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 02/24/04 EST. NO.38 TIME 02:21 PM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- 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 0164 1,405.02 E.W. @ F.A.(+) 050303 N 1087.0 0168 515.58 042403 N 1100.0 0171 96.33 042803 N 1082.0 0172 408.07 041103 N 1081.0 0173 260.99 121102 N 1114.0 0174 261.12 042903 N 1083.0 0175 357.66 051302 N 1092.0 0176 259.46 021502 N 1118.0 0177 137.49 050603 N 1101.0 0178 60.45 012903 N 1122.0 0180 5,238.81 040703 N 1129.0 0181 460.65 050503 N 1128.0 0182 2,345.92 063003 N 1121 0 0183 483.12 112602 N 866.00 0184 164.76 061303 N 1142.0 0185 277.41 062603 N 1143.0 0186 1,128.87 071703 N 1146.0 0187 401.71 072303 N 1147.0 0188 401.71 073103 N 1150.0 0189 1,227.37 090403 N 1162.0 0190 1,166.65 090503 N 1163.0 0191 1,166.65 090803 N 1165.0 0192 1,307.61 090903 N 1166.0 0193 495.50 070903 N 1144.0 0194 583.68 071403 N 1145.0 0195 618.92 100303 N 1185.0 0196 120.72 072503 N 1149.0 0197 1,015.93 091003 N 1167.0 0198 5,500.55 110603 N 1192 0 0199 70.35 091003 N 1178.0 0200 446.85 032603 N 1043.0 0201 1,595.08 033103 N 1026.0 0202 549.05 120203 N 1197.0 0203 3,114.37 121603 N 1213 0 002 0057 2,075.19 E.W. @ F.A.(+) 070102 N 838045 0062 2,253.97 120502 N 928 0 0064 301.34 011703 N 927 0 0065 395.59 022103 N 979 0 0067 1,344.82 040203 N 1022 0 0068 1,104.67 042903 N 1061 0 0069 825.11 043003 N 1064 0 0070 3,028.11 043003 N 1062 0 0071 1,140.27 050203 N 1063 0 0072 1,148.02 050703 N 1066 0 0073 794.74 050903 N 1065 0 0074 798.57 051203 N 1067 0 0075 1,023.32 051603 N 1068 0 0076 499.12 051903 N 1078 0 0077 669.51 060203 N 1077 0 0078 1,064.72 050103 N 1075 0 0079 168.40 061003 N 1080 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 02/24/04 EST. NO.38 TIME 02:21 PM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0080 284.73 072803 N 1138 0 0081 341.42 072103 N 1139 0 0082 252.61 061603 N 1131 0 0083 422.64 020403 N 1108 0 0084 556.25 070103 N 1107 0 0085 1,036.58 070703 N 1113 0 0086 769.24 081403 N 1159 0 007 0015 950.31 E.W. @ F.A.(+) 021204 N 1223.0 018 0002 11,249.17 E.W. @ F.A.(+) 060203 N 1110.0 027 0013 264.60 E.W. @ F.A.(+) 080902 N 652 0 0014 798.04 120801 N 433.00 0015 317.14 082202 N 660 0 031 0010 1,928.76 E.W. @ F.A.(+) 121101 N 375 0 050 0043 407.81 E.W. @ F.A.(+) 081001 N 912.00 0044 903.43 090402 N 755.00 0045 903.43 050502 N 756.00 0046 772.36 091002 N 757.00 0047 903.43 091102 N 758.00 0048 677.56 091202 N 759.00 0049 903.43 091602 N 760.00 0051 606.77 041603 N 1056.0 0052 1,355.18 040803 N 1050.0 0053 1,355.18 040903 N 1051.0 0054 1,355.18 041003 N 1052.0 0055 1,355.18 041103 N 1053.0 0056 718.09 041503 N 1055.0 0057 519.41 111202 N 904.00 0058 362.24 041403 N 1054.0 0059 2,263.39 110802 N 902.00 0060 677.33 111502 N 905.00 0061 369.84 050703 N 1090.0 0062 839.16 050203 N 1084.0 0063 506.00 041503 N 1102.0 0064 349.45 051503 N 1094.0 0065 465.95 051603 N 1095.0 096 0004 285.70 E.W. @ F.A.(+) 051403 N 1116.0 098 0071 416.32 E.W. @ F.A.(+) 090102 N 694.00 0072 416.32 090202 N 695.00 0073 168.56 090302 N 696.00 0074 168.56 090402 N 697.00 0075 168.56 090502 N 698.00 0076 168.56 090602 N 699.00 0077 335.65 090702 N 700.00 0078 416.32 090802 N 701.00 0079 168.56 090902 N 702.00 0080 168.56 091002 N 703.00 0081 168.56 091102 N 704.00 0082 168.56 091202 N 705.00 0083 168.56 091302 N 706.00 0084 269.68 091402 N 707.00 0085 269.68 091502 N 708A 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/24/04 EST. NO.38 TIME 02:21 PM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0086 168.56 091602 N 709.00 0087 168.56 091702 N 710.00 0088 168.56 082202 N 684.00 0089 168.56 091902 N 712.00 0090 168.56 092002 N 713.00 0091 335.65 092102 N 714.00 0092 416.32 092202 N 715.00 0094 345.24 092402 N 816.00 0095 2,062.35 111302 N 918.00 0096 4,124.67 011003 N 1130.0 0097 115.44 091302 N 1115 0 107 0027 83.16 E.W. @ F.A.(+) 092803 N 1194 0 0028 59.40 102603 N 1194.0 0029 48.40 111603 N 1196.0 110 0006 2,032.05 E.W. @ F.A.(+) 100303 N 1184.0 104,413.36 TOTAL THIS ESTIMATE 2,167,381.13 TOTAL PREVIOUS ESTIMATE 2,271,794.49 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 02/24/04 EST. NO.38 TIME 02:21 PM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DS HE MA OE RC -10,000.00 18 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION CFSCGF -10,000.00 06 CF USP RO RS NB SS D -10,000.00 07 CF, DPC, GR, OE -10,000.00 08 SUB LABOR PYRL -10,000.00 13 UNSAT. PAYROLLS -10,000.00 19 UNSAT. PAYROLLS -10,000.00 20 UNSAT. PAYROLLS -10,000.00 21 UNSAT. PAYROLL -10,000.00 23 UNSAT. PAYROLL -10,000.00 25 RETURN UNSAT PAYROLL 10,000.00 26 RETURN UNSAT PAYROLL 10,000.00 26 UNSAT PAYROLL -10,000.00 26 NON-SUB. PAYROLL -10,000.00 27 UNSAT PAYROLLS -10,000.00 29 RETURN DED EST. #23 10,000.00 31 MISSING PAYROLL -10,000.00 33 RETURN EST #27 & 29 20,000.00 33 0.00 -80,000.00 TOTAL DEDUCTIONS 0.00 -90,000.00 PROGRAM CAS145 PAGE 1 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 LOCATION PROGRESS ESTIMATE 12-ORA-405-10.2/12.4 ----------------- MCM CONSTRUCTION INCORPORATED IN ORANGE COUNTY IN COSTA MESA ON P.O. BOX 867 RTE 405 FROM BEAR ST OC TO 1.1 KM BLOOMINGTON, CA 92316 W OF HARBOR BLVD UC AND ON RTE 73 FROM 0.5 KM N OF BEAR ST UC TO RTE 405 FED. AID NO. ACIM-405 -2(890)102,ACIM-405 -2(890)N ,STPL-6212(8) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 7,500.0000 7,500.00 0.760 5,700.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,640,000.00 16.000 32,000.00 717.000 1,434,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 39,200.00 640.700 12,814.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.023 1,035.00 0.898 40,410.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.850 12,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.023 2,300.00 0.828 82,800.00 S) 08 TYPE III BARRICADE EA 150.0000 1,950.00 8.000 1,200.00 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0000 2,080.00 88.050 1,408.80 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 42,375.00 44,598.590 33,448.94 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,360.00 66.000 2,640.00 12 TEMPORARY PAVEMENT MARKER EA 3.2500 52,650.00 10,556.000 34,307.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 60,000.00 3.000 36,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 25.0000 480,000.00 14,150.450 353,761.25 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 195,000.00 560.000 168,000.00 S) 16 TEMPORARY TRAFFIC SCREEN M 8.5000 143,650.00 5,072.790 43,118.72 S) 17 REMOVE CHAIN LINK FENCE M 10.0000 10,000.00 2,407.400 24,074.00 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 49,200.00 1,863.540 37,270.80 19 REMOVE TRAFFIC STRIPE (PAINT) M 1.2000 38,880.00 2,051.000 2,461.20 40,040.710 48,048.85 20 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 678.000 678.00 13,632.000 13,632.00 21 REMOVE ROADSIDE SIGN EA 150.0000 9,450.00 1.000 150.00 22 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN PANEL EA 1,200.0000 10,800.00 1.000 1,200.00 24 REMOVE 450 MM CULVERT M 100.0000 1,900.00 31.300 3,130.00 25 REMOVE 600 MM CULVERT M 100.0000 47,000.00 3.650 365.00 707.020 70,702.00 26 REMOVE 675 MM CULVERT M 100.0000 2,400.00 20.800 2,080.00 27 REMOVE 750 MM CULVERT M 125.0000 625.00 2.120 265.00 28 REMOVE 2100 MM CULVERT M 150.0000 4,050.00 25.000 3,750.00 29 REMOVE 2250 MM CULVERT M 150.0000 4,800.00 22.000 3,300.00 30 REMOVE INLET EA 1,250.0000 53,750.00 2.000 2,500.00 59.000 73,750.00 31 REMOVE HEADWALL EA 750.0000 3,750.00 15.000 11,250.00 32 REMOVE REINFORCED CONCRETE BOX CULVERT LS 10,000.0000 10,000.00 1.000 10,000.00 33 REMOVE CONCRETE PAVEMENT M2 10.0000 6,400.00 7,338.000 73,380.00 34 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 119,800.00 243.050 486.10 52,651.390 105,302.78 35 RELOCATE ROADSIDE SIGN EA 250.0000 14,000.00 7.000 1,750.00 36 RELOCATE SIGN STRUCTURE EA 6,000.0000 42,000.00 6.500 39,000.00 37 REMOVE CONCRETE (RETAINING WALL) M3 50.0000 15,500.00 200.000 10,000.00 38 REMOVE CONCRETE (JUNCTION STRUCTURE) M3 70.0000 3,220.00 0.000 0.00 39 REMOVE CONCRETE BARRIER M 18.0000 2,520.00 137.000 2,466.00 40 REMOVE CONCRETE (CURB, GUTTER, AND M3 36.0000 34,560.00 141.460 5,092.56 1,469.140 52,889.04 SIDEWALK) 41 REMOVE SOUND WALL M2 15.0000 36,000.00 3,470.000 52,050.00 42 CAP INLET EA 1,250.0000 11,250.00 13.000 16,250.00 43 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,000.0000 22,000.00 1.000 22,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 45 CLEARING AND GRUBBING LS 138,000.0000 138,000.00 1.000 138,000.00 46 DEVELOP WATER SUPPLY LS 92,000.0000 92,000.00 0.583 53,636.00 47 ROADWAY EXCAVATION M3 11.0000 873,400.00 4,800.220 52,802.42 159,896.960 1,758,866.56 48 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 62,800.00 4,340.000 86,800.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 122,760.00 480.000 4,800.00 12,909.000 129,090.00 F) PROGRAM CAS145 PAGE 3 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 131,400.00 2,705.000 162,300.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 448,060.00 21,915.000 438,300.00 F) 52 SLURRY CEMENT BACKFILL M3 0.0100 5.40 295.000 2.95 53 SAND BACKFILL M3 130.0000 143,000.00 1,100.000 143,000.00 54 IMPORTED BORROW M3 0.0100 1,120.00 59,044.140 590.44 55 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 S) 56 EROSION CONTROL (TYPE C) TONN 2,000.0000 4,000.00 0.000 0.00 S) 57 TRANSPLANT TREE EA 800.0000 33,600.00 25.000 20,000.00 S) 58 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.574 2,296.00 S) 60 IRRIGATION SYSTEM LS 280,000.0000 280,000.00 0.000 0.00 S) 61 75 MM WELDED STEEL PIPE CONDUIT M 150.0000 2,400.00 0.000 0.00 (5.50 MM THICK) 62 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 36,400.00 0.000 0.00 S) (6.35 MM THICK) 63 EXTEND 150 MM CONDUIT M 250.0000 8,500.00 0.000 0.00 64 CLASS 2 AGGREGATE SUBBASE M3 18.0000 801,000.00 2,282.700 41,088.60 38,334.230 690,016.14 65 CLASS 2 AGGREGATE BASE M3 22.0000 367,400.00 609.920 13,418.24 17,984.920 395,668.24 66 LEAN CONCRETE BASE M3 120.0000 327,600.00 824.480 98,937.60 67 ASPHALT TREATED PERMEABLE BASE M3 115.0000 210,450.00 406.980 46,802.70 933.200 107,318.00 68 CEMENT TREATED PERMEABLE BASE M3 125.0000 1,102,500.00 762.900 95,362.50 6,495.930 811,991.25 69 ASPHALT CONCRETE TONN 50.0000 2,600,000.00 28,351.860 1,417,593.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 8,250.00 408.100 2,244.55 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 1,320.00 207.700 1,142.35 72 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.5000 38,775.00 2,063.200 11,347.60 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 1,210.00 116.900 642.95 74 CONCRETE PAVEMENT M3 150.0000 523,500.00 1,158.250 173,737.50 75 SEAL PAVEMENT JOINT M 5.0000 22,450.00 0.000 0.00 76 FURNISH STEEL PILING (HP 310 X 79) M 14.0000 128,772.00 9,427.070 131,978.98 PROGRAM CAS145 PAGE 4 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE STEEL PILE (HP 310 X 79) EA 400.0000 236,800.00 591.000 236,400.00 S) 78 FURNISH STEEL PILING (HP 360 X 132) M 24.0000 50,760.00 2,115.000 50,760.00 79 DRIVE STEEL PILE (HP 360 X 132) EA 400.0000 55,200.00 138.000 55,200.00 S) 80 406 MM CAST-IN-DRILLED-HOLE M 100.0000 140,000.00 2,418.850 241,885.00 S) CONCRETE PILING (BARRIER) 81 FURNISH PILING (CLASS 900C) M 12.5000 13,687.50 3,692.115 46,151.44 82 DRIVE PILE (CLASS 900C) EA 400.0000 33,200.00 262.000 104,800.00 S) 83 FURNISH PILING (CLASS 625C) M 8.5000 15,648.50 1,743.875 14,822.94 84 DRIVE PILE (CLASS 625C) EA 400.0000 57,600.00 141.000 56,400.00 S) 85 FURNISH PILING (CLASS 400C) M 8.5000 187,654.50 2,002.580 17,021.93 24,891.134 211,574.64 86 DRIVE PILE (CLASS 400C) EA 400.0000 781,600.00 201.000 80,400.00 2,276.000 910,400.00 S) 87 356 MM CAST-IN-DRILLED-HOLE M 50.0000 205,000.00 3,755.198 187,759.90 S) CONCRETE PILING (BARRIER) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 S) 89 TIEBACK ANCHOR EA 900.0000 78,300.00 87.000 78,300.00 S) 90 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 204,250.00 1,103.000 275,750.00 F) 91 STRUCTURAL CONCRETE, BRIDGE M3 450.0000 1,584,000.00 4,225.000 1,901,250.00 F) 92 STRUCTURAL CONCRETE, RETAINING WALL M3 640.0000 5,042,560.00 335.000 214,400.00 8,232.500 5,268,800.00 F) 93 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 56,500.00 226.000 56,500.00 F) (TYPE N) 94 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 5,484,500.00 7,834.000 5,483,800.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 299,250.00 341.815 324,724.25 F) 96 ARCHITECTURAL TREATMENT M2 15.0000 132,225.00 8,111.500 121,672.50 F) 97 DRILL AND BOND DOWEL M 70.0000 6,860.00 98.000 6,860.00 98 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 75.0000 810,000.00 1,288.000 96,600.00 10,709.000 803,175.00 SF) 99 SOUND WALL (MASONRY BLOCK) M2 75.0000 86,250.00 1,150.000 86,250.00 00 JOINT SEAL (MR 15 MM) M 200.0000 3,000.00 0.000 0.00 S) 01 JOINT SEAL (TYPE B - MR 50 MM) M 120.0000 5,160.00 26.000 3,120.00 S) 02 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 5,200.00 13.000 5,200.00 S) 03 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 5,400.00 29.000 13,050.00 S) PROGRAM CAS145 PAGE 5 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 583,000.00 752,877.000 752,877.00 SF) 05 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 694,358.50 41,951.000 48,243.65 683,086.000 785,548.90 F) 06 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9500 916,750.00 1,027,489.000 976,114.55 F) 07 SHOTCRETE M3 400.0000 24,000.00 60.000 24,000.00 F) 08 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 99,760.00 24,940.000 99,760.00 SF) 09 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 24,940.00 24,940.000 24,940.00 SF) 10 760 MM CAST-IN-DRILLED-HOLE M 900.0000 25,200.00 28.000 25,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 920 MM CAST-IN-DRILLED-HOLE M 920.0000 57,960.00 73.000 67,160.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 1220 MM CAST-IN-DRILLED-HOLE M 1,050.0000 6,300.00 6.000 6,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 METAL (BARRIER MOUNTED SIGN) KG 22.0000 8,140.00 0.000 0.00 14 ROADSIDE SIGN - ONE POST EA 150.0000 3,750.00 14.000 2,100.00 15 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 2.000 500.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 5.000 1,000.00 METHOD) 17 INSTALL SIGN OVERLAY M2 200.0000 1,200.00 0.000 0.00 18 INSTALL SIGN PANEL ON EXISTING FRAME M2 70.0000 6,300.00 0.000 0.00 19 PAINT CURB (2-COAT) M2 50.0000 700.00 35.000 1,750.00 20 450 MM HIGH DENSITY POLYETHYLENE M 115.0000 11,385.00 66.700 7,670.50 F) PLASTIC PIPE 21 600 MM HIGH DENSITY POLYETHYLENE M 120.0000 450,000.00 3,555.462 426,655.44 F) PLASTIC PIPE 22 750 MM HIGH DENSITY POLYETHYLENE M 335.0000 15,410.00 45.700 15,309.50 F) PLASTIC PIPE 23 1200 MM HIGH DENSITY POLYETHYLENE M 350.0000 5,950.00 16.800 5,880.00 F) PLASTIC PIPE 24 450 MM REINFORCED CONCRETE PIPE M 175.0000 2,275.00 5.300 927.50 25 600 MM REINFORCED CONCRETE PIPE M 200.0000 3,800.00 29.470 5,894.00 26 750 MM REINFORCED CONCRETE PIPE M 250.0000 4,000.00 21.300 5,325.00 27 1200 MM REINFORCED CONCRETE PIPE M 750.0000 5,475.00 7.300 5,475.00 28 2100 MM REINFORCED CONCRETE PIPE M 850.0000 22,950.00 26.900 22,865.00 29 2250 MM REINFORCED CONCRETE PIPE M 1,000.0000 19,000.00 19.000 19,000.00 30 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 99.100 113,965.00 (CLASS V) PROGRAM CAS145 PAGE 6 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 169,600.00 2,655.400 42,486.40 10,440.380 167,046.08 32 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.0000 20,700.00 104.500 4,807.00 499.840 22,992.64 33 PERMEABLE MATERIAL (CLASS 2) M3 60.0000 150,000.00 5,795.000 347,700.00 34 255 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 4,400.00 22.000 4,400.00 35 450 MM WELDED STEEL PIPE CASING (BRIDGE) M 260.0000 13,000.00 50.000 13,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,500.00 2.000 1,000.00 37 600 MM ALTERNATIVE PIPE RISER M 500.0000 3,000.00 4.100 2,050.00 38 900 MM PRECAST CONCRETE PIPE MANHOLE M 300.0000 2,100.00 7.000 2,100.00 S) 39 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 4,420.00 85.000 4,420.00 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 28.0000 2,100.00 0.000 0.00 41 MINOR CONCRETE (CHANNEL LINING) M3 0.0100 21.50 1,725.000 17.25 42 SLOPE PAVING (CONCRETE) M3 200.0000 6,000.00 30.000 6,000.00 F) 43 ROCK SLOPE PROTECTION FABRIC M2 2.0000 380.00 0.000 0.00 44 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 60,000.00 34.640 10,392.00 135.040 40,512.00 CONSTRUCTION) 45 MINOR CONCRETE (GUTTER) M 60.0000 63,120.00 216.000 12,960.00 278.000 16,680.00 F) 46 FRAME AND GRATE EA 250.0000 42,500.00 115.000 28,750.00 47 MANHOLE FRAME AND COVER EA 750.0000 5,250.00 9.000 6,750.00 S) 48 BRIDGE DECK DRAINAGE SYSTEM LS 7,500.0000 7,500.00 1.000 7,500.00 S) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 44,000.00 400.000 10,000.00 400.000 10,000.00 S) 50 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 S) 51 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 S) 52 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 53 OBJECT MARKER (TYPE L) EA 50.0000 1,250.00 0.000 0.00 54 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 48,600.00 145.700 13,113.00 S) 55 CONCRETE BARRIER (TYPE 50D MODIFIED) M 500.0000 3,500.00 0.000 0.00 F) 56 CABLE RAILING M 16.0000 16,960.00 0.000 0.00 SF) 57 GUARD, CABLE FENCE M 26.0000 15,080.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 42,000.00 12.000 18,000.00 59 CRASH CUSHION, SAND FILLED EA 7,500.0000 15,000.00 0.000 0.00 S) 60 CRASH CUSHION (TYPE RECT9SCBS) EA 18,000.0000 18,000.00 0.000 0.00 S) 61 CONCRETE BARRIER (TYPE 60) M 70.0000 28,000.00 72.000 5,040.00 62 CONCRETE BARRIER (TYPE 60C) M 140.0000 110,600.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 60D) M 65.0000 33,085.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 60E) M 170.0000 56,100.00 176.360 29,981.20 65 CONCRETE BARRIER (TYPE 732) M 70.0000 389,970.00 460.246 32,217.22 5,525.710 386,799.70 SF) 66 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 5,760.00 23.540 564.96 S) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 32,640.00 7,398.110 5,918.49 9,441.710 7,553.37 S) 68 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 8,328.00 461.750 1,108.20 501.070 1,202.57 S) 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,600.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 408.00 121.920 73.15 S) (BROKEN 5.18 M - 2.14 M) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,200.00 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 72 PAINTED STRIPE AND PAVEMENT MARKING M2 22.0000 374.00 0.000 0.00 S) 73 PAINT TRAFFIC STRIPE (2-COAT) M 3.5000 1,330.00 0.000 0.00 74 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,880.00 656.000 721.60 3,548.000 3,902.80 S) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9500 20,060.00 621.000 1,831.95 1,864.000 5,498.80 76 SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 0.070 350.00 S) 77 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.557 13,925.00 S) 78 SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.944 23,600.00 S) 79 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.033 6,600.00 0.755 151,000.00 S) 80 CHANGEABLE MESSAGE SIGN SYSTEM LS 18,000.0000 18,000.00 0.900 16,200.00 S) 81 COMMUNICATION CONDUIT M 65.0000 204,750.00 -380.000 -24,700.00 3,580.000 232,700.00 S) 82 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.194 2,910.00 S) 83 TRAFFIC MONITORING STATION (LOCATION 2) LS 14,000.0000 14,000.00 0.372 5,208.00 S) 84 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.000 0.00 S) 86 RAMP METERING SYSTEM (LOCATION 2) LS 24,000.0000 24,000.00 0.035 840.00 0.589 14,136.00 S) 87 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.016 480.00 0.254 7,620.00 S) 88 RAMP METERING SYSTEM (LOCATION 4) LS 31,000.0000 31,000.00 0.707 21,917.00 S) 89 RAMP METERING SYSTEM (LOCATION 5) LS 28,000.0000 28,000.00 0.227 6,356.00 S) 90 RAMP METERING SYSTEM (LOCATION 6) LS 29,000.0000 29,000.00 0.422 12,238.00 S) 91 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 92 LEAD COMPLIANCE PLAN LS 60,000.0000 60,000.00 1.000 60,000.00 PROGRAM CAS145 PAGE 9 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 02:21 PM ESTIMATE NO. 38 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 863,520.76 31,534,429.87 ADJUSTMENT OF COMPENSATION 0.00 895,285.01 EXTRA WORK 104,413.36 1,376,509.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 967,934.12 33,806,224.36 93 MOBILIZATION LS 3544,935.0000 3,544,935.00 1.000 3,544,935.00 ORIGINAL CONTRACT AMOUNT 36,678,302.90 TOTAL WORK COMPLETED 967,934.12 37,351,159.36 MATERIALS ON HAND ON SITE 40,459.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -90,000.00 TOTAL 967,934.12 37,301,619.00 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 01/18/01 1070 02/05/01 02/05/01 07/26/05 717 41 0 3 88% 67% PROGRESS IS SATISFACTORY KELLERMAN, LARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/04