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 12/23/02 EST. NO.46 TIME 11:39 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 7739 162.47 E.W. @ F.A.(+) 092402 N 3074.0 7760 47.67 092502 N 3110.0 7783 143.04 110702 N 3197.0 7784 240.32 110602 N 3198.0 7786 331.52 110102 N 3214.0 7789 104.87 102902 N 3217.0 7792 192.94 110601 N 3218.0 002 5774-1 -1,916.78 E.W. @ F.A.(+) 072302 N 88 0 DAO CORRECTING ENTRY 5774-2 1,922.14 072302 N 88 0 DAO CORRECTING ENTRY 5775-1 -1,671.89 072502 N 90 0 DAO CORRECTING ENTRY 5775-2 1,677.26 072502 N 90 0 DAO CORRECTING ENTRY 5776-1 -1,685.18 072602 N 91 0 DAO CORRECTING ENTRY 5776-2 1,690.54 072602 N 91 0 DAO CORRECTING ENTRY 5778-1 -1,467.41 073002 N 93 0 DAO CORRECTING ENTRY 5778-2 1,472.76 073002 N 93 0 DAO CORRECTING ENTRY 5779-1 -2,175.17 072402 N 89 0 DAO CORRECTING ENTRY 5779-2 2,180.52 072402 N 89 0 DAO CORRECTING ENTRY 5796 1,375.52 110502 N 312 0 5797 1,375.52 110602 N 313 0 5798 1,375.52 110702 N 314 0 5799 1,678.28 111302 N 15 0 5800 512.11 112602 N 316 0 003 0009 7,839.52 A.C. @ U.P.(+) 122302 N N/A2 0 020 0015 900.00 E.W. @ F.A.(+) 101102 N 3119.0 026 0068 213.77 E.W. @ F.A.(+) 102802 N 200 0 0069 1,396.52 110402 N 201 0 0070 858.98 052402 N 202 0 030 0013 249.93 E.W. @ F.A.(+) 041200 N 3225.0 081 0116 4,255.45 A.C. @ L.S.(+) 121902 N N/A1 0 0117 135,982.81 E.W. @ L.S.(+) 121902 N NONE60 084 0002 924.70 E.W. @ L.S.(+) 012302 N NONE 0 128 0029 391.18 E.W. @ L.S.(+) 122302 N -- 0 164 0004 1,010.70 E.W. @ L.S.(+) 122302 N -- 0 167 0028 2,548.68 E.W. @ F.A.(+) 071101 N 3232.0 194 0034 2,745.92 E.W. @ F.A.(+) 091702 N 3180.0 200 0004 157.87 E.W. @ F.A.(+) 090202 N 3048.0 206 0020 471.66 E.W. @ F.A.(+) 080102 N 3174.0 217 0002 452.85 A.C. @ L.S.(+) 121802 N NONE 0 223 0014 1,293.40 E.W. @ F.A.(+) 110802 N 3199.0 239 0001 1,815.71 E.W. @ F.A.(+) 091902 N 3124.0 0002 953.68 091702 N 3129.0 0003 374.71 091602 N 3130.0 240 0001 1,101.40 E.W. @ F.A.(+) 092402 N 3071.0 0004 152.91 092602 N 3148.0 0007 1,982.98 A.C. @ L.S.(+) 121802 N NONE 0 241 0001 1,957.33 E.W. @ F.A.(+) 101102 N 3211.0 242 0001 2,020.75 A.C. @ L.S.(+) 121702 N NONE10 246 0001 1,085.35 A.C. @ L.S.(+) 121702 N NONE 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 12/23/02 EST. NO.46 TIME 11:39 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 180,705.33 TOTAL THIS ESTIMATE 4,673,336.04 TOTAL PREVIOUS ESTIMATE 4,854,041.37 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 12/23/02 EST. NO.46 TIME 11:39 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CONCRETE -352.30 04 OUT-OF-SPEC CONCRETE -259.55 04 OUT-OF-SPEC CONCRETE -1,800.00 06 OUT-OF-SPEC CONCRETE -1,340.06 07 OUT-OF-SPEC CONCRETE -470.45 31 NON-COMPL SWPPP -360,000.00 32 SWPPP COMPLIANCE 360,000.00 33 RESTAKING CHARGES -6,710.00 39 0.00 -10,932.36 EQUAL EMPLOYMENT OPPORTUNITY O/S EEO DOCS -10,000.00 28 DOCS RECD 10,000.00 30 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRTL PRS RECD SEPT 9,000.00 05 PRS RECD SEPT 1,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS JAN -10,000.00 08 O/S PRS FEB -10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS MARCH -10,000.00 10 PRS RECD FEB 10,000.00 11 PRTL PRS RECD MARCH 5,000.00 11 O/S PRS MAY -10,000.00 12 O/S PRS JUNE -10,000.00 13 PRTL PRS RECD MARCH 4,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD MARCH 1,000.00 14 O/S PRS AUGUST -10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD MAY 10,000.00 16 PRS RECD JUNE 10,000.00 16 O/S PRS OCT -10,000.00 17 PRS RECD JULY 10,000.00 17 O/S PRS NOV -10,000.00 19 PRS RECD AUG 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS DEC -10,000.00 20 PRTL PRS RECD OCT 5,000.00 20 PRTL PRS RECD NOV 5,000.00 20 O/S PRS JAN -10,000.00 21 PRS RECD NOV 5,000.00 21 PRS RECD JAN 10,000.00 22 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/23/02 EST. NO.46 TIME 11:39 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD DEC 10,000.00 23 O/S PRS APRIL -10,000.00 24 O/S PRS MAY -10,000.00 25 PRS RECD OCT 5,000.00 25 PRS RECD APRIL 10,000.00 25 O/S PRS JUNE -10,000.00 26 PRS RECD MAY 10,000.00 26 PRS RECD JUNE 10,000.00 28 O/S PRS AUGUST -10,000.00 29 O/S PRS SEPT -10,000.00 30 PRS RECD AUGUST 10,000.00 30 O/S PRS OCT -10,000.00 31 PRS RECD SEPT 10,000.00 31 O/S PRS NOV -10,000.00 32 PRS RECD OCT 10,000.00 32 PRS RECD NOV 10,000.00 36 O/S PRS FEB -10,000.00 37 O/S PRS MARCH -10,000.00 38 PRS RECD FEB 10,000.00 38 O/S PRS MAR RECD 10,000.00 39 O/S PRS JUNE -10,000.00 41 O/S PRS JULY -10,000.00 42 PRS RECD JUNE 10,000.00 42 PRS RECD JULY 10,000.00 43 O/S PRS SEPT -10,000.00 44 O/S PRS OCT -10,000.00 45 PRS RECD SEPT 10,000.00 45 O/S PRS NOV -10,000.00 46 PRS RECD OCT 10,000.00 46 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,932.36 PROGRAM CAS145 PAGE 1 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 LOCATION PROGRESS ESTIMATE 11-SD-125-13.7/L14.0 ----------------- FCI CONSTRUCTORS IN SAN DIEGO COUNTY IN AND NR LEMON 12707 HIGH BLUFF DR, STE 135 GROVE AND LA MESA ON RTE 125 FROM SAN DIEGO,CA 92130 TROY ST TO 0.3 KM E OF PANORAMA DR UC AND ON RTE 94 FROM 0.2 KM W OF GROVE ST OC TO 0.2 E CAMPO RD UC FED. AID NO. ACNH-X073(43)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 564.291 9,028.66 (S) 003 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 1.000 500.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 005 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.010 2,850.00 0.990 282,150.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.009 326.70 0.887 32,198.10 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.019 3,040.00 0.973 155,680.00 008 TYPE III BARRICADE EA 100.0000 8,900.00 90.000 9,000.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 283.400 5,668.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 2,615.700 1,569.42 47,285.700 28,371.42 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 81.000 2,430.00 (LEFT IN PLACE) 012 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 10.000 600.00 209.000 12,540.00 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 11.000 11,000.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 5.000 100,000.00 015 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 270.100 5,402.00 11,096.610 221,932.20 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 212.000 53,000.00 017 ABANDON CULVERT EA 21,000.0000 21,000.00 2.000 42,000.00 018 ABANDON MANHOLE EA 650.0000 28,600.00 46.000 29,900.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 99.000 29,700.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 4,749.202 85,485.64 021 REMOVE BARRICADE EA 10.0000 410.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 37.800 604.80 1,137.850 18,205.60 PROGRAM CAS145 PAGE 2 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 930.400 1,860.80 7,918.870 15,837.74 024 REMOVE CHANNELIZERS EA 20.0000 2,200.00 35.000 700.00 025 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 1.000 21.00 27.000 567.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 8.000 24,000.00 027 REMOVE CURB M 13.0000 4,680.00 353.200 4,591.60 028 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 1.000 6,000.00 029 REMOVE SHED LS 3,000.0000 3,000.00 1.000 3,000.00 030 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 961.033 6,727.23 7,500.873 52,506.11 032 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 033 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 034 RELOCATE HYDRANT EA 300.0000 2,100.00 7.000 2,100.00 (S) 035 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 7.000 630.00 (S) 036 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 2.000 560.00 037 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 1.000 400.00 038 REMODEL MANHOLE EA 800.0000 4,000.00 5.000 4,000.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 7,420.640 14,841.28 (S) (45 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 331.000 2,317.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 0.000 0.00 042 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 585.890 23,435.60 043 PLUG CULVERT EA 250.0000 1,000.00 5.000 1,250.00 044 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.810 24,300.00 046 ROADWAY EXCAVATION M3 8.0000 3,032,000.00 4,441.140 35,529.12 418,984.900 3,351,879.20 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 13,810.510 345,262.75 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 8,414.900 210,372.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 881.600 48,488.00 8,688.410 477,862.55 (F) PROGRAM CAS145 PAGE 3 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 15.000 825.00 8,358.600 459,723.00 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 76.320 5,724.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 1,090.370 43,614.80 053 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 38.000 17,100.00 1,087.000 489,150.00 (SF) 054 IMPORTED BORROW M3 0.0100 1,690.00 52,970.000 529.70 055 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.033 24,750.00 0.090 67,500.00 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 1,761.810 35,236.20 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 059 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.001 100.00 0.006 600.00 (S) 060 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 0.108 77,220.00 0.656 469,040.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 6.000 10,800.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 537.600 86,016.00 (S) POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.200 4,000.00 064 CLASS 2 AGGREGATE BASE M3 25.0000 1,245,000.00 2,718.140 67,953.50 49,624.820 1,240,620.50 065 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 2,112.740 84,509.60 066 SLURRY SEAL TONN 1,000.0000 1,000.00 0.000 0.00 067 ASPHALT CONCRETE TONN 41.0000 1,558,000.00 1,835.530 75,256.73 29,406.386 1,205,661.83 068 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 275.720 14,613.16 781.880 41,439.64 069 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 150.500 903.00 4,850.699 29,104.19 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 1,609.630 25,754.08 AREA) 071 ASPHALTIC EMULSION TONN 350.0000 3,150.00 4.930 1,725.50 (FOG SEAL COAT AND PAINT BINDER) 072 CONCRETE PAVEMENT M3 140.0000 819,000.00 254.940 35,691.60 5,468.790 765,630.60 073 SEAL PAVEMENT JOINT M 6.0000 29,820.00 9,667.100 58,002.60 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 1,773.955 177,395.50 (S) PILING 075 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 2,578.475 232,062.75 (S) PILING 076 2.80 M CAST-IN-DRILLED-HOLE CONCRETE M 2,360.0000 77,880.00 32.900 77,644.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 82.000 262,400.00 (S) PILING 078 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2,055,900.00 622.800 2,055,240.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2,100,000.00 0.996 2,091,600.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1,135,800.00 3,786.000 1,135,800.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 6,881,690.00 30.640 12,225.36 42,289.260 16,873,414.74 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 1,902.623 951,311.50 (F) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 33.250 15,461.25 464.000 215,760.00 (F) (TYPE N) 084 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1,008,720.00 2.200 792.00 2,564.800 923,328.00 (F) 085 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 16.610 16,610.00 370.451 370,451.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 260.913 26,091.30 088 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 2,384.650 178,848.75 (F) 089 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 1,494.886 28,402.83 (SF) 090 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 5,946.700 59,467.00 (F) 091 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 340.000 34,000.00 (F) 092 DRY STACK TEXTURE M2 100.0000 1,500.00 15.000 1,500.00 (F) 093 DRILL AND BOND DOWEL M 18.0000 846.00 135.600 2,440.80 094 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 (F) 095 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 1.600 80.00 (S) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 94.000 16,920.00 4,831.637 869,694.66 (SF) 097 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 323.303 96,990.90 (SF) 098 PTFE BEARING EA 4,000.0000 272,000.00 68.000 272,000.00 (S) 099 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 13.000 2,600.00 26.000 5,200.00 (S) 100 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 13.000 4,420.00 26.000 8,840.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 28.000 36,400.00 54.000 70,200.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 17.000 28,900.00 17.000 28,900.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 13.000 28,600.00 (S) PROGRAM CAS145 PAGE 5 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7,549,700.00 11,157.800 11,157.80 7,592,992.800 7,592,992.80 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 61.600 73.92 183,039.000 219,646.80 (SF) 107 ISOLATION CASING KG 9.0000 90,720.00 202.000 1,818.00 10,080.000 90,720.00 (SF) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 0.000 0.00 (SF) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 39,926.000 159,704.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 39,926.000 19,963.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 94.400 84,960.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 29.500 29,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 0.000 0.00 (F) 115 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 20.000 4,500.00 116 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 5.000 4,175.00 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 3.000 255.00 METHOD) 118 INSTALL SIGN OVERLAY M2 30.0000 480.00 0.000 0.00 119 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 121 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 161.620 32,324.00 2,608.260 521,652.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 99.930 20,985.30 378.410 79,466.10 123 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 91.000 24,570.00 124 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 358.000 150,360.00 125 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 736.890 243,173.70 126 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 634.690 291,957.40 127 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 128 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 54.000 89,100.00 (S) (CLASS V) 129 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 101.000 313,100.00 (S) (CLASS V) 130 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 101.510 31,468.10 ARCH PROGRAM CAS145 PAGE 6 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 2.700 1,080.00 34.700 13,880.00 STEEL PIPE (2.77 MM THICK) 132 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 178.030 48,068.10 CORRUGATED STEEL PIPE (1.63 MM THICK) 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 1,648.000 44,496.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 112.000 6,720.00 135 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 2.100 903.00 34.700 14,921.00 STEEL PIPE INLET (2.77 MM THICK) 136 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (2.77 MM THICK) 137 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 60.630 31,527.60 (S) (TRENCHED) 138 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 69.370 152,614.00 (S) (JACKED-BORED) 139 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 (S) (JACKED) 140 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 9.000 3,600.00 142 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000.00 143 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 144 150 MM GATE VALVE EA 650.0000 3,900.00 7.000 4,550.00 (S) 145 200 MM GATE VALVE EA 800.0000 7,200.00 11.000 8,800.00 (S) 146 250 MM GATE VALVE EA 1,100.0000 5,500.00 4.000 4,400.00 (S) 147 300 MM GATE VALVE EA 1,200.0000 7,200.00 5.000 6,000.00 (S) 148 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 5.750 1,322.50 60.250 13,857.50 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 14.000 28,000.00 (S) 150 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 2.000 2,400.00 (S) 151 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 179.020 30,433.40 (S) 152 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 (S) (IN REINFORCED CONCRETE PIPE CASING) 153 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 (S) 154 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 925.870 92,587.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 15.700 4,082.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 550.800 60,588.00 (S) MAIN 157 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 34.900 8,725.00 (S) PROGRAM CAS145 PAGE 7 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 373.090 100,734.30 (S) 159 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 8.900 4,984.00 (S) 160 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 (S) (IN STEEL CASING) 161 WATER LATERAL EA 1,500.0000 30,000.00 22.000 33,000.00 (S) 162 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 0.000 0.00 (S) EXTRA STRENGTH 163 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 531.220 84,995.20 (S) EXTRA STRENGTH 164 200 MM PVC SDR 35 M 150.0000 226,500.00 1,450.705 217,605.75 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 719.802 165,554.46 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 5.000 1,750.00 (S) 167 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 52.000 166,400.00 (S) 168 SEWER LATERAL EA 730.0000 31,390.00 25.000 18,250.00 (S) 169 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 40.000 20,000.00 (S) 170 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 90.370 15,362.90 (S) 171 TELEVISE SEWER LS 22,000.0000 22,000.00 0.250 5,500.00 (S) 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 58.990 1,297.78 173 ROCK SLOPE PROTECTION M3 28.0000 896.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 304.107 121,642.80 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 123.410 246.82 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 921.120 248,702.40 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 50.600 18,975.00 (F) 178 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 712.800 24,948.00 179 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 0.000 0.00 180 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 138.000 276.00 18,873.000 37,746.00 (F) 181 MISCELLANEOUS METAL KG 9.0000 138,060.00 12,652.500 113,872.50 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 1,342.800 8,056.80 30,468.000 182,808.00 (SF) 183 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 (S) VINYL-CLAD) 184 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 67.000 2,546.00 3,694.330 140,384.54 (S) PROGRAM CAS145 PAGE 8 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 3.000 1,800.00 (S) 186 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 3.000 2,700.00 (S) 187 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 0.000 0.00 188 OBJECT MARKER EA 90.0000 990.00 0.000 0.00 189 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 22.800 1,869.60 539.560 44,243.92 (S) 190 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 (SF) 191 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 938.000 103,180.00 6,635.370 729,890.70 (F) 192 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 80.730 13,724.10 2,181.950 370,931.50 193 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 258.030 43,865.10 194 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 42.500 6,162.50 195 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 54.200 5,420.00 197 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 0.000 0.00 198 CABLE RAILING M 25.0000 30,350.00 968.010 24,200.25 (SF) 199 REMOVABLE BARRIER POST EA 550.0000 1,100.00 0.000 0.00 (S) 200 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 (S) 201 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 7.000 3,500.00 (S) (BREAKAWAY, TYPE B) 202 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 2.000 200.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 3.000 6,600.00 15.000 33,000.00 (S) 204 RETURN SECTION EA 110.0000 110.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 (S) 206 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 2.000 61,000.00 4.000 122,000.00 (S) 207 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 76.420 2,903.96 (S) 208 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 64.000 352.00 (S) (BROKEN 1.83 M - 0.31 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 1,394.000 557.60 6,983.300 2,793.32 (S) 213 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 418.000 501.60 3,627.000 4,352.40 (S) 214 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 278.000 945.20 3,487.000 11,855.80 (S) 215 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.960 48,000.00 (S) 216 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.040 21,000.00 0.840 441,000.00 (S) 218 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 1.000 4,000.00 (S) CABINET (SINGLE) 219 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 0.000 0.00 (S) CABINET (DOUBLE) 220 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 1,776.500 24,871.00 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.460 18,860.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.090 4,320.00 0.850 40,800.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.980 56,840.00 (S) 225 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 0.460 26,680.00 (S) 226 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (LOCATION 5) 227 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 10.000 27,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 11:39 AM ESTIMATE NO. 46 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 850,002.09 52,328,670.32 ADJUSTMENT OF COMPENSATION 17,636.90 563,226.04 EXTRA WORK 163,068.43 4,290,815.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,030,707.42 57,182,711.69 228 MOBILIZATION LS 6000,000.0000 6,000,000.00 1.000 6,000,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 1,030,707.42 63,182,711.69 MATERIALS ON HAND ON SITE 637,883.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,932.36 TOTAL 1,030,707.42 63,799,663.07 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 06/25/99 1100 07/12/99 07/12/99 02/07/03 818 43 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/02