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 05/27/03 EST. NO.28 TIME 09:59 AM 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 0115 402.43 E.W. @ F.A.(+) 111102 N 864.00 0116 754.60 123102 N 869.00 0117 142.18 112102 N 859.00 0118 94.79 120402 N 861.00 0119 379.16 120202 N 860.00 0120 296.23 120902 N 862.00 0121 491.90 110102 N 863.00 0122 1,533.63 111601 N 381.00 0123 801.73 010702 N 393.00 0124 1,795.74 011802 N 396.00 0125 66.37 061202 N 910.00 0126 889.38 061402 N 633.00 0127 228.39 071202 N 815.00 0128 229.63 071202 N 625.00 0129 561.01 111202 N 865.00 0130 124.95 121902 N 867.00 0131 555.20 122002 N 868.00 0132 2,289.90 123002 N 939.00 0133 517.92 012802 N 946.00 0134 728.54 011703 N 943.00 0135 525.61 010303 N 940.00 0136 162.47 010603 N 941 0 0137 1,036.82 011303 N 942.00 0138 832.52 012103 N 944 0 0139 758.32 012303 N 945.00 0140 396.34 012703 N 933.00 0141 396.34 012803 N 934.00 0142 189.58 012903 N 935.00 0143 189.58 013103 N 936.00 0144 331.77 020303 N 937.00 0145 236.98 020403 N 938.00 0146 266.26 012403 N 989.00 0147 548.58 030303 N 991.00 0148 3,612.64 022503 N 990.00 0149 129.79 031903 N 1030.0 0150 230.16 021303 N 1006.0 0151 692.79 031503 N 1010.0 0152 263.63 022103 N 1001.0 0153 487.43 030303 N 1009.0 0154 738.92 020603 N 999.00 0155 1,129.87 031603 N 1011.0 0156 1,251.44 021203 N 1000.0 0157 320.47 022703 N 1003.0 0158 458.55 031703 N 1012.0 0159 812.48 021403 N 1005.0 0160 981.14 022403 N 1004.0 003 0022 296.23 E.W. @ F.A.(+) 112102 N 870.00 004 0005 115.09 E.W. @ F.A.(+) 123102 N 871.00 0006 1,262.19 091102 N 925 0 0007 181.81 020403 N 1002.0 007 0006 550.00 E.W. @ F.A.(+) 121002 N 872.00 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 05/27/03 EST. NO.28 TIME 09:59 AM 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 --------------------------------------------------------------------------- 0007 500.00 121002 N 908.00 0008 500.00 121002 N 919.00 0009 975.00 031103 N 1024.0 0010 1,525.00 041003 N 1025.0 0011 1,300.00 040503 N 1023.0 0012 1,050.00 042902 N 520.00 010 0016 102.29 E.W. @ F.A.(+) 071701 N 914.00 026 0008 280.86 E.W. @ F.A.(+) 053001 N 915.00 031 0009 901.56 E.W. @ F.A.(+) 121101 N 377 0 0011 1,114.23 121201 N 378 0 052 0003 5,703.97 A.C. @ F.A.(+) 082901 N 128 0 0004 926.38 083101 N 360 0 060 0008 1,983.32 E.W. @ F.A.(+) 120701 N 407.00 069 0025 1,054.83 A.C. @ F.A.(+) 030303 N 1014.0 0026 987.14 031003 N 1016.0 0027 1,054.83 031103 N 1020.0 0028 1,054.83 030603 N 1017.0 0029 987.14 030403 N 1019.0 0030 755.77 012502 N 479.00 0031 865.59 020602 N 514.00 0032 1,244.52 010902 N 513.00 0033 2,607.55 020102 N 542.00 0034 2,897.13 122001 N 541.00 0035 226.87 020602 N 480.00 0036 836.82 022403 N 1013.0 0037 1,184.09 122002 N 906.00 0039 919.45 030503 N 1018.0 0040 632.12 030703 N 1015.0 0041 381.49 022803 N 1021.0 081 0023 4,015.63 E.W. @ F.A.(+) 082902 N 739.00 0024 4,015.63 011603 N 985.00 0025 4,015.63 110102 N 907.00 0026 4,015.63 121902 N 955.00 0027 1,636.80 112202 N 953.00 0028 1,689.60 122202 N 954.00 0029 4,291.67 021903 N 986.00 0030 3,107.48 072602 N 723.00 0031 4,180.63 082902 N 917.00 0032 142.18 092502 N 744.00 0033 135.37 090402 N 740.00 0034 473.93 082302 N 737.00 0035 844.23 082102 N 735.00 0036 1,066.40 082202 N 736.00 0037 533.19 082602 N 738.00 0038 739.93 121202 N 956.00 0039 3,334.49 081602 N 732.00 0040 2,553.63 081902 N 733.00 0041 758.32 092402 N 743.00 0042 801.67 092002 N 848.00 0044 378.42 091902 N 741.01 0045 860.87 092302 N 742.00 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 05/27/03 EST. NO.28 TIME 09:59 AM 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 --------------------------------------------------------------------------- 0046 568.74 012803 N 964.00 0047 1,154.14 013003 N 966.00 085 0005 166,102.10 A.C. @ L.S.(+) 092002 N REV-A2 092 0001 6,688.13 E.W. @ F.A.(+) 041202 N 527 0 093 0007 4,464.21 E.W. @ F.A.(+) 083101 N 153 0 0008 2,191.57 092401 N 158 0 0009 326.77 092601 N 159 0 0010 217.85 092701 N 160 0 0011 2,845.07 082401 N 664 0 094 0002 11,496.08 E.W. @ L.S.(+) 052003 N A2-940 107 0001 126.72 E.W. @ F.A.(+) 042901 N 636.00 0002 251.24 052701 N 637.00 0003 657.80 071801 N 638.00 0004 209.00 072901 N 639.00 0005 525.36 082601 N 640.00 0006 789.80 093001 N 641.00 0007 480.04 093001 N 642.00 0008 530.64 112501 N 643.00 0009 357.28 123001 N 644.00 0010 345.84 012702 N 645.00 0011 197.12 033102 N 647.00 0012 160.60 042802 N 648.00 0013 144.32 052802 N 649.00 0014 176.00 063002 N 650.00 0015 500.72 081102 N 651.00 0016 749.32 092902 N 856.00 0017 236.72 102702 N 857.00 0018 141.24 012603 N 978.00 0019 267.08 120802 N 858.00 110 0001 178.32 E.W. @ F.A.(+) 011503 N 932 0 0002 604.27 011303 N 931 0 0003 282.66 010203 N 968.00 0004 930.76 010303 N 969.00 0005 259.21 010603 N 970.00 111 0001 406.41 E.W. @ F.A.(+) 021803 N 992.00 0002 278.61 021803 N 993.00 0003 544.99 030503 N 1008.0 0004 408.75 030603 N 1007.0 0005 1,238.46 020403 N 995.00 0006 1,119.63 020503 N 994.00 0007 2,823.46 013103 N 998.00 0008 2,747.90 020303 N 997.00 0009 1,543.90 013003 N 996.00 326,682.42 TOTAL THIS ESTIMATE 1,786,797.99 TOTAL PREVIOUS ESTIMATE 2,113,480.41 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 05/27/03 EST. NO.28 TIME 09:59 AM 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 0.00 -90,000.00 TOTAL DEDUCTIONS 0.00 -100,000.00 PROGRAM CAS145 PAGE 1 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 7,500.0000 7,500.00 0.760 5,700.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,640,000.00 22.000 44,000.00 543.000 1,086,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 39,200.00 640.700 12,814.00 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.526 23,670.00 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.850 12,750.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.023 2,300.00 0.621 62,100.00 (S) 008 TYPE III BARRICADE EA 150.0000 1,950.00 8.000 1,200.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0000 2,080.00 88.050 1,408.80 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 42,375.00 36,080.000 27,060.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,360.00 66.000 2,640.00 012 TEMPORARY PAVEMENT MARKER EA 3.2500 52,650.00 8,614.000 27,995.50 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 60,000.00 3.000 36,000.00 (S) 014 TEMPORARY RAILING (TYPE K) M 25.0000 480,000.00 560.800 14,020.00 11,333.000 283,325.00 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 300.0000 195,000.00 455.000 136,500.00 (S) 016 TEMPORARY TRAFFIC SCREEN M 8.5000 143,650.00 -19.050 -161.93 4,301.800 36,565.30 (S) 017 REMOVE CHAIN LINK FENCE M 10.0000 10,000.00 2,407.400 24,074.00 018 REMOVE METAL BEAM GUARD RAILING M 20.0000 49,200.00 311.050 6,221.00 1,375.540 27,510.80 019 REMOVE TRAFFIC STRIPE (PAINT) M 1.2000 38,880.00 34,750.860 41,701.03 020 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 12,541.000 12,541.00 021 REMOVE ROADSIDE SIGN EA 150.0000 9,450.00 1.000 150.00 022 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SIGN PANEL EA 1,200.0000 10,800.00 1.000 1,200.00 024 REMOVE 450 MM CULVERT M 100.0000 1,900.00 31.300 3,130.00 025 REMOVE 600 MM CULVERT M 100.0000 47,000.00 43.800 4,380.00 579.840 57,984.00 026 REMOVE 675 MM CULVERT M 100.0000 2,400.00 20.800 2,080.00 027 REMOVE 750 MM CULVERT M 125.0000 625.00 0.900 112.50 2.120 265.00 028 REMOVE 2100 MM CULVERT M 150.0000 4,050.00 25.000 3,750.00 029 REMOVE 2250 MM CULVERT M 150.0000 4,800.00 22.000 3,300.00 030 REMOVE INLET EA 1,250.0000 53,750.00 3.000 3,750.00 53.000 66,250.00 031 REMOVE HEADWALL EA 750.0000 3,750.00 4.000 3,000.00 15.000 11,250.00 032 REMOVE REINFORCED CONCRETE BOX CULVERT LS 10,000.0000 10,000.00 1.000 10,000.00 033 REMOVE CONCRETE PAVEMENT M2 10.0000 6,400.00 7,338.000 73,380.00 034 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 119,800.00 3,505.920 7,011.84 35,334.920 70,669.84 035 RELOCATE ROADSIDE SIGN EA 250.0000 14,000.00 2.000 500.00 036 RELOCATE SIGN STRUCTURE EA 6,000.0000 42,000.00 1.000 6,000.00 037 REMOVE CONCRETE (RETAINING WALL) M3 50.0000 15,500.00 0.000 0.00 038 REMOVE CONCRETE (JUNCTION STRUCTURE) M3 70.0000 3,220.00 0.000 0.00 039 REMOVE CONCRETE BARRIER M 18.0000 2,520.00 137.000 2,466.00 040 REMOVE CONCRETE (CURB, GUTTER, AND M3 36.0000 34,560.00 118.000 4,248.00 1,222.660 44,015.76 SIDEWALK) 041 REMOVE SOUND WALL M2 15.0000 36,000.00 3,470.000 52,050.00 042 CAP INLET EA 1,250.0000 11,250.00 2.000 2,500.00 11.000 13,750.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,000.0000 22,000.00 1.000 22,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 045 CLEARING AND GRUBBING LS 138,000.0000 138,000.00 1.000 138,000.00 046 DEVELOP WATER SUPPLY LS 92,000.0000 92,000.00 0.023 2,116.00 0.560 51,520.00 047 ROADWAY EXCAVATION M3 11.0000 873,400.00 13,907.120 152,978.32 136,258.420 1,498,842.62 048 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 62,800.00 4,340.000 86,800.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 122,760.00 8,812.000 88,120.00 (F) PROGRAM CAS145 PAGE 3 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 131,400.00 2,705.000 162,300.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 448,060.00 20,830.450 416,609.00 (F) 052 SLURRY CEMENT BACKFILL M3 0.0100 5.40 0.000 0.00 053 SAND BACKFILL M3 130.0000 143,000.00 0.000 0.00 054 IMPORTED BORROW M3 0.0100 1,120.00 59,044.140 590.44 055 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 (S) 056 EROSION CONTROL (TYPE C) TONN 2,000.0000 4,000.00 0.000 0.00 (S) 057 TRANSPLANT TREE EA 800.0000 33,600.00 20.000 16,000.00 (S) 058 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 059 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.528 2,112.00 (S) 060 IRRIGATION SYSTEM LS 280,000.0000 280,000.00 0.000 0.00 (S) 061 75 MM WELDED STEEL PIPE CONDUIT M 150.0000 2,400.00 0.000 0.00 (5.50 MM THICK) 062 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 36,400.00 0.000 0.00 (S) (6.35 MM THICK) 063 EXTEND 150 MM CONDUIT M 250.0000 8,500.00 0.000 0.00 064 CLASS 2 AGGREGATE SUBBASE M3 18.0000 801,000.00 964.760 17,365.68 29,264.460 526,760.28 065 CLASS 2 AGGREGATE BASE M3 22.0000 367,400.00 1,970.350 43,347.70 14,619.920 321,638.24 066 LEAN CONCRETE BASE M3 120.0000 327,600.00 205.650 24,678.00 574.770 68,972.40 067 ASPHALT TREATED PERMEABLE BASE M3 115.0000 210,450.00 442.830 50,925.45 068 CEMENT TREATED PERMEABLE BASE M3 125.0000 1,102,500.00 497.750 62,218.75 4,175.510 521,938.75 069 ASPHALT CONCRETE TONN 50.0000 2,600,000.00 1,836.000 91,800.00 19,089.300 954,465.00 070 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 8,250.00 0.000 0.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 1,320.00 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.5000 38,775.00 0.000 0.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 1,210.00 0.000 0.00 074 CONCRETE PAVEMENT M3 150.0000 523,500.00 951.750 142,762.50 075 SEAL PAVEMENT JOINT M 5.0000 22,450.00 0.000 0.00 076 FURNISH STEEL PILING (HP 310 X 79) M 14.0000 128,772.00 9,427.070 131,978.98 PROGRAM CAS145 PAGE 4 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE STEEL PILE (HP 310 X 79) EA 400.0000 236,800.00 591.000 236,400.00 (S) 078 FURNISH STEEL PILING (HP 360 X 132) M 24.0000 50,760.00 2,115.000 50,760.00 079 DRIVE STEEL PILE (HP 360 X 132) EA 400.0000 55,200.00 138.000 55,200.00 (S) 080 406 MM CAST-IN-DRILLED-HOLE M 100.0000 140,000.00 1,788.000 178,800.00 (S) CONCRETE PILING (BARRIER) 081 FURNISH PILING (CLASS 900C) M 12.5000 13,687.50 3,692.115 46,151.44 082 DRIVE PILE (CLASS 900C) EA 400.0000 33,200.00 262.000 104,800.00 (S) 083 FURNISH PILING (CLASS 625C) M 8.5000 15,648.50 1,743.875 14,822.94 084 DRIVE PILE (CLASS 625C) EA 400.0000 57,600.00 141.000 56,400.00 (S) 085 FURNISH PILING (CLASS 400C) M 8.5000 187,654.50 22,151.244 188,285.57 086 DRIVE PILE (CLASS 400C) EA 400.0000 781,600.00 1,999.000 799,600.00 (S) 087 356 MM CAST-IN-DRILLED-HOLE M 50.0000 205,000.00 3,355.198 167,759.90 (S) CONCRETE PILING (BARRIER) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 089 TIEBACK ANCHOR EA 900.0000 78,300.00 0.000 0.00 (S) 090 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 204,250.00 1,103.000 275,750.00 (F) 091 STRUCTURAL CONCRETE, BRIDGE M3 450.0000 1,584,000.00 4,225.000 1,901,250.00 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL M3 640.0000 5,042,560.00 7,284.250 4,661,920.00 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 56,500.00 226.000 56,500.00 (F) (TYPE N) 094 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 5,484,500.00 7,834.000 5,483,800.00 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 299,250.00 27.180 25,821.00 220.050 209,047.50 (F) 096 ARCHITECTURAL TREATMENT M2 15.0000 132,225.00 7,224.000 108,360.00 (F) 097 DRILL AND BOND DOWEL M 70.0000 6,860.00 98.000 6,860.00 098 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 75.0000 810,000.00 8,231.000 617,325.00 (SF) 099 SOUND WALL (MASONRY BLOCK) M2 75.0000 86,250.00 1,150.000 86,250.00 100 JOINT SEAL (MR 15 MM) M 200.0000 3,000.00 0.000 0.00 (S) 101 JOINT SEAL (TYPE B - MR 50 MM) M 120.0000 5,160.00 26.000 3,120.00 (S) 102 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 5,200.00 13.000 5,200.00 (S) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 5,400.00 12.000 5,400.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 583,000.00 752,000.000 752,000.00 (SF) 105 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 694,358.50 593,725.520 682,784.35 (F) 106 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9500 916,750.00 1,027,489.000 976,114.55 (F) 107 SHOTCRETE M3 400.0000 24,000.00 0.000 0.00 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 99,760.00 0.000 0.00 (SF) 109 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 24,940.00 0.000 0.00 (SF) 110 760 MM CAST-IN-DRILLED-HOLE M 900.0000 25,200.00 8.000 7,200.00 20.000 18,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 111 920 MM CAST-IN-DRILLED-HOLE M 920.0000 57,960.00 5.500 5,060.00 44.500 40,940.00 (S) CONCRETE PILE (SIGN FOUNDATION) 112 1220 MM CAST-IN-DRILLED-HOLE M 1,050.0000 6,300.00 6.000 6,300.00 6.000 6,300.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 METAL (BARRIER MOUNTED SIGN) KG 22.0000 8,140.00 0.000 0.00 114 ROADSIDE SIGN - ONE POST EA 150.0000 3,750.00 14.000 2,100.00 115 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 2.000 500.00 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 5.000 1,000.00 METHOD) 117 INSTALL SIGN OVERLAY M2 200.0000 1,200.00 0.000 0.00 118 INSTALL SIGN PANEL ON EXISTING FRAME M2 70.0000 6,300.00 0.000 0.00 119 PAINT CURB (2-COAT) M2 50.0000 700.00 35.000 1,750.00 120 450 MM HIGH DENSITY POLYETHYLENE M 115.0000 11,385.00 66.700 7,670.50 (F) PLASTIC PIPE 121 600 MM HIGH DENSITY POLYETHYLENE M 120.0000 450,000.00 155.740 18,688.80 2,934.322 352,118.64 (F) PLASTIC PIPE 122 750 MM HIGH DENSITY POLYETHYLENE M 335.0000 15,410.00 45.700 15,309.50 (F) PLASTIC PIPE 123 1200 MM HIGH DENSITY POLYETHYLENE M 350.0000 5,950.00 16.800 5,880.00 (F) PLASTIC PIPE 124 450 MM REINFORCED CONCRETE PIPE M 175.0000 2,275.00 5.300 927.50 125 600 MM REINFORCED CONCRETE PIPE M 200.0000 3,800.00 2.400 480.00 29.470 5,894.00 126 750 MM REINFORCED CONCRETE PIPE M 250.0000 4,000.00 2.400 600.00 21.300 5,325.00 127 1200 MM REINFORCED CONCRETE PIPE M 750.0000 5,475.00 7.300 5,475.00 128 2100 MM REINFORCED CONCRETE PIPE M 850.0000 22,950.00 26.900 22,865.00 129 2250 MM REINFORCED CONCRETE PIPE M 1,000.0000 19,000.00 19.000 19,000.00 130 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 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 169,600.00 1,040.200 16,643.20 6,450.980 103,215.68 132 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.0000 20,700.00 31.500 1,449.00 391.340 18,001.64 133 PERMEABLE MATERIAL (CLASS 2) M3 60.0000 150,000.00 5,795.000 347,700.00 134 255 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 4,400.00 22.000 4,400.00 135 450 MM WELDED STEEL PIPE CASING (BRIDGE) M 260.0000 13,000.00 50.000 13,000.00 136 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,500.00 2.000 1,000.00 137 600 MM ALTERNATIVE PIPE RISER M 500.0000 3,000.00 4.100 2,050.00 138 900 MM PRECAST CONCRETE PIPE MANHOLE M 300.0000 2,100.00 7.000 2,100.00 (S) 139 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 4,420.00 85.000 4,420.00 140 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 28.0000 2,100.00 0.000 0.00 141 MINOR CONCRETE (CHANNEL LINING) M3 0.0100 21.50 1,725.000 17.25 142 SLOPE PAVING (CONCRETE) M3 200.0000 6,000.00 30.000 6,000.00 30.000 6,000.00 (F) 143 ROCK SLOPE PROTECTION FABRIC M2 2.0000 380.00 0.000 0.00 144 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 60,000.00 37.740 11,322.00 100.400 30,120.00 CONSTRUCTION) 145 MINOR CONCRETE (GUTTER) M 60.0000 63,120.00 62.000 3,720.00 (F) 146 FRAME AND GRATE EA 250.0000 42,500.00 19.000 4,750.00 57.000 14,250.00 147 MANHOLE FRAME AND COVER EA 750.0000 5,250.00 9.000 6,750.00 (S) 148 BRIDGE DECK DRAINAGE SYSTEM LS 7,500.0000 7,500.00 1.000 7,500.00 (S) 149 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 44,000.00 0.000 0.00 (S) 150 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 (S) 151 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 (S) 152 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 153 OBJECT MARKER (TYPE L) EA 50.0000 1,250.00 0.000 0.00 154 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 48,600.00 23.100 2,079.00 30.770 2,769.30 (S) 155 CONCRETE BARRIER (TYPE 50D MODIFIED) M 500.0000 3,500.00 0.000 0.00 (F) 156 CABLE RAILING M 16.0000 16,960.00 0.000 0.00 (SF) 157 GUARD, CABLE FENCE M 26.0000 15,080.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 42,000.00 3.000 4,500.00 4.000 6,000.00 159 CRASH CUSHION, SAND FILLED EA 7,500.0000 15,000.00 0.000 0.00 (S) 160 CRASH CUSHION (TYPE RECT9SCBS) EA 18,000.0000 18,000.00 0.000 0.00 (S) 161 CONCRETE BARRIER (TYPE 60) M 70.0000 28,000.00 72.000 5,040.00 72.000 5,040.00 162 CONCRETE BARRIER (TYPE 60C) M 140.0000 110,600.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 60D) M 65.0000 33,085.00 0.000 0.00 (F) 164 CONCRETE BARRIER (TYPE 60E) M 170.0000 56,100.00 176.360 29,981.20 165 CONCRETE BARRIER (TYPE 732) M 70.0000 389,970.00 285.000 19,950.00 4,837.064 338,594.48 (SF) 166 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 5,760.00 4.640 111.36 (S) 167 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 32,640.00 768.400 614.72 (S) 168 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 8,328.00 39.320 94.37 (S) 169 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,600.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 170 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 408.00 121.920 73.15 (S) (BROKEN 5.18 M - 2.14 M) 171 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,200.00 0.000 0.00 (S) (BROKEN 11.00 M - 3.50 M) 172 PAINTED STRIPE AND PAVEMENT MARKING M2 22.0000 374.00 0.000 0.00 (S) 173 PAINT TRAFFIC STRIPE (2-COAT) M 3.5000 1,330.00 0.000 0.00 174 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,880.00 596.000 655.60 (S) 175 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9500 20,060.00 400.000 1,180.00 176 SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 0.000 0.00 (S) 177 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.001 25.00 0.220 5,500.00 (S) 178 SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.944 23,600.00 (S) 179 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.045 9,000.00 0.373 74,600.00 (S) 180 CHANGEABLE MESSAGE SIGN SYSTEM LS 18,000.0000 18,000.00 0.335 6,030.00 (S) 181 COMMUNICATION CONDUIT M 65.0000 204,750.00 14.000 910.00 2,048.000 133,120.00 (S) 182 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.046 690.00 0.123 1,845.00 (S) 183 TRAFFIC MONITORING STATION (LOCATION 2) LS 14,000.0000 14,000.00 0.084 1,176.00 (S) 184 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.000 0.00 (S) 186 RAMP METERING SYSTEM (LOCATION 2) LS 24,000.0000 24,000.00 0.051 1,224.00 0.365 8,760.00 (S) 187 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.003 90.00 (S) 188 RAMP METERING SYSTEM (LOCATION 4) LS 31,000.0000 31,000.00 0.282 8,742.00 0.569 17,639.00 (S) 189 RAMP METERING SYSTEM (LOCATION 5) LS 28,000.0000 28,000.00 0.064 1,792.00 (S) 190 RAMP METERING SYSTEM (LOCATION 6) LS 29,000.0000 29,000.00 0.007 203.00 0.422 12,238.00 (S) 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 192 LEAD COMPLIANCE PLAN LS 60,000.0000 60,000.00 1.000 60,000.00 PROGRAM CAS145 PAGE 9 DATE 05/27/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 09:59 AM ESTIMATE NO. 28 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 05/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 05/27/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 642,562.86 27,294,761.83 ADJUSTMENT OF COMPENSATION 190,422.62 892,135.82 EXTRA WORK 136,259.80 1,221,344.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 969,245.28 29,408,242.24 193 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 969,245.28 32,953,177.24 MATERIALS ON HAND ON SITE 68,394.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -100,000.00 TOTAL 969,245.28 32,921,571.34 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 07/06/05 543 30 0 3 79% 50% PROGRESS IS SATISFACTORY KELLERMAN, LARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/03