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 01/21/99 EST. NO.14 TIME 11:10 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 0123 1,036.08 E.W. @ F.A.(+) 071598 N 518 0 0124 772.51 120398 N 524 0 0125 2,808.20 120498 N 523 0 0126 179.67 092298 N 1108 0 0127 1,833.90 100198 N 1113 0 0128 1,710.91 101498 N 1110 0 0129 194.14 102798 N 1110 0 0130 1,204.18 110498 N 1135 0 0131 86.25 111398 N 1109 0 0132 732.39 112098 N 1137 0 0133 642.57 122498 N 1119 0 0134 642.57 112598 N 1120 0 0135 642.57 112698 N 1121 0 0136 642.57 112798 N 1122 0 0137 642.57 112898 N 1123 0 0138 642.57 112998 N 1124 0 0139 642.57 113098 N 1125 0 0139-1 -642.57 113098 N 1125 0 DAO CORRECTING ENTRY 0139-2 642.57 113098 N 1125 0 DAO CORRECTING ENTRY 0140 642.57 120198 N 1126 0 0141 996.25 120198 N 1114 0 0142 642.57 120298 N 1127 0 0143 432.85 120398 N 1112 0 0144 642.57 120398 N 1128 0 0145 5,890.88 120498 N 1138 0 0146 642.57 120498 N 1129 0 0147 642.57 120598 N 1130 0 0148 642.57 120698 N 1131 0 0149 642.57 120798 N 1132 0 0150 79.76 120898 N 1111 0 0150-1 -79.76 120898 N 1111 0 DAO CORRECTING ENTRY 0150-2 159.51 120898 N 1111 0 DAO CORRECTING ENTRY 0151 448.53 120998 N 1117 0 0152 1,232.50 120998 N 1136 0 0153 373.35 121098 N 1116 0 0154 196.35 121198 N 1115 0 0155 136.43 121298 N 1134 0 0156 380.47 121298 N 1133 0 0157 1,277.93 120898 N 1150 0 0158 321.28 121098 N 1158 0 0159 321.28 121198 N 1159 0 0160 321.28 121298 N 1160 0 0161 321.28 121398 N 1161 0 0162 321.28 121498 N 1162 0 0163 321.28 121598 N 1163 0 0164 321.28 121698 N 1164 0 0165 321.28 121798 N 1165 0 0166 321.28 121898 N 1166 0 0167 321.28 121998 N 1167 0 0168 321.28 122098 N 1167 0 0169 321.28 122198 N 1169 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 01/21/99 EST. NO.14 TIME 11:10 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0170 321.28 122298 N 1170 0 0171 321.28 122398 N 1171 0 0172 152.99 122498 N 1172 0 0173 592.26 122998 N 1178 0 0174 2,700.75 122998 N 1176 0 0175 66.72 123098 N 1174 0 0176 81.17 010799 N 1175 0 0177 907.60 011199 N 1173 0 0178 968.12 120398 N 1139 0 0179 2,013.24 120798 N 1149 0 0180 321.28 120898 N 1156 0 0181 321.28 120998 N 1157 0 0182 1,365.71 121298 N 1151 0 0182-1 -1,365.71 121298 N 1151 0 DAO CORRECTING ENTRY 0182-2 1,270.78 121298 N 1151 0 DAO CORRECTING ENTRY 0183 321.28 121398 N 1141 0 0183-1 -321.28 121398 N 1141 0 DAO CORRECTING ENTRY 0183-2 321.28 121398 N 1141 0 DAO CORRECTING ENTRY 0183-3 -321.28 121398 N 1141 0 DAO CORRECTING ENTRY 0183-4 321.28 121398 N 1141 0 DAO CORRECTING ENTRY 0184 321.28 121498 N 1142 0 0184-1 -321.28 121498 N 1142 0 DAO CORRECTING ENTRY 0184-2 321.28 121498 N 1142 0 DAO CORRECTING ENTRY 0184-3 -321.28 121498 N 1142 0 DAO CORRECTING ENTRY 0184-4 321.28 121498 N 1142 0 DAO CORRECTING ENTRY 0185 66.86 121598 N 1140 0 0186 321.28 121598 N 1143 0 0186-1 -321.28 121598 N 1143 0 DAO CORRECTING ENTRY 0186-2 321.28 121598 N 1143 0 DAO CORRECTING ENTRY 0186-3 -321.28 121598 N 1143 0 DAO CORRECTING ENTRY 0186-4 321.28 121598 N 1143 0 DAO CORRECTING ENTRY 0187 321.28 121798 N 1145 0 0187-1 -321.28 121798 N 1145 0 DAO CORRECTING ENTRY 0187-2 321.28 121798 N 1145 0 DAO CORRECTING ENTRY 0187-3 -321.28 121798 N 1145 0 DAO CORRECTING ENTRY 0187-4 321.28 121798 N 1145 0 DAO CORRECTING ENTRY 0188 321.28 121898 N 1146 0 0189 321.28 121998 N 1147 0 0190 321.28 122098 N 1148 0 0191 96.02 122398 N 1152 0 0191-1 -96.02 122398 N 1152 0 DAO CORRECTING ENTRY 0191-2 100.30 122398 N 1152 0 DAO CORRECTING ENTRY 0192 1,276.12 122398 N 1153 0 0193 744.65 122498 N 1154 0 0194 142.03 010499 N 1177 0 0195 321.28 121698 N 1144 0 0196 254.01 091598 N 519 0 002 0025 393.39 E.W. @ F.A.(+) 100698 N 000000 0032 3,029.69 101398 N 000000 0033 1,274.79 092398 N 000000 0034 2,708.91 092998 N 000000 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 01/21/99 EST. NO.14 TIME 11:10 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0035 2,742.94 101498 N 000000 0035-1 -2,742.94 101498 N 000000 DAO CORRECTING ENTRY 0035-2 2,313.17 101498 N 000000 DAO CORRECTING ENTRY 0036 606.28 101998 N 000000 0037 281.16 102298 N 000000 0037-1 -281.16 102298 N 000000 DAO CORRECTING ENTRY 0037-2 221.27 102298 N 000000 DAO CORRECTING ENTRY 0038 368.79 103098 N 000000 0039 221.27 110398 N 000000 0040 1,020.00 111398 N 000000 0041 1,797.29 111698 N 000000 003 0007 359.87 E.W. @ F.A.(+) 121798 N 000000 0008 494.55 111898 N 000000 0009 193.41 111998 N 000000 0010 146.70 123198 N 000000 0011 369.65 123098 N 000000 0011-1 -369.65 123098 N 000000 DAO CORRECTING ENTRY 0011-2 393.07 123098 N 000000 DAO CORRECTING ENTRY 0012 354.99 010699 N 000000 0013 462.73 010599 N 000000 0013-1 -462.73 010599 N 000000 DAO CORRECTING ENTRY 0013-2 462.73 010599 N 000000 DAO CORRECTING ENTRY 0014 278.22 121698 N 000000 0014-1 -278.22 121698 N 000000 DAO CORRECTING ENTRY 0014-2 225.22 121698 N 000000 DAO CORRECTING ENTRY 014 0001 7,827.00 A.C. @ L.S.(+) 102898 N 000000 018 0003 1,469.22 E.W. @ F.A.(+) 073098 N 500 0 0004 1,955.78 073198 N 501 0 0005 806.49 080398 N 502 0 019 0001 518.91 E.W. @ F.A.(+) 062698 N 1001 0 0002 115.61 062498 N 1001 0 0002-1 -115.61 062498 N 1001 0 DAO CORRECTING ENTRY 0002-2 121.39 062498 N 1001 0 DAO CORRECTING ENTRY 0003 456.05 062598 N 501 0 0004 2,648.16 071498 N 502 0 0005 1,704.44 071598 N 504 0 0006 940.28 072498 N 505 0 0007 924.93 070298 N 506 0 0008 574.92 070698 N 507 0 0009 328.99 070798 N 507 0 0010 515.81 072298 N 508 0 0011 361.29 071498 N 510 0 0012 14,905.00 A.C. @ U.P.(+) 072998 N 000000 0013 303.64 E.W. @ F.A.(+) 090498 N 1002 0 0014 502.71 090898 N 1003 0 0015 1,588.36 090298 N 1004 0 0016 695.68 090398 N 1005 0 0017 358.94 090998 N 1006 0 020 0006 204.35 E.W. @ F.A.(+) 111998 N 1008 0 0007 145.32 120198 N 1009 0 0008 1,057.90 101598 N 1006 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 01/21/99 EST. NO.14 TIME 11:10 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 434.66 101698 N 1006 0 0010 276.93 121698 N 1010 0 021 0004 1,617.13 E.W. @ F.A.(+) 081898 N 502 0 0005 1,880.59 081998 N 503 0 024 0001 1,847.00 A.C. @ U.P.(+) 100898 N 000000 027 0001 33,530.00 A.C. @ U.P.(+) 082998 N 000000 147,214.84 TOTAL THIS ESTIMATE 228,217.80 TOTAL PREVIOUS ESTIMATE 375,432.64 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 01/21/99 EST. NO.14 TIME 11:10 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITM#73 GRADATION -1,125.00 10 ITM#74 GRADATION -3,846.74 10 ITM#80 GRADATION -1,050.00 10 0.00 -6,021.74 TOTAL DEDUCTIONS 0.00 -6,021.74 PROGRAM CAS145 PAGE 1 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 LOCATION PROGRESS ESTIMATE 12-ORA-5-39.9/41.5 ----------------- MCM CONSTRUCTION, INC. IN ANAHEIM FROM 0.2 MI S/O CRESCENT 1411 N. BUCKINGHAM STREET AVE TO 0.6 MI N/O LA PALMA AVE ANAHEIM, CA 92801 SEG D FED. AID NO. ACIM-005 -2(868)N 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 0.200 3,000.00 0.400 6,000.00 002 TEMPORARY FENCE (TYPE BW) LF 3.0000 13,710.00 60.000 180.00 6,870.000 20,610.00 (S) 003 24" TEMPORARY CULVERT LF 35.0000 23,450.00 172.000 6,020.00 004 36" TEMPORARY INLET EA 1,200.0000 7,200.00 4.000 4,800.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.800 2,000.00 PLAN 006 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.300 9,000.00 007 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.840 29,400.00 008 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.030 3,000.00 0.330 33,000.00 009 TYPE III BARRICADE EA 100.0000 5,800.00 49.000 4,900.00 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 8,100.00 3,818.000 3,818.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 43,380.00 102,692.000 18,484.56 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,700.00 136.000 4,760.00 013 TEMPORARY PAVEMENT MARKER EA 4.0000 42,400.00 9,304.000 37,216.00 (S) 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 015 TEMPORARY RAILING (TYPE K) LF 6.0000 520,800.00 28,720.000 172,320.00 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 93,000.00 17.000 4,250.00 120.000 30,000.00 (S) 017 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,200.00 3,970.000 7,940.00 018 TEMPORARY RETAINING WALL SQFT 22.0000 495,000.00 920.000 20,240.00 1,615.000 35,530.00 019 ABANDON CULVERT EA 700.0000 6,300.00 8.000 5,600.00 020 REMOVE CHAIN LINK FENCE LF 1.5000 22,200.00 8,317.000 12,475.50 021 REMOVE TUTHILL GUARDRAIL LF 3.5000 3,780.00 145.000 507.50 1,555.000 5,442.50 022 REMOVE METAL BEAM GUARD RAILING LF 5.0000 52,000.00 5,558.000 27,790.00 PROGRAM CAS145 PAGE 2 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 58,100.00 5,001.000 35,007.00 024 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 38,750.00 66,773.000 33,386.50 025 REMOVE PAVEMENT MARKING SQFT 2.0000 5,340.00 1,096.000 2,192.00 026 REMOVE ROADSIDE SIGN EA 100.0000 12,000.00 57.000 5,700.00 027 REMOVE SIGN STRUCTURE EA 2,500.0000 22,500.00 6.000 15,000.00 028 REMOVE CULVERT LF 15.0000 57,450.00 275.000 4,125.00 2,222.000 33,330.00 029 REMOVE INLET EA 700.0000 12,600.00 6.000 4,200.00 030 REMOVE HEADWALL EA 700.0000 14,700.00 13.000 9,100.00 031 REMOVE RETAINING WALL SQYD 11.0000 20,350.00 0.000 0.00 032 REMOVE BASE AND SURFACING CY 8.0000 7,760.00 957.000 7,656.00 033 RECONSTRUCT CHAIN LINK GATE EA 600.0000 1,200.00 0.000 0.00 (S) 034 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 035 ADJUST VALVE COVER TO GRADE EA 300.0000 12,600.00 23.000 6,900.00 25.000 7,500.00 036 ADJUST MANHOLE TO GRADE EA 400.0000 8,800.00 13.000 5,200.00 13.000 5,200.00 037 MODIFY INLET EA 1,500.0000 3,000.00 0.000 0.00 038 MODIFY SEWER MANHOLE EA 2,000.0000 8,000.00 2.000 4,000.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 9,420.00 0.000 0.00 (S) 040 REMOVE CONCRETE CY 30.0000 9,900.00 442.000 13,260.00 041 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 2.0000 3,200.00 1,480.000 2,960.00 GUTTER) 042 REMOVE CONCRETE (CURB AND GUTTER) LF 2.5000 6,425.00 2,566.000 6,415.00 043 REMOVE SOUND WALL SQYD 6.0000 40,740.00 4,748.000 28,488.00 044 REMOVE BLOCK FENCE SQYD 30.0000 2,250.00 75.000 2,250.00 045 BRIDGE REMOVAL, LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 046 BRIDGE REMOVAL, LOCATION B LS 140,000.0000 140,000.00 0.500 70,000.00 047 BRIDGE REMOVAL, LOCATION C LS 78,000.0000 78,000.00 1.000 78,000.00 048 BRIDGE REMOVAL, LOCATION D LS 10,000.0000 10,000.00 0.000 0.00 049 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.970 97,000.00 PROGRAM CAS145 PAGE 3 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 051 ROADWAY EXCAVATION CY 3.5000 1162,000.00 38,400.000 134,400.00 155,674.000 544,859.00 052 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 756,340.00 12,489.360 249,787.20 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 145,000.00 1,960.000 19,600.00 5,063.340 50,633.40 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 693,200.00 733.600 18,340.00 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 435,600.00 0.000 0.00 (F) 056 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 42,300.00 0.000 0.00 (F) WALL) 057 CONCRETE SLURRY BACKFILL CY 75.0000 75,450.00 404.500 30,337.50 (F) 058 SAND BACKFILL CY 85.0000 42,500.00 484.000 41,140.00 059 DITCH EXCAVATION CY 6.5000 6,500.00 0.000 0.00 060 IMPORTED BORROW CY 3.5000 347,550.00 5,886.000 20,601.00 17,683.000 61,890.50 061 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 (S) 062 ROCK BLANKET SQYD 60.0000 124,800.00 0.000 0.00 (S) 063 EROSION CONTROL (TYPE D) ACRE 1,800.0000 30,600.00 0.000 0.00 (S) 064 TRANSPLANT PALM TREE (5' - 19') EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 065 TRANSPLANT PALM TREE (20' - 35') EA 1,200.0000 18,000.00 11.000 13,200.00 (S) 066 TRANSPLANT PALM TREE (>36') EA 1,600.0000 8,000.00 8.000 12,800.00 (S) 067 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 (S) 068 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 0.000 0.00 (S) 069 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) 070 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 17,415.00 0.000 0.00 (S) (SUPPLY LINE) 071 10" CORRUGATED HIGH DENSITY LF 16.5000 30,525.00 285.000 4,702.50 (S) POLYETHYLENE PIPE CONDUIT 072 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0.00 073 CLASS 2 AGGREGATE BASE CY 16.0000 926,400.00 545.000 8,720.00 15,584.000 249,344.00 074 TREATED PERMEABLE BASE CY 38.0000 1045,000.00 8,130.000 308,940.00 075 ASPHALT CONCRETE TON 28.0000 1240,400.00 12,169.000 340,732.00 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 5.0000 16,650.00 15.000 75.00 AREA) PROGRAM CAS145 PAGE 4 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 2,140.00 0.000 0.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 12,700.00 2,343.000 2,343.00 079 RUMBLE STRIP STA 10.0000 1,700.00 0.000 0.00 080 CONCRETE PAVEMENT CY 80.0000 4064,000.00 16,397.000 1,311,760.00 081 SEAL PAVEMENT JOINT LF 1.0000 283,000.00 76,835.000 76,835.00 082 14" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 18.0000 4,320.00 0.000 0.00 (S) (PILASTER) 083 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 58,800.00 1,175.500 35,265.00 (S) (PILASTER) 084 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0100 3.60 0.000 0.00 (S) (PILASTER) 085 FURNISH PILING (CLASS 100) LF 12.0000 365,112.00 15,409.500 184,914.00 086 DRIVE PILE (CLASS 100) EA 500.0000 396,500.00 399.000 199,500.00 (S) 087 FURNISH PILING (CLASS 70) LF 11.5000 323,506.50 16,536.990 190,175.39 088 DRIVE PILE (CLASS 70) EA 500.0000 403,000.00 470.000 235,000.00 (S) 089 FURNISH PILING (CLASS 45) LF 11.5000 462,346.00 2,291.770 26,355.36 19,965.020 229,597.73 090 DRIVE PILE (CLASS 45) EA 500.0000 686,500.00 88.000 44,000.00 639.000 319,500.00 (S) 091 FURNISH 16" CAST-IN-STEEL SHELL LF 40.0000 127,360.00 0.000 0.00 CONCRETE PILING 092 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 750.0000 48,000.00 0.000 0.00 (S) PILE 093 FURNISH 36" CAST-IN-STEEL SHELL LF 76.0000 649,648.00 1,216.000 92,416.00 7,909.840 601,147.84 CONCRETE PILING 094 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 1,800.0000 201,600.00 16.000 28,800.00 94.000 169,200.00 (S) PILE 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 83,000.00 1,852.500 46,312.50 PILING (BARRIER) 096 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 0.048 38,400.00 (S) 097 TRANSVERSE PRESTRESSING LS 60,000.0000 60,000.00 0.000 0.00 (S) 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1229,600.00 836.710 167,342.00 3,436.050 687,210.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 265.0000 7607,355.00 1,150.000 304,750.00 7,822.910 2,073,071.15 (F) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 1612,000.00 2,565.320 513,064.00 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 213,200.00 0.000 0.00 (F) (TYPE N) 102 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 2620,000.00 4,797.830 1,919,132.00 (F) 103 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 588,750.00 17.300 12,975.00 362.150 271,612.50 (F) PROGRAM CAS145 PAGE 5 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SOUND WALL CAP LF 6.0000 49,440.00 606.000 3,636.00 2,006.000 12,036.00 105 PILASTER, SOUND WALL CY 500.0000 165,000.00 112.390 56,195.00 (F) 106 PILASTER, RETAINING WALL CY 600.0000 19,200.00 0.000 0.00 (F) 107 PILASTER, OVERCROSSING EA 1,000.0000 12,000.00 0.000 0.00 108 CONCRETE SURFACE TEXTURE SQFT 2.5000 134,000.00 11,133.840 27,834.60 109 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 106,200.00 0.000 0.00 (S) 110 SOUND WALL (MASONRY BLOCK) SQFT 10.0000 1050,000.00 2,751.200 27,512.00 54,783.480 547,834.80 (S) 111 JOINT SEAL (TYPE B-MR 2") LF 30.0000 13,200.00 0.000 0.00 (S) 112 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,800.00 0.000 0.00 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 75.0000 2,475.00 0.000 0.00 (S) 114 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 80.0000 2,640.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 186,000.00 0.000 0.00 (S) 116 BAR REINFORCING STEEL (BRIDGE) LB 0.4400 3049,024.00 351,306.920 154,575.04 3,468,664.510 1,526,212.38 (SF) 117 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 402,258.15 61,532.000 27,689.40 408,536.210 183,841.29 (SF) 118 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 626,640.00 1,222,642.595 489,057.04 (SF) 119 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.9000 24,462.50 0.000 0.00 120 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1700 2,188.75 0.000 0.00 (S) 121 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 34,640.00 0.000 0.00 122 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2300 3,983.60 0.000 0.00 (S) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5800 204,199.20 0.000 0.00 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1600 20,678.40 0.000 0.00 (S) 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 14,200.00 13.000 2,600.00 (S) (SIGN FOUNDATION) 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 37,125.00 74.000 16,650.00 (S) (SIGN FOUNDATION) 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 4,950.00 18.000 4,950.00 (S) SIGN FOUNDATION 128 METAL (BARRIER MOUNTED SIGN) LB 10.0000 12,300.00 0.000 0.00 (S) 129 ROADSIDE SIGN (METAL POST) EA 200.0000 10,600.00 0.000 0.00 130 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 200.0000 2,800.00 0.000 0.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0.00 METHOD) 133 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 134 PAINT CONCRETE SURFACES SQFT 1.0000 54,000.00 0.000 0.00 (S) 135 PAINT CURB (2-COAT) LF 1.0000 6,800.00 0.000 0.00 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 137 18" ALTERNATIVE PIPE CULVERT LF 28.0000 10,360.00 138.000 3,864.00 138 24" ALTERNATIVE PIPE CULVERT LF 34.0000 360,400.00 1,242.000 42,228.00 3,210.000 109,140.00 139 30" ALTERNATIVE PIPE CULVERT LF 46.0000 53,820.00 371.000 17,066.00 140 36" ALTERNATIVE PIPE CULVERT LF 51.0000 201,450.00 888.000 45,288.00 1,538.000 78,438.00 141 42" ALTERNATIVE PIPE CULVERT LF 59.0000 19,470.00 120.000 7,080.00 142 48" ALTERNATIVE PIPE CULVERT LF 69.0000 8,970.00 138.000 9,522.00 143 12" REINFORCED CONCRETE PIPE LF 30.0000 4,500.00 0.000 0.00 144 18" REINFORCED CONCRETE PIPE LF 51.0000 43,860.00 304.000 15,504.00 145 24" REINFORCED CONCRETE PIPE LF 56.0000 85,680.00 405.000 22,680.00 146 30" REINFORCED CONCRETE PIPE LF 61.0000 3,050.00 30.000 1,830.00 147 36" REINFORCED CONCRETE PIPE LF 75.0000 99,000.00 40.000 3,000.00 1,046.000 78,450.00 148 42" REINFORCED CONCRETE PIPE LF 97.0000 11,640.00 0.000 0.00 149 48" REINFORCED CONCRETE PIPE LF 113.0000 67,800.00 614.000 69,382.00 150 72" REINFORCED CONCRETE PIPE LF 450.0000 9,000.00 20.000 9,000.00 151 JACKED 72" REINFORCED CONCRETE PIPE LF 885.0000 247,800.00 278.000 246,030.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 103,740.00 0.000 0.00 (.168" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 112,500.00 5,949.000 29,745.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 14,000.00 0.000 0.00 155 4" PLASTIC PIPE (SCHEDULE 80) LF 15.0000 960.00 0.000 0.00 156 24" DIAMETER AUTOMATIC FLAPGATE EA 1,100.0000 3,300.00 0.000 0.00 157 36" DIAMETER AUTOMATIC FLAPGATE EA 1,800.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION CY 32.0000 20,480.00 16.000 512.00 1,036.000 33,152.00 (1/2 TON, METHOD B) 159 ROCK SLOPE PROTECTION CY 45.0000 14,400.00 49.000 2,205.00 762.000 34,290.00 (BACKING NO. 1, METHOD B) 160 SLOPE PAVING (CONCRETE) CY 200.0000 28,800.00 0.000 0.00 (F) 161 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,540.00 1,250.000 2,500.00 162 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 344,000.00 -165.560 -26,489.60 786.160 125,785.60 CONSTRUCTION) 163 MINOR CONCRETE (STAMPED) SQYD 50.0000 40,500.00 0.000 0.00 164 FRAME AND COVER EA 275.0000 23,100.00 3.000 825.00 31.000 8,525.00 (S) 165 FRAME AND GRATE EA 275.0000 57,750.00 39.000 10,725.00 (S) 166 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 221,310.00 15,522.000 46,566.00 (SF) 167 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 69,160.00 475.000 3,325.00 (S) 168 CHAIN LINK FENCE (TYPE CL-6, LF 25.0000 3,000.00 0.000 0.00 (S) EXTENSION ARM, RAZOR RIBBON) 169 CHAIN LINK FENCE (TYPE CL-7, LF 30.0000 1,470.00 0.000 0.00 (S) EXTENSION ARM, RAZOR RIBBON) 170 SECURITY RAILING (RAZOR RIBBON) LF 20.0000 1,040.00 0.000 0.00 (S) 171 PICKET FENCING, OVERCROSSING LF 70.0000 215,180.00 0.000 0.00 (SF) 172 12' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 3,200.00 0.000 0.00 (S) 173 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 174 MILEPOST MARKER EA 100.0000 400.00 0.000 0.00 175 OBJECT MARKER (TYPE K) EA 100.0000 1,000.00 0.000 0.00 176 OBJECT MARKER (TYPE L-1) EA 100.0000 400.00 0.000 0.00 177 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,000.00 62.500 1,250.00 (S) 178 CHAIN LINK RAILING (MODIFIED) LF 40.0000 16,000.00 0.000 0.00 (S) 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 180 PIPE HANDRAILING LF 100.0000 600.00 0.000 0.00 (S) 181 TUBULAR HANDRAILING LF 26.0000 12,740.00 0.000 0.00 (S) 182 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 183 CONCRETE BARRIER (TYPE 25A) LF 25.0000 26,750.00 0.000 0.00 (F) 184 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 26.0000 1,170.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26A) LF 34.0000 37,740.00 0.000 0.00 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 15,254.00 0.000 0.00 (F) 187 CONCRETE BARRIER (TYPE 27SV) LF 33.0000 44,220.00 707.030 23,331.99 (F) 188 CONCRETE BARRIER (TYPE 28M2) LF 28.0000 30,800.00 0.000 0.00 (F) 189 CONCRETE BARRIER (TYPE 29M) LF 35.0000 109,095.00 0.000 0.00 (F) 190 CABLE RAILING LF 8.0000 7,840.00 0.000 0.00 (S) 191 CABLE ANCHOR ASSEMBLY EA 400.0000 2,400.00 1.000 400.00 (S) (BREAKAWAY, TYPE B) 192 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 800.0000 8,800.00 1.000 800.00 (S) 193 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 1.000 50.00 (S) 194 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 16,000.0000 16,000.00 0.000 0.00 (S) (G.R.E.A.T.) 195 CONCRETE BARRIER (TYPE 60) LF 38.0000 305,900.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) LF 32.0000 26,240.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 110.0000 121,000.00 0.000 0.00 198 CONCRETE BARRIER (TYPE 60E) LF 160.0000 187,200.00 0.000 0.00 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 40,590.00 1,660.000 547.80 (S) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 6,747.00 0.000 0.00 (S) 201 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,980.00 0.000 0.00 (S) (BROKEN 12-3) 202 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 14,664.00 0.000 0.00 (S) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 555.00 0.000 0.00 (S) (BROKEN 6-1) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 189.00 0.000 0.00 (S) (BROKEN 36-12) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 90.00 0.000 0.00 (S) (BROKEN 17-7) 206 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 0.000 0.00 (S) (BROKEN 36-12) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 3,402.00 0.000 0.00 (S) 208 PAINT PAVEMENT MARKING SQFT 1.0000 3,080.00 0.000 0.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 8,395.00 158.000 181.70 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 18,990.00 32.000 96.00 (S) 211 SIGNAL AND LIGHTING (CITY LOCATION 1 LS 45,000.0000 45,000.00 0.625 28,125.00 (S) STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 90,000.0000 90,000.00 0.075 6,750.00 (S) 213 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 0.075 5,250.00 (S) 214 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.725 36,250.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 215 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 0.600 24,000.00 (S) (LOCATION 2 STAGE CONSTRUCTION) 216 LIGHTING (CITY STREET) LS 140,000.0000 140,000.00 0.100 14,000.00 0.341 47,740.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 0.228 36,480.00 (S) 218 LIGHTING AND SIGN ILLUMINATION LS 95,000.0000 95,000.00 0.000 0.00 (S) (STAGE CONSTRUCTION) 219 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 0.300 10,500.00 (S) 220 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 12,000.00 0.050 100.00 (S) 221 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 0.000 0.00 (S) 222 FIBER OPTIC COMMUNICATION SYSTEM LS 200,000.0000 200,000.00 0.500 100,000.00 (S) (FUTURE) 223 FIBER OPTIC COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.000 0.00 (S) (CITY) 224 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 (S) 225 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.304 15,200.00 (S) 226 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.058 2,900.00 (S) 227 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 228 RAMP METERING SYSTEM (LOCATION 3) LS 52,000.0000 52,000.00 0.360 18,720.00 (S) 229 RAMP METERING SYSTEM (LOCATION A) LS 50,000.0000 50,000.00 0.020 1,000.00 (S) 230 24" REINFORCED CONCRETE PIPE (CLASS V) LF 60.0000 7,800.00 72.000 4,320.00 72.000 4,320.00 231 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 232 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 10 DATE 01/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 11:10 AM ESTIMATE NO. 14 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 01/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,256,662.70 16,272,375.47 ADJUSTMENT OF COMPENSATION 58,109.00 107,322.40 EXTRA WORK 89,105.84 268,110.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,403,877.54 16,647,808.11 233 MOBILIZATION LS 4768,359.0000 4768,359.00 0.950 4,529,941.05 ORIGINAL CONTRACT AMOUNT 48,636,410.70 TOTAL WORK COMPLETED 1,403,877.54 21,177,749.16 MATERIALS ON HAND ON SITE 1,166,000.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,021.74 TOTAL 1,403,877.54 22,337,727.56 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 12/10/97 1205 12/10/97 12/25/97 12/12/00 384 0 0 0 43% 36% PROGRESS IS SATISFACTORY VARIPAPA, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/99