031300 N DL70 0 0015 413.54 031400 N DL69 0 0016 2,093.51 031400 N DL71 0 0017 448.17 031400 N DL78 0 0018 1,451.26 040600 N 001177 0019 269.73 051100 N 001190 0020 314.51 051200 N 001188 0021 304.69 051200 N 001189 0022 107.73 052300 N 001199 0023 701.94 101700 N 001646 0024 2,580.87 022800 N 001849 113 0013 6,068.66 E.W. @ F.A.(+) 031601 N 001962 116 0001 4,907.35 A.C. @ L.S.(+) 070301 N 0 124 0031 460.31 E.W. @ F.A.(+) 080200 Y 3261.1 0032 254.89 091400 Y 003653 0033 433.28 091500 Y 003656 129 0001 16,481.30 A.C. @ L.S.(+) 071801 Y 0 130 0066 1,274.63 E.W. @ F.A.(+) 101100 Y 003308 131 0013 716.09 E.W. @ F.A.(+) 112900 N 001991 0014 923.02 013101 N 002025 0015 2,082.54 020101 N 002026 0016 2,117.45 032701 N 002027 0017 2,932.08 061901 N 002028 142 0001 1,876.96 E.W. @ F.A.(+) 061201 N 002030 145 0011 2,317.26 E.W. @ F.A.(+) 011001 N 001800 0013 1,642.00 011601 N 001819 0015 791.22 112800 N 001992 0016 641.20 120100 N 001990 0017 2,890.81 042001 N 002002 283,040.10 TOTAL THIS ESTIMATE 3,428,474.77 TOTAL PREVIOUS ESTIMATE 3,711,514.87 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 07/24/01 EST. NO.43 TIME 07:58 AM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CRACKS IN RCB -109,180.00 03 CRACKS IN RCB -26,288.00 04 RETURN/CRACKS IN RCB 52,576.00 05 CRACKS IN RCB 82,892.00 08 CONCRETE FAILURE -1,050.00 24 CONCRETE FAILURE 82 -1,050.00 28 CONCRETE FAIL-I-74 -1,626.50 33 PCC GRADING FAILURE -4,478.60 36 0.00 -8,205.10 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -10,000.00 22 RETURN DEDUCTIONS 10,000.00 27 UNSATISFACTORY PAYRO -5,000.00 29 DELINQUENT PAYROLL -5,000.00 30 RET UNSATIS PAYROLL 5,000.00 32 UNSATISFACTORY PR'S -10,000.00 33 UNSAT. PAYROLL -10,000.00 35 PAYROLL UNSAT. -10,000.00 36 PAYROLL DEDUCT -10,000.00 37 KS-RS-SC-PC-GFC-OE -10,000.00 41 UNSAT. PAYROLL 35,000.00 41 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -28,205.10 PROGRAM CAS145 PAGE 1 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-41.5/43.5 ----------------------- MCM CONSTRUCTION, INC IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK FROM 0.4 NORTH HIGHLANDS, CA 95660 MILE SOUTH OF MAGNOLIA AVENUE OVERCROSSING TO 0.1 MILE NORTH OF BEACH BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY, CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500.00 PLAN 003 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.950 47,500.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.330 3,960.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 376.000 13,160.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.800 20,000.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 78,929.000 473,574.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 122.000 30,500.00 (S) 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 83,400.00 41,700.000 83,400.00 012 ABANDON CULVERT EA 2,500.0000 2,500.00 3.000 7,500.00 013 ABANDON SEWER LF 19.0000 47,500.00 2,500.000 47,500.00 014 ABANDON SEWER MANHOLE EA 1,700.0000 13,600.00 8.000 13,600.00 015 REMOVE CHAIN LINK FENCE LF 1.3000 9,607.00 12,466.000 16,205.80 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 4,684.000 16,394.00 017 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 3,925.000 15,700.00 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 4,903.000 1,961.20 227,568.000 91,027.20 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 110.000 220.00 17,666.000 35,332.00 020 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 110.000 5,500.00 021 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 7.670 23,010.00 022 REMOVE CULVERT LF 50.0000 11,000.00 398.000 19,900.00 PROGRAM CAS145 PAGE 2 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE LF 20.0000 108,000.00 5,712.000 114,240.00 024 REMOVE INLET EA 630.0000 11,970.00 38.000 23,940.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 10.000 6,000.00 026 REMOVE RETAINING WALL SQFT 1.5000 19,050.00 0.000 0.00 027 REMOVE RETAINING WALL (PORTION) LF 30.0000 4,500.00 0.000 0.00 028 REMOVE MASONARY BLOCKWALL LF 6.0000 14,100.00 1,266.000 7,596.00 029 REMOVE CONCRETE PAVEMENT SQYD 2.0000 88,000.00 39.000 78.00 88,337.500 176,675.00 030 RELOCATE SIGN PANEL EA 1,200.0000 2,400.00 0.000 0.00 031 ADJUST SEWER MANHOLE EA 750.0000 1,500.00 5.000 3,750.00 032 MODIFY SEWER MANHOLE EA 10,000.0000 20,000.00 2.000 20,000.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 1,650.00 6,930.110 34,650.55 6,930.110 34,650.55 (.25' MAXIMUM) 034 REMOVE CONCRETE CURB LF 1.0000 17,800.00 16,250.000 16,250.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 232.400 929.60 800.400 3,201.60 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 3,598.500 7,197.00 037 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 681.430 13,628.60 1,362.860 27,257.20 038 REMOVE CONCRETE BARRIER LF 10.0000 2,100.00 0.000 0.00 039 CAP SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 040 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 041 BRIDGE REMOVAL, LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 042 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,000.0000 2,000.00 1.000 2,000.00 046 CLEARING AND GRUBBING LS 67,500.0000 67,500.00 1.000 67,500.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 44.500 445.00 312,622.500 3,126,225.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 17,666.100 883,305.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 14,355.000 430,650.00 (F) PROGRAM CAS145 PAGE 3 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 311,800.00 12,308.000 307,700.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 20,506.000 369,108.00 (F) 052 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 60.000 1,800.00 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 1,332.000 39,960.00 (F) WALL) 054 SAND BACKFILL CY 115.0000 1,150.00 757.000 87,055.00 055 DITCH EXCAVATION CY 9.0000 8,010.00 0.000 0.00 056 EARTH RETAINING STRUCTURE SQFT 30.0000 360,000.00 12,000.000 360,000.00 (F) 057 IMPORTED BORROW CY 0.0100 1,570.00 14,249.000 142.49 058 HIGHWAY PLANTING LS 7,000.0000 7,000.00 0.000 0.00 (S) 059 EROSION CONTROL ACRE 1,500.0000 45,000.00 4.500 6,750.00 5.500 8,250.00 (S) 060 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 (S) 061 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) 062 WATER METER LS 9,500.0000 9,500.00 1.000 9,500.00 (S) 063 10" CORRUGATED HIGH DENSITY LF 45.0000 6,300.00 43.000 1,935.00 (S) POLYETHYLENE PIPE CONDUIT 064 CLASS 2 AGGREGATE BASE CY 14.0000 537,600.00 40,704.210 569,858.94 065 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 1,214.600 19,433.60 066 LEAN CONCRETE BASE CY 95.0000 155,800.00 1,636.800 155,496.00 067 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 20,487.900 819,516.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 996.110 29,883.30 30,629.330 918,879.90 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 8.0000 105,600.00 7,351.630 58,813.04 AREA) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.5000 7,290.00 3,696.000 5,544.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.5000 22,650.00 11,834.000 17,751.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.5000 1,125.00 1,278.000 1,917.00 074 CONCRETE PAVEMENT CY 90.0000 3753,000.00 45,638.900 4,107,501.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 263.000 302.45 155,267.000 178,557.05 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,680.000 112,320.00 PROGRAM CAS145 PAGE 4 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE 16" STEEL PIPE PILE EA 600.0000 49,800.00 83.000 49,800.00 (S) 078 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 330,000.00 217.000 325,500.00 (S) PILING 079 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 674.000 20,220.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 9,250.000 111,000.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 204.000 122,400.00 (S) 082 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 28,767.860 330,830.39 083 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 585.000 351,000.00 (S) 084 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 67,768.230 745,450.53 085 DRIVE PILE (CLASS 45) EA 600.0000 1016,400.00 1,706.000 1,023,600.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1516,700.00 52,300.090 1,516,702.61 CONCRETE PILING 087 FURNISH STATE FURNISHED 16" CAST-IN- LF 1.0000 5,400.00 6,769.000 6,769.00 STEEL SHELL CONCRETE PILING 088 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 800.0000 888,000.00 1,110.000 888,000.00 (S) PILE 089 16" CAST-IN-DRILLED-HOLE CONCRETE LF 20.0000 17,000.00 850.000 17,000.00 (S) PILING (BARRIER) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 950,000.0000 950,000.00 0.820 779,000.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 56.000 100,800.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1240,400.00 6,207.000 1,241,400.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11159,260.00 34,324.000 125,580.00 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1708,740.00 7,827.000 1,721,940.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 51.000 12,750.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 321.000 64,200.00 (F) (TYPE N) 097 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1406,000.00 3,511.600 1,404,640.00 (F) 098 PRECAST CONCRETE BOX LF 500.0000 80,000.00 160.000 80,000.00 099 MINOR CONCRETE (MINOR STRUCTURE) CY 850.0000 269,450.00 4.380 3,723.00 361.096 306,931.60 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 4,429.000 31,003.00 (F) 101 PILASTER, SOUND WALL CY 500.0000 134,500.00 184.000 92,000.00 (SF) 102 PILASTER, RETAINING WALL CY 400.0000 11,200.00 10.000 4,000.00 (F) 103 PILASTER, OVERCROSSING EA 1,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE SURFACE TEXTURE SQFT 3.5000 181,492.50 51,855.000 181,492.50 (F) 105 FRACTURED RIB TEXTURE SQFT 2.5000 1,950.00 780.000 1,950.00 (F) 106 DRILL AND BOND DOWEL LF 15.0000 25,200.00 1,782.000 26,730.00 (F) 107 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 672.000 50,400.00 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 56,000.00 8.000 56,000.00 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 900.0000 7,200.00 8.000 7,200.00 (S) GIRDER 110 REFINISH BRIDGE DECK SQFT 7.0000 11,032.00 800.000 5,600.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 7.0000 123,851.00 17,693.000 123,851.00 (SF) 112 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 471,996.00 39,913.000 478,956.00 (SF) 113 PTFE BEARING EA 2,200.0000 35,200.00 16.000 35,200.00 (S) 114 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 28.000 53,200.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 82.000 20,500.00 (S) 116 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 280.0000 23,800.00 85.000 23,800.00 (S) 117 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 800.0000 288,000.00 180.000 144,000.00 (S) 118 JOINT SEAL (TYPE A MODIFIED) LF 15.0000 8,250.00 126.000 1,890.00 (S) 119 JOINT SEAL ASSEMBLY (MR 9 1/2") LF 500.0000 40,500.00 81.000 40,500.00 (S) 120 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 550.0000 22,550.00 41.000 22,550.00 (S) 121 JOINT SEAL ASSEMBLY (MR 12") LF 580.0000 23,780.00 41.000 23,780.00 (S) 122 JOINT SEAL ASSEMBLY (MR 12 1/2") LF 600.0000 24,600.00 41.000 24,600.00 (S) 123 JOINT SEAL ASSEMBLY (MR 13") LF 630.0000 25,830.00 41.000 25,830.00 (S) 124 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 4474,260.00 128,857.000 57,985.65 9,942,800.000 4,474,260.00 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 839,740.000 394,677.80 (SF) 126 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 1,143,265.000 457,306.00 (SF) 127 ISOLATION CASING LB 3.0000 22,650.00 7,550.000 22,650.00 (SF) 128 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.7500 14,420.00 8,240.000 14,420.00 (F) 129 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,120.00 8,240.000 4,120.00 (SF) 130 FURNISH SIGN STRUCTURE (TRUSS) LB 1.7500 221,812.50 121,280.000 212,240.00 (F) PROGRAM CAS145 PAGE 6 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 50,700.00 121,280.000 48,512.00 (SF) 132 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 8,100.00 15.000 3,375.00 (S) (SIGN FOUNDATION) 133 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 62,500.00 249.200 62,300.00 (S) (SIGN FOUNDATION) 134 METAL (RAIL MOUNTED SIGN) LB 6.0000 3,720.00 616.000 3,696.00 135 ROADSIDE SIGN - ONE POST EA 120.0000 7,920.00 5.000 600.00 57.000 6,840.00 136 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 14.000 2,800.00 137 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,300.00 1.000 100.00 11.000 1,100.00 METHOD) 138 INSTALL SIGN OVERLAY SQFT 20.0000 180.00 0.000 0.00 139 INSTALL SIGN PANEL EA 600.0000 600.00 0.000 0.00 140 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,800.00 9.400 18,800.00 (F) 141 PAINT CONCRETE SURFACES SQFT 1.0000 53,376.00 16,360.000 16,360.00 32,755.000 32,755.00 (F) 142 CLEAN AND PAINT STEEL PILING LS 2,000.0000 2,000.00 1.000 2,000.00 (S) 143 18" ALTERNATIVE PIPE CULVERT LF 30.0000 32,100.00 1,846.000 55,380.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 8,072.000 282,520.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 472.000 25,960.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 44.000 1,584.00 386.000 13,896.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 596.000 26,820.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 1,712.000 95,872.00 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 28,800.00 97.500 39,000.00 740.740 296,296.00 (CLASS III) 151 JACKED 36" REINFORCED CONCRETE PIPE LF 525.0000 63,000.00 152.000 79,800.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 70,700.00 948.000 66,360.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 13,415.000 67,075.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 2,254.000 33,810.00 155 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 176.000 6,160.00 156 8" NAVY JET FUEL LINE LS 400,000.0000 400,000.00 1.000 400,000.00 157 8" WELDED STEEL PIPE (.134" THICK) LF 45.0000 4,140.00 598.000 26,910.00 PROGRAM CAS145 PAGE 7 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" WELDED STEEL PIPE LF 520.0000 317,200.00 605.000 314,600.00 (.75" THICK) 159 JACKED 72" WELDED STEEL PIPE LF 780.0000 312,000.00 400.000 312,000.00 (.75" THICK) 160 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 8,100.00 22.500 6,750.00 161 72" PRECAST CONCRETE PIPE SEWER MANHOLE LF 750.0000 69,750.00 96.000 72,000.00 (S) 162 24" CLAY SEWER PIPE LF 140.0000 256,200.00 1,868.000 261,520.00 (S) 163 39" CLAY SEWER PIPE LF 240.0000 264,000.00 1,121.000 269,040.00 (S) 164 60" PRECAST CONCRETE PIPE SEWER MANHOLE LF 780.0000 78,000.00 103.000 80,340.00 (S) 165 ROCK SLOPE PROTECTION CY 100.0000 1,100.00 15.260 1,526.00 (FACING, METHOD B) 166 CONCRETE (DITCH LINING) CY 150.0000 108,000.00 9.000 1,350.00 167 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 226,100.00 57.350 9,749.50 1,498.190 254,692.30 CONSTRUCTION) 168 MINOR CONCRETE CY 600.0000 13,200.00 0.000 0.00 (PATTERN STAMPED CONCRETE) 169 MINOR CONCRETE (GUTTER) LF 25.0000 3,000.00 133.000 3,325.00 170 MISCELLANEOUS IRON AND STEEL LB 1.0000 62,806.00 800.000 800.00 64,859.000 64,859.00 (SF) 171 MISCELLANEOUS METAL LB 3.0000 108,000.00 36,000.000 108,000.00 (SF)(RESTRAINER - CABLE TYPE) 172 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 50,350.00 19,280.000 48,200.00 (SF) 173 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0000 1,080.00 0.000 0.00 (SF) 174 BRIDGE DECK DRAINAGE SYSTEM LB 3.0000 185,550.00 57,263.000 171,789.00 (SF) 175 CHAIN LINK FENCE (TYPE CL-6) LF 7.5000 13,575.00 240.000 1,800.00 240.000 1,800.00 (S) 176 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 350.00 0.000 0.00 (S) 177 15" CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 0.000 0.00 (S) 178 DELINEATOR (CLASS 1) EA 35.0000 1,190.00 0.000 0.00 179 INSTALL MEDIAN MILEAGE PANEL EA 300.0000 2,400.00 0.000 0.00 180 CHAIN LINK RAILING (TYPE 7) LF 26.0000 100,074.00 987.000 25,662.00 (SF) 181 CONCRETE BARRIER (TYPE 25) LF 27.0000 360,477.00 13,351.000 360,477.00 (F) 182 CONCRETE BARRIER (TYPE 25A) LF 27.5000 7,590.00 276.000 7,590.00 (F) 183 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 28.0000 15,848.00 566.000 15,848.00 (F) 184 CONCRETE BARRIER (TYPE 25R) LF 34.0000 3,332.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 38.0000 5,282.00 0.000 0.00 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 40.0000 105,520.00 2,631.000 105,240.00 (F) 187 CONCRETE BARRIER (TYPE 27A) LF 36.0000 32,256.00 744.000 26,784.00 (F) 188 CONCRETE BARRIER (TYPE 27B MOD) LF 39.0000 3,003.00 991.000 38,649.00 189 CONCRETE BARRIER (TYPE 27SV) LF 44.0000 11,880.00 269.000 11,836.00 (F) 190 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 37.0000 2,479.00 67.000 2,479.00 (F) 191 CONCRETE BARRIER (TYPE 29M) LF 42.0000 77,532.00 993.000 41,706.00 (F) 192 CONCRETE BARRIER (TYPE 60) LF 30.0000 147,300.00 8,917.000 267,510.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 185.000 7,400.00 194 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 7,579.000 318,318.00 (F) 195 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 1,521.000 69,966.00 (F) 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 1,894.000 56,820.00 (F) 197 CONCRETE BARRIER (TYPE 60D MOD) LF 50.0000 66,000.00 844.000 42,200.00 (F) 198 CONCRETE BARRIER (TYPE 60E MOD) LF 80.0000 40,000.00 474.000 37,920.00 199 CABLE RAILING LF 9.0000 1,674.00 0.000 0.00 (SF) 200 CRASH CUSHION ATTENUATING TERMINAL EA 5,000.0000 115,000.00 24.000 120,000.00 (S) (C.A.T.) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 43,200.00 179,185.000 53,755.50 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,800.00 2,468.000 1,480.80 18,884.000 11,330.40 (S) 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,681.00 8,585.000 3,863.25 (S) (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 32,662.50 2,546.000 9,547.50 5,255.000 19,706.25 (S) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 102.00 0.000 0.00 (S) (BROKEN 6-1) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 754.80 310.000 105.40 1,543.000 524.62 (S) (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 67,200.00 304,471.000 73,073.04 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 2,942.000 4,413.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 767.000 767.00 17,648.000 17,648.00 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 372.000 1,209.00 17,300.000 56,225.00 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.880 52,800.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.150 3,000.00 (S) (CITY STREET, LOCATION 2) 213 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.200 30,000.00 1.000 150,000.00 (S) 215 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 0.740 185,000.00 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 0.000 0.00 (S) 217 INTERCONNECTION CONDUIT AND CABLE LS 5,000.0000 5,000.00 0.050 250.00 0.800 4,000.00 (S) 218 COMMUNICATION CONDUIT LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 219 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.850 42,500.00 (S) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.900 90,000.00 (S) 221 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.750 30,000.00 (S) 222 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.860 34,400.00 (S) 223 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.800 48,000.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.050 3,000.00 0.850 51,000.00 (S) 225 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.200 12,000.00 0.900 54,000.00 (S) 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 227 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 553.00 780.000 546.00 (BROKEN 36-12) 228 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 0.000 0.00 229 COMMUNICATION SYSTEM LS 5,000.0000 5,000.00 0.900 4,500.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 07/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 07:58 AM ESTIMATE NO. 43 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 07/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 278,910.55 49,187,002.16 ADJUSTMENT OF COMPENSATION 55,936.84 947,298.39 EXTRA WORK 227,103.26 2,764,216.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 561,950.65 52,898,517.03 230 MOBILIZATION LS 5024,829.0000 5024,829.00 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 561,950.65 57,923,346.03 MATERIALS ON HAND ON SITE 253,084.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,205.10 TOTAL 561,950.65 58,148,225.78 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 04/17/98 942 05/02/98 05/02/98 08/30/01 1170 0 58 0 94% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU DELAYED BY CCO BENAVIDEZ JR., IVAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/01