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 12/19/03 EST. NO.60 TIME 01:41 PM 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 7276-1 -573.57 E.W. @ F.A.(+) 110501 N 2257.0 DAO CORRECTING ENTRY 7277-1 -266.99 110501 N 2256.0 DAO CORRECTING ENTRY 7311-1 -215.51 110501 N 2287.0 DAO CORRECTING ENTRY 7340-1 -295.45 110601 N 2276.0 DAO CORRECTING ENTRY 7840-1 -272.91 011603 N 3431.0 DAO CORRECTING ENTRY 7892 32.98 011603 N 4090.0 002 5876 2,939.40 E.W. @ F.A.(+) 051903 N 6037.1 014 5741 351.79 E.W. @ F.A.(+) 091503 N HUR250 5742 105.24 013100 N 4110.0 015 0050-1 -411.48 E.W. @ F.A.(+) 090100 N 897 0 DAO CORRECTING ENTRY 0050-2 822.96 090100 N 897 0 DAO CORRECTING ENTRY 5756 607.31 060500 N 0644.0 016 0009 293.82 E.W. @ F.A.(+) 080101 N 2252.0 025 5741 69.63 E.W. @ F.A.(+) 092702 N 3105.0 5745 705.29 050503 N 3792.0 5775 508.40 061102 N 2981.0 041 0005 2,612.02 E.W. @ F.A.(+) 122799 N N/A 0 081 0099 3,295.90 E.W. @ F.A.(+) 052202 N 2942.0 091 0021-5 -1,802.19 E.W. @ F.A.(+) 071100 N 755 0 DAO CORRECTING ENTRY 092 0049 476.52 E.W. @ F.A.(+) 042103 N 3711.0 093 0049 239.09 E.W. @ F.A.(+) 071200 N 3188.0 0054 1,827.51 012803 N 3377.0 0063 1,869.04 071200 N 750 0 097 0010-1 -1,108.68 E.W. @ F.A.(+) 050101 N 1606.0 DAO CORRECTING ENTRY 133 0021 451.56 E.W. @ F.A.(+) 062003 N HUR300 165 7282 965.35 E.W. @ F.A.(+) 091301 N 2204.0 181 0004 249.07 E.W. @ F.A.(+) 040803 N 3864.0 193 0031 67.49 E.W. @ F.A.(+) 102302 N 4079.0 194 0051 479.18 E.W. @ F.A.(+) 111402 N 3890.0 0061 439.14 092203 N 4081.0 198 0008 253.24 E.W. @ F.A.(+) 031803 N 3553.0 206 0062 1,001.27 E.W. @ F.A.(+) 101102 N 3575.0 223 0023 1,063.38 E.W. @ F.A.(+) 013003 N 3448.0 226 0172 2,278.55 E.W. @ F.A.(+) 042303 N 3759.0 0179 75.61 031403 N 3912.0 0205 227.70 052803 N 4056.0 229 0003 70.89 E.W. @ F.A.(+) 081302 N 2999.1 240 0003 200.28 E.W. @ F.A.(+) 093002 N 3099.0 241 0003 499.01 E.W. @ F.A.(+) 102802 N 3202.0 243 0001 2,623.31 E.W. @ F.A.(+) 110502 N 3201.0 0002 311.46 103002 N 3204.0 0006 861.09 110502 N 3346.0 0010 1,200.42 103102 N 3877.0 248 0005 126.07 E.W. @ F.A.(+) 120902 N 3861.0 253 0005 49.59 E.W. @ F.A.(+) 010703 N 4093 0 258 0020 481.03 E.W. @ F.A.(+) 091503 N HUR260 0021 401.59 091603 N HUR270 26,186.40 TOTAL THIS ESTIMATE 6,954,444.19 TOTAL PREVIOUS ESTIMATE 6,980,630.59 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 12/19/03 EST. NO.60 TIME 01:41 PM 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 RESTAKING CHARGES -880.00 51 OTHER OUTSTAND. DOCS -50,000.00 56 RETURN DEDUCT 7,590.00 57 0.00 -54,222.36 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 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 12/19/03 EST. NO.60 TIME 01:41 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JAN -10,000.00 21 PRS RECD NOV 5,000.00 21 PRS RECD JAN 10,000.00 22 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 O/S PRS DEC -10,000.00 47 O/S PRS JAN -10,000.00 48 O/S PRS FEB -10,000.00 49 PRS RECD NOV 10,000.00 49 O/S PRS MARCH -10,000.00 50 PRS RECD FEB 10,000.00 50 O/S PRS APRIL -10,000.00 51 PRS RECD JAN 10,000.00 51 O/S PRS MAY -10,000.00 53 O/S PRS JUNE -10,000.00 55 PRS RECD MARCH 10,000.00 55 O/S PRS JULY -4,451.41 56 PRS RECD DEC 02 10,000.00 56 O/S PRS SEPT -3,352.84 58 PRS RECD JULY 4,451.41 58 PRS RECD JUNE 10,000.00 59 O/S PRS NOV -1,221.45 60 PRS RECD SEPT 3,352.84 60 2,131.39 -21,221.45 TOTAL DEDUCTIONS 2,131.39 -75,443.81 PROGRAM CAS145 PAGE 1 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 02 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 584.291 9,348.66 S) 03 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 2.000 1,000.00 S) 04 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 05 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 1.000 285,000.00 06 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 1.000 36,300.00 07 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 08 TYPE III BARRICADE EA 100.0000 8,900.00 90.000 9,000.00 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 346.250 6,925.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 47,285.700 28,371.42 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 81.000 2,430.00 (LEFT IN PLACE) 12 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 209.000 12,540.00 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 11.000 11,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 5.000 100,000.00 15 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 11,096.610 221,932.20 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 212.000 53,000.00 17 ABANDON CULVERT EA 21,000.0000 21,000.00 2.000 42,000.00 18 ABANDON MANHOLE EA 650.0000 28,600.00 46.000 29,900.00 19 ABANDON PIPELINE EA 300.0000 27,900.00 100.000 30,000.00 20 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 4,749.202 85,485.64 21 REMOVE BARRICADE EA 10.0000 410.00 26.000 260.00 22 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 1,447.260 23,156.16 PROGRAM CAS145 PAGE 2 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 11,709.120 23,418.24 24 REMOVE CHANNELIZERS EA 20.0000 2,200.00 135.000 2,700.00 25 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 110.000 2,310.00 26 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 10.000 30,000.00 27 REMOVE CURB M 13.0000 4,680.00 353.200 4,591.60 28 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 1.000 6,000.00 29 REMOVE SHED LS 3,000.0000 3,000.00 1.000 3,000.00 30 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 561.680 19,658.80 31 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 7,500.873 52,506.11 32 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 33 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 34 RELOCATE HYDRANT EA 300.0000 2,100.00 7.000 2,100.00 S) 35 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 6.000 540.00 S) 36 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 12.000 3,360.00 37 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 2.000 800.00 38 REMODEL MANHOLE EA 800.0000 4,000.00 4.000 3,200.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 3,573.050 7,146.10 26,966.240 53,932.48 S) (45 MM MAXIMUM) 40 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 331.000 2,317.00 41 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 182.900 2,743.50 42 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 -18.290 -731.60 567.600 22,704.00 43 PLUG CULVERT EA 250.0000 1,000.00 5.000 1,250.00 44 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 45 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 46 ROADWAY EXCAVATION M3 8.0000 3,032,000.00 420,719.120 3,365,752.96 47 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 13,810.510 345,262.75 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 8,693.000 217,325.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 8,975.260 493,639.30 F) PROGRAM CAS145 PAGE 3 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 8,857.200 487,146.00 F) 51 SAND BACKFILL M3 75.0000 4,500.00 76.320 5,724.00 52 DITCH EXCAVATION M3 40.0000 39,600.00 1,298.383 51,935.32 53 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 1,945.000 875,250.00 SF) 54 IMPORTED BORROW M3 0.0100 1,690.00 129,246.490 1,292.46 55 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.995 746,250.00 S) 56 IMPORTED TOPSOIL M3 80.0000 3,120.00 76.460 6,116.80 57 TOPSOIL M3 20.0000 40,200.00 2,166.260 43,325.20 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.058 5,800.00 0.375 37,500.00 S) 60 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 1.000 715,000.00 S) 61 WATER METER EA 1,800.0000 10,800.00 6.000 10,800.00 S) 62 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 550.800 88,128.00 S) POLYETHYLENE PIPE CONDUIT 63 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 64 CLASS 2 AGGREGATE BASE M3 25.0000 1,245,000.00 51,724.386 1,293,109.65 65 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 2,112.740 84,509.60 66 SLURRY SEAL TONN 1,000.0000 1,000.00 9.570 9,570.00 67 ASPHALT CONCRETE TONN 41.0000 1,558,000.00 39,653.686 1,625,801.13 68 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 1,232.230 65,308.19 69 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 7,500.609 45,003.65 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 3,489.630 55,834.08 AREA) 71 ASPHALTIC EMULSION TONN 350.0000 3,150.00 6.010 2,103.50 (FOG SEAL COAT AND PAINT BINDER) 72 CONCRETE PAVEMENT M3 140.0000 819,000.00 5,911.290 827,580.60 73 SEAL PAVEMENT JOINT M 6.0000 29,820.00 10,570.800 63,424.80 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 1,798.405 179,840.50 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 2,578.475 232,062.75 S) PILING 76 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 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 82.000 262,400.00 S) PILING 78 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2,055,900.00 622.800 2,055,240.00 S) PILING 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2,100,000.00 1.000 2,100,000.00 S) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1,135,800.00 3,786.000 1,135,800.00 F) 81 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16,881,690.00 42,300.300 16,877,819.70 F) 82 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 1,902.723 951,361.50 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 502.000 233,430.00 F) (TYPE N) 84 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1,008,720.00 2,564.700 923,292.00 F) 85 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 404.677 404,677.00 F) 87 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 206.738 20,673.80 88 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 2,561.100 192,082.50 F) 89 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 1,494.886 28,402.83 SF) 90 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 9,921.457 99,214.57 F) 91 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 340.000 34,000.00 F) 92 DRY STACK TEXTURE M2 100.0000 1,500.00 15.000 1,500.00 F) 93 DRILL AND BOND DOWEL M 18.0000 846.00 135.600 2,440.80 94 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 F) 95 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 1.600 80.00 S) 96 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 5,130.987 923,577.66 SF) 97 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 323.303 96,990.90 SF) 98 PTFE BEARING EA 4,000.0000 272,000.00 68.000 272,000.00 S) 99 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 39.700 7,940.00 S) 00 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 38.990 13,256.60 S) 01 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 127.620 165,906.00 S) 02 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 84.890 144,313.00 S) 03 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 37.010 81,422.00 S) PROGRAM CAS145 PAGE 5 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 18.430 57,133.00 S) 05 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7,549,700.00 7,592,992.900 7,592,992.90 SF) 06 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 183,038.700 219,646.44 SF) 07 ISOLATION CASING KG 9.0000 90,720.00 10,080.000 90,720.00 SF) 08 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 5,140.000 21,845.00 F) 09 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 5,140.000 3,598.00 SF) 10 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 108,956.000 435,824.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 108,956.000 54,478.00 SF) 12 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 98.600 88,740.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 29.000 29,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 1,020.000 17,340.00 F) 15 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 49.000 11,025.00 16 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 10.000 8,350.00 17 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 17.000 1,445.00 METHOD) 18 INSTALL SIGN OVERLAY M2 30.0000 480.00 15.500 465.00 19 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 20 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 21 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 2,858.160 571,632.00 22 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 469.610 98,618.10 23 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 91.000 24,570.00 24 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 358.000 150,360.00 25 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 736.890 243,173.70 26 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 634.690 291,957.40 27 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 28 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 54.000 89,100.00 S) (CLASS V) 29 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 101.000 313,100.00 S) (CLASS V) 30 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 101.510 31,468.10 ARCH PROGRAM CAS145 PAGE 6 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 32.500 13,000.00 STEEL PIPE (2.77 MM THICK) 32 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 201.530 54,413.10 CORRUGATED STEEL PIPE (1.63 MM THICK) 33 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 1,648.000 44,496.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 112.000 6,720.00 35 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 41.600 17,888.00 STEEL PIPE INLET (2.77 MM THICK) 36 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 2.600 832.00 STEEL PIPE RISER (2.77 MM THICK) 37 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 60.630 31,527.60 S) (TRENCHED) 38 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 69.370 152,614.00 S) (JACKED-BORED) 39 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 S) (JACKED) 40 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 2.000 600.00 41 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 10.000 4,000.00 42 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000.00 43 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200.00 44 150 MM GATE VALVE EA 650.0000 3,900.00 6.000 3,900.00 S) 45 200 MM GATE VALVE EA 800.0000 7,200.00 12.000 9,600.00 S) 46 250 MM GATE VALVE EA 1,100.0000 5,500.00 4.000 4,400.00 S) 47 300 MM GATE VALVE EA 1,200.0000 7,200.00 5.000 6,000.00 S) 48 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 62.250 14,317.50 49 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 16.000 32,000.00 S) 50 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 2.000 2,400.00 S) 51 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 179.020 30,433.40 S) 52 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 S) (IN REINFORCED CONCRETE PIPE CASING) 53 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 S) 54 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 925.870 92,587.00 S) MAIN 55 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 15.700 4,082.00 S) 56 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 550.800 60,588.00 S) MAIN 57 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 38.030 9,507.50 S) PROGRAM CAS145 PAGE 7 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 381.990 103,137.30 S) 59 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 0.000 0.00 S) 60 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 S) (IN STEEL CASING) 61 WATER LATERAL EA 1,500.0000 30,000.00 23.000 34,500.00 S) 62 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 15.000 1,500.00 S) EXTRA STRENGTH 63 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 531.220 84,995.20 S) EXTRA STRENGTH 64 200 MM PVC SDR 35 M 150.0000 226,500.00 1,450.705 217,605.75 S) 65 250 MM PVC SDR 35 M 230.0000 211,600.00 719.802 165,554.46 S) 66 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 5.000 1,750.00 S) 67 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 52.000 166,400.00 S) 68 SEWER LATERAL EA 730.0000 31,390.00 25.000 18,250.00 S) 69 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 6.250 3,125.00 S) 70 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 90.370 15,362.90 S) 71 TELEVISE SEWER LS 22,000.0000 22,000.00 1.000 22,000.00 S) 72 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 1,430.093 31,462.05 73 ROCK SLOPE PROTECTION M3 28.0000 896.00 13.663 382.56 (FACING, METHOD B) 74 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 512.131 204,852.40 75 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 2,138.270 4,276.54 76 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 991.875 267,806.25 CONSTRUCTION) 77 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 57.100 21,412.50 F) 78 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 1,275.410 44,639.35 79 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 242.210 20,587.85 80 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 23,522.000 47,044.00 F) 81 MISCELLANEOUS METAL KG 9.0000 138,060.00 15,340.000 138,060.00 SF)(RESTRAINER - CABLE TYPE) 82 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 30,128.000 180,768.00 SF) 83 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 S) VINYL-CLAD) 84 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 6,387.800 242,736.40 S) PROGRAM CAS145 PAGE 8 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 5.000 3,000.00 S) 86 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 7.000 6,300.00 S) 87 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 223.000 8,920.00 88 OBJECT MARKER EA 90.0000 990.00 14.000 1,260.00 89 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 985.820 80,837.24 S) 90 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 SF) 91 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 6,814.560 749,601.60 F) 92 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 2,513.327 427,265.59 93 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 458.423 77,931.91 94 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 72.500 10,512.50 95 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 365.000 54,750.00 96 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 54.200 5,420.00 97 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 270.000 99,900.00 98 CABLE RAILING M 25.0000 30,350.00 990.670 24,766.75 SF) 99 REMOVABLE BARRIER POST EA 550.0000 1,100.00 2.000 1,100.00 S) 00 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 S) 01 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 15.000 7,500.00 S) (BREAKAWAY, TYPE B) 02 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 7.000 700.00 S) 03 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 29.000 63,800.00 S) 04 RETURN SECTION EA 110.0000 110.00 0.000 0.00 S) 05 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 S) 06 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 5.000 152,500.00 S) 07 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 195.870 7,443.06 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 4,045.000 16,180.00 S) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 2,123.000 3,396.80 S) (BROKEN 3.66 M - 0.92 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 64.000 352.00 S) (BROKEN 1.83 M - 0.31 M) 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 264.000 303.60 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 43,259.300 17,303.72 S) 13 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 9,416.000 11,299.20 S) 14 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 7,334.000 24,935.60 S) 15 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 16 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 1.000 12,000.00 S) 17 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 1.000 525,000.00 S) 18 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 4.000 16,000.00 S) CABINET (SINGLE) 19 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 4.000 24,000.00 S) CABINET (DOUBLE) 20 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 1,776.500 24,871.00 SF) 21 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 1.000 41,000.00 S) 22 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 23 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 1.000 26,000.00 S) 24 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 1.000 58,000.00 S) 25 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 1.000 58,000.00 S) 26 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 S) (LOCATION 5) 27 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 11.000 29,700.00 S) PROGRAM CAS145 PAGE 10 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:41 PM ESTIMATE NO. 60 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 12/20/03 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,214.50 56,444,213.73 ADJUSTMENT OF COMPENSATION 0.00 416,562.93 EXTRA WORK 26,186.40 6,564,067.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,400.90 63,424,844.32 28 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 38,400.90 69,424,844.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,131.39 -75,443.81 TOTAL 40,532.29 69,349,400.51 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 08/05/04 1044 61 54 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/19/03