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 03/22/01 EST. NO.41 TIME 01:24 PM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0071 4,866.09 E.W. @ F.A.(+) 080499 N PP 0 0075 1,991.65 061500 N AAA 0 0076 903.89 070100 N BBB 0 0078 1,534.53 050499 N Q 0 0079 3,151.64 082900 N MB33.0 0080 1,367.06 092900 N MB30.0 0081 403.65 110700 N 931.00 0082 1,582.98 110700 N 867.00 125 0012 1,964.37 E.W. @ F.A.(+) 022201 N 1040.0 136 0026 380.88 E.W. @ F.A.(+) 091400 N 1021.0 0027 178.29 091800 N 1022.0 138 0011 571.62 E.W. @ F.A.(+) 013101 N 1018 0 0012 705.18 013101 N 1025.0 144 0003 245.08 E.W. @ F.A.(+) 102699 N 335.00 161 0022 161.96 E.W. @ F.A.(+) 020101 N 1024.0 186 0001 8,803.01 A.C. @ L.S.(+) VAR N 0 189 0036 780.02 E.W. @ F.A.(+) 020701 N 1019.0 195 0001 257.02 E.W. @ F.A.(+) 020701 N 1037.0 0001-1 -257.02 020701 N 1037.0 DAO CORRECTING ENTRY 0001-2 168.45 020701 N 1037.0 DAO CORRECTING ENTRY 0002 7,674.49 E.W. @ L.S.(+) VAR N 0 198 0004 2,215.80 E.W. @ F.A.(+) 020901 N 1044.0 200 0001 296.49 E.W. @ F.A.(+) 020901 N 1045.0 39,947.13 TOTAL THIS ESTIMATE 4,013,530.60 TOTAL PREVIOUS ESTIMATE 4,053,477.73 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 03/22/01 EST. NO.41 TIME 01:24 PM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION UNSATIS PAYROLL -10,000.00 25 UNSATIS. PAYROLLS -5,000.00 31 UNSAT PAYROLL -10,000.00 35 RETURN DEDUCTION 20,000.00 36 UNSATIS PAYROLL -10,000.00 37 RET DEDUC 5,000.00 37 UNSATIS PAYROLLS -10,000.00 38 UNSATIS PAYROLL -10,000.00 40 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 LOCATION PROGRESS ESTIMATE 12-ORA-5-35.8/36.9 ----------------- F C I CONSTRUCTORS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 1601 S. ANAHEIM BLVD. 0.4 MILE SOUTH OF KATELLA AVENUE TO ANAHEIM, CA 92802 0.4 MILE NORTH OF ANAHEIM BOULEVARD 714 817-9423 FED. AID NO. ACIM- 005-2(871)107,ACNH- 005-2(871)107,DPU-071(4)N WIDEN FREEWAY AND CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 002 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 29,280.00 3,758.000 15,032.00 (S) 003 TEMPORARY MANHOLE EA 4,000.0000 8,000.00 0.000 0.00 004 TEMPORARY REINFORCED CONCRETE BOX LF 150.0000 4,500.00 30.000 4,500.00 CULVERT 005 TEMPORARY JUNCTION STRUCTURE EA 2,600.0000 15,600.00 3.250 8,450.00 006 36" TEMPORARY CULVERT (REINFORCED LF 80.0000 76,800.00 1,932.000 154,560.00 CONCRETE PIPE) 007 60" TEMPORARY CULVERT (REINFORCED LF 155.0000 91,450.00 0.000 0.00 CONCRETE PIPE) 008 63" TEMPORARY CULVERT (REINFORCED LF 265.0000 2,650.00 0.000 0.00 CONCRETE PIPE) 009 TEMPORARY JACKED 36" REINFORCED LF 390.0000 93,600.00 238.000 92,820.00 (S) CONCRETE PIPE (CLASS IV) 010 TEMPORARY JACKED 60" REINFORCED LF 700.0000 147,000.00 0.000 0.00 (S) CONCRETE PIPE (CLASS IV) 011 TEMPORARY INLET EA 2,500.0000 15,000.00 4.000 10,000.00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 013 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 1.000 45,000.00 014 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 (S) 016 TYPE III BARRICADE EA 100.0000 19,000.00 30.000 3,000.00 60.000 6,000.00 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,860.00 2,865.000 5,730.00 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 13,100.00 168,952.560 42,238.14 019 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 449.000 17,960.00 020 PORTABLE DELINEATOR EA 40.0000 2,160.00 43.000 1,720.00 021 TEMPORARY PAVEMENT MARKER EA 3.5000 7,770.00 4,436.000 15,526.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 9.0000 204,300.00 28,860.000 259,740.00 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 179.000 44,750.00 (S) 025 TEMPORARY TRAFFIC SCREEN LF 2.0000 31,000.00 3,820.000 7,640.00 026 ABANDON REINFORCED CONCRETE BOX EA 1,500.0000 1,500.00 1.000 1,500.00 027 REMOVE CHAIN LINK FENCE LF 3.0000 17,190.00 4,975.000 14,925.00 028 REMOVE BARBED WIRE FENCE LF 5.0000 850.00 0.000 0.00 029 REMOVE METAL BEAM GUARD RAILING LF 5.0000 7,150.00 1,395.500 6,977.50 030 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 4,200.00 450.000 3,150.00 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 1,630.00 55,428.280 27,714.14 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 360.00 854.000 1,281.00 033 REMOVE PAVEMENT MARKER EA 2.0000 1,360.00 4,254.000 8,508.00 034 REMOVE ROADSIDE SIGN EA 165.0000 24,750.00 27.000 4,455.00 035 REMOVE SIGN STRUCTURE EA 2,000.0000 4,000.00 1.000 2,000.00 036 REMOVE PIPE LF 45.0000 100,350.00 2,626.000 118,170.00 037 REMOVE INLET EA 600.0000 1,200.00 2.000 1,200.00 038 REMOVE HEADWALL EA 600.0000 9,000.00 12.000 7,200.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT LF 15.0000 7,800.00 505.000 7,575.00 040 REMOVE MANHOLE EA 1,000.0000 3,000.00 3.000 3,000.00 041 REMOVE CATCH BASIN EA 600.0000 2,400.00 0.000 0.00 042 REMOVE CONCRETE PAVEMENT SQYD 2.0000 60,200.00 30,136.000 60,272.00 043 REMOVE BASE AND SURFACING CY 4.5000 9,765.00 6,391.800 28,763.10 044 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 14,200.00 715.000 14,300.00 (S) (WOOD POST) 045 ADJUST WATER VALVE BOXES AND COVERS EA 280.0000 12,040.00 28.000 7,840.00 TO GRADE 046 ADJUST SEWER MANHOLE EA 700.0000 16,100.00 13.000 9,100.00 (S) 047 REMOVE CONCRETE (CURB AND GUTTER) LF 1.2500 23,000.00 21,146.500 26,433.13 048 REMOVE CONCRETE SIDEWALK AND CURB RAMP SQYD 2.5000 8,175.00 4,038.600 10,096.50 049 REMOVE CONCRETE DRIVEWAY SQYD 2.7500 6,600.00 2,058.900 5,661.98 PROGRAM CAS145 PAGE 3 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CROSS GUTTER SQYD 7.0000 1,610.00 725.810 5,080.67 051 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,500.00 902.970 18,962.37 052 REMOVE CONCRETE BARRIER LF 18.0000 486.00 0.000 0.00 053 BRIDGE REMOVAL LS 80,000.0000 80,000.00 1.000 80,000.00 054 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 055 ROADWAY EXCAVATION CY 4.0000 1264,000.00 416,166.850 1,664,667.40 056 STRUCTURE EXCAVATION (BRIDGE) CY 5.0000 276,925.00 55,385.000 276,925.00 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 99,880.00 -10.000 -100.00 10,407.000 104,070.00 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 373,155.00 24,877.000 373,155.00 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 208,170.00 -6.000 -90.00 14,230.000 213,450.00 (F) 060 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 38,150.00 763.000 38,150.00 (F) WALL) 061 SAND BACKFILL CY 60.0000 4,980.00 73.100 4,386.00 062 EARTH RETAINING STRUCTURE, LOCATION A SQFT 35.0000 309,750.00 350.000 12,250.00 8,850.000 309,750.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION B SQFT 35.0000 527,100.00 15,060.000 527,100.00 (F) 064 EARTH RETAINING STRUCTURE, LOCATION C SQFT 35.0000 274,750.00 7,850.000 274,750.00 (F) 065 EARTH RETAINING STRUCTURE, LOCATION D SQFT 35.0000 273,000.00 7,800.000 273,000.00 (F) 066 EARTH RETAINING STRUCTURE, LOCATION E SQFT 35.0000 344,750.00 -163.000 -5,705.00 9,687.000 339,045.00 (F) 067 IMPORTED BORROW CY 2.5000 600,000.00 203,762.000 509,405.00 068 HIGHWAY PLANTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 069 ROCK BLANKET SQFT 5.0000 94,500.00 17,159.450 85,797.25 (S) 070 EROSION CONTROL (TYPE D) ACRE 2,500.0000 12,500.00 4.750 11,875.00 (S) 071 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.021 210.00 1.000 10,000.00 (S) 072 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 073 TREE WELL SLEEVES LS 13,000.0000 13,000.00 1.000 13,000.00 (S) 074 10" BITUMINOUS COATED CORRUGATED STEEL LF 35.0000 18,200.00 535.000 18,725.00 (S) PIPE CONDUIT (.064" THICK) 075 CLASS 4 AGGREGATE SUBBASE CY 25.0000 5,250.00 50.100 1,252.50 076 CLASS 2 AGGREGATE BASE CY 12.5000 475,000.00 42,312.710 528,908.88 PROGRAM CAS145 PAGE 4 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 3 AGGREGATE BASE CY 25.0000 4,500.00 962.120 24,053.00 078 LEAN CONCRETE BASE CY 80.0000 98,400.00 1,113.800 89,104.00 079 TREATED PERMEABLE BASE CY 40.0000 339,600.00 8,469.260 338,770.40 080 ASPHALT CONCRETE (TYPE B) TON 33.0000 980,100.00 33,016.320 1,089,538.56 081 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 15.0000 19,350.00 292.920 4,393.80 AREA) 082 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.2500 247.50 212.000 477.00 083 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 2.2500 765.00 209.000 470.25 084 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.2500 9,022.50 3,754.000 8,446.50 085 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 2.2500 292.50 80.000 180.00 086 CONCRETE PAVEMENT CY 82.0000 1697,400.00 20,203.530 1,656,689.46 087 CONCRETE PAVEMENT (RAMP TERMINI) CY 110.0000 47,300.00 445.480 49,002.80 088 SEAL PAVEMENT JOINT LF 1.0000 100,000.00 103,110.000 103,110.00 089 FURNISH 14" STEEL PIPE PILING LF 18.0000 70,182.00 3,971.000 71,478.00 090 DRIVE 14" STEEL PIPE PILE EA 850.0000 59,500.00 71.000 60,350.00 (S) 091 FURNISH 16" STEEL PIPE PILING LF 25.0000 2209,575.00 89,055.250 2,226,381.25 092 DRIVE 16" STEEL PIPE PILE EA 555.0000 730,380.00 1,332.000 739,260.00 (S) 093 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 25.0000 3,250.00 128.000 3,200.00 (S) (PILASTER) 094 18" CAST-IN-DRILLED HOLE CONCRETE LF 30.0000 3,000.00 102.000 3,060.00 (S) PILING (PILASTER) 095 FURNISH PILING (CLASS 100) LF 11.0000 260,590.00 21,973.000 241,703.00 096 DRIVE PILE (CLASS 100) EA 800.0000 316,000.00 383.000 306,400.00 (S) 097 VIBRATION MONITORING LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 098 FURNISH PILING (CLASS 70) LF 10.0000 80,020.00 8,028.000 80,280.00 099 DRIVE PILE (CLASS 70) EA 800.0000 115,200.00 146.000 116,800.00 (S) 100 FURNISH PILING (CLASS 45) LF 10.0000 159,840.00 15,921.000 159,210.00 101 DRIVE PILE (CLASS 45) EA 800.0000 304,800.00 381.000 304,800.00 (S) 102 16" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 42,000.00 1,496.000 41,888.00 (S) PILING (BARRIER) 103 PRESTRESSING CAST-IN-PLACE CONCRETE LS 515,000.0000 515,000.00 1.000 515,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 180.0000 794,880.00 4,433.000 797,940.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 286.0000 6625,762.00 23,167.000 6,625,762.00 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL CY 235.0000 1254,900.00 -4.000 -940.00 5,378.000 1,263,830.00 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 350.0000 336,000.00 960.000 336,000.00 (F) (TYPE N) 108 CLASS A CONCRETE (BOX CULVERT) CY 240.0000 440,400.00 636.260 152,702.40 1,867.200 448,128.00 (F) 109 MINOR CONCRETE (MINOR STRUCTURE) CY 775.0000 424,700.00 659.870 511,399.25 (F) 110 CLASS A CONCRETE (PIPE ENCASEMENT) CY 90.0000 4,410.00 62.400 5,616.00 111 SOUND WALL CAP LF 6.0000 2,952.00 492.000 2,952.00 (SF) 112 PILASTER, SOUND WALL CY 900.0000 18,000.00 20.000 18,000.00 (SF) 113 PILASTER, RETAINING WALL CY 600.0000 52,800.00 88.000 52,800.00 (F) 114 FURNISH AND INSTALL 36" ART PANEL EA 1,500.0000 54,000.00 36.000 54,000.00 (S) 115 FURNISH AND INSTALL 8" TILE SQFT 9.0000 215,100.00 23,900.000 215,100.00 (S) 116 FURNISH AND INSTALL 12" TILE SQFT 9.0000 11,160.00 1,240.000 11,160.00 (S) 117 CONCRETE SURFACE TEXTURE SQFT 1.0000 77,086.00 -192.000 -192.00 71,354.000 71,354.00 (SF) 118 RETAINING WALL STEM (TYPE 6) SQFT 12.0000 14,400.00 1,200.000 14,400.00 (SF) 119 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 24,600.00 4,100.000 24,600.00 (SF) 120 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 31,200.00 2,600.000 31,200.00 (SF) 121 PTFE BEARING EA 4,000.0000 48,000.00 12.000 48,000.00 (S) 122 JOINT SEAL (MR 1/2") LF 25.0000 1,575.00 63.000 1,575.00 (S) 123 JOINT SEAL (TYPE B-MR 1 1/2") LF 30.0000 19,200.00 26.000 780.00 666.000 19,980.00 (S) 124 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,880.00 74.000 8,880.00 (S) 125 JOINT SEAL ASSEMBLY (MR 3") LF 110.0000 5,720.00 52.000 5,720.00 (S) 126 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 120.0000 4,320.00 36.000 4,320.00 (S) 127 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 475.0000 19,950.00 42.000 19,950.00 (S) 128 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 20,000.00 40.000 20,000.00 (S) 129 JOINT SEAL ASSEMBLY (MR 7 1/2") LF 500.0000 47,000.00 94.000 47,000.00 (S) 130 JOINT SEAL ASSEMBLY (MR 8") LF 650.0000 22,750.00 35.000 22,750.00 (S) PROGRAM CAS145 PAGE 6 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) LB 0.4200 2960,412.00 886.000 372.12 7,049,482.000 2,960,782.44 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 263,425.00 -222.000 -111.00 530,591.000 265,295.50 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 117,051.00 12,294.000 6,147.00 241,619.962 120,809.98 (SF) 134 ASPHALT MEMBRANE WATERPROOFING SQFT 2.0000 75,100.00 37,550.000 75,100.00 (SF) 135 FURNISH SIGN STRUCTURE (TUBULAR) LB 2.0000 68,168.00 34,084.000 68,168.00 34,084.000 68,168.00 (F) 136 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 13,633.60 34,084.000 13,633.60 34,084.000 13,633.60 (SF) 137 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 64,480.00 32,240.000 64,480.00 (F) 138 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 16,120.00 32,240.000 16,120.00 (SF) 139 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5000 69,520.50 199.000 298.50 46,546.000 69,819.00 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 11,586.75 199.000 49.75 46,546.000 11,636.50 (SF) 141 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 46,000.00 210.000 42,000.00 (S) (SIGN FOUNDATION) 142 42" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 11,000.00 44.000 11,000.00 (S) (SIGN FOUNDATION) 143 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 (S) (SIGN FOUNDATION) 144 METAL (ROADSIDE SIGN) EA 265.0000 17,490.00 56.000 14,840.00 145 METAL (RAIL MOUNTED SIGN) LB 8.0000 6,160.00 770.000 6,160.00 146 ROADSIDE SIGN - ONE POST EA 265.0000 16,960.00 52.000 13,780.00 147 ROADSIDE SIGN - TWO POST EA 525.0000 10,500.00 16.000 8,400.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,800.00 13.000 2,600.00 METHOD) 149 PAINT TUNNEL CEILING SQFT 1.5000 44,100.00 29,400.000 44,100.00 (S) 150 PAINT CONCRETE SURFACES SQFT 1.0000 79,059.00 70,127.000 70,127.00 (S) 151 18" ALTERNATIVE PIPE CULVERT LF 35.0000 37,800.00 1,072.000 37,520.00 152 24" ALTERNATIVE PIPE CULVERT LF 40.0000 81,200.00 2,030.000 81,200.00 153 18" REINFORCED CONCRETE PIPE LF 35.0000 81,900.00 2,597.000 90,895.00 154 24" REINFORCED CONCRETE PIPE LF 40.0000 229,200.00 5,716.000 228,640.00 155 30" REINFORCED CONCRETE PIPE LF 60.0000 59,400.00 955.000 57,300.00 156 36" REINFORCED CONCRETE PIPE LF 70.0000 23,100.00 300.000 21,000.00 157 48" REINFORCED CONCRETE PIPE LF 100.0000 85,000.00 793.500 79,350.00 PROGRAM CAS145 PAGE 7 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 54" REINFORCED CONCRETE PIPE LF 110.0000 165,000.00 1,496.000 164,560.00 159 60" REINFORCED CONCRETE PIPE LF 130.0000 8,320.00 64.000 8,320.00 160 63" REINFORCED CONCRETE PIPE LF 150.0000 226,500.00 1,338.000 200,700.00 161 66" REINFORCED CONCRETE PIPE LF 180.0000 275,400.00 1,520.000 273,600.00 162 24" BITUMINOUS COATED CORRUGATED STEEL LF 80.0000 640.00 8.000 640.00 PIPE (.109" THICK) 163 12" BITUMINOUS COATED SLOTTED LF 60.0000 2,400.00 40.000 2,400.00 CORRUGATED STEEL PIPE (.109" THICK) 164 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 60.0000 6,000.00 108.000 6,480.00 STEEL PIPE (.109" THICK) 165 8" STEEL PIPE LF 35.0000 17,500.00 190.000 6,650.00 166 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5000 67,600.00 9,812.500 63,781.25 167 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 16,350.00 1,083.500 16,252.50 168 GEOCOMPOSITE DRAIN SQFT 0.7500 48,300.00 64,400.000 48,300.00 169 18" BITUMINOUS COATED CORRUGATED STEEL LF 70.0000 6,720.00 96.000 6,720.00 PIPE RISER (.109" THICK) 170 18" ALTERNATIVE FLARED END SECTION EA 450.0000 450.00 1.000 450.00 171 36" PRECAST CONCRETE PIPE INLET LF 125.0000 3,000.00 11.000 1,375.00 172 36" PRECAST CONCRETE PIPE MANHOLE LF 80.0000 5,760.00 72.000 5,760.00 173 ROCK SLOPE PROTECTION TON 125.0000 375.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (GUTTER LINING) CY 400.0000 1,200.00 3.000 1,200.00 175 CONCRETE (DITCH LINING) CY 400.0000 2,400.00 0.000 0.00 176 SLOPE PAVING (CONCRETE) CY 475.0000 131,575.00 277.000 131,575.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 406,800.00 3.210 577.80 2,174.290 391,372.20 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.0000 53,500.00 9,105.000 45,525.00 179 MISCELLANEOUS IRON AND STEEL LB 0.7500 53,166.00 68,977.400 51,733.05 (SF) 180 MISCELLANEOUS METAL LB 14.0000 23,380.00 1,670.000 23,380.00 (SF)(RESTRAINER - CABLE TYPE) 181 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 120,900.00 40,300.000 120,900.00 (SF) 182 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 35,350.00 4,604.000 32,228.00 (S) 183 6' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 2.000 1,200.00 (S) 184 10' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 1.000 800.00 (S) PROGRAM CAS145 PAGE 8 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 186 DELINEATOR (CLASS 1) EA 40.0000 1,200.00 0.000 0.00 187 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,000.00 0.000 0.00 188 CHAIN LINK RAILING LF 60.0000 10,200.00 170.000 10,200.00 (S) 189 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 30.0000 46,500.00 1,545.100 46,353.00 (S) 190 CONCRETE BARRIER (TYPE 25) LF 45.0000 9,180.00 204.000 9,180.00 (F) 191 CONCRETE BARRIER (TYPE 25A) LF 40.0000 167,800.00 4,189.000 167,560.00 (F) 192 CONCRETE BARRIER (TYPE 25B) LF 55.0000 64,295.00 208.000 11,440.00 1,169.000 64,295.00 (F) 193 CONCRETE BARRIER (TYPE 25B MODIFIED) LF 80.0000 23,200.00 285.000 22,800.00 194 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 40.0000 112,520.00 2,813.000 112,520.00 (F) 195 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 50.0000 7,800.00 156.000 7,800.00 (F) 196 CONCRETE BARRIER (TYPE 27S) LF 58.0000 7,424.00 128.000 7,424.00 (F) 197 CONCRETE BARRIER (TYPE 27SV) LF 80.0000 19,200.00 240.000 19,200.00 (F) 198 CONCRETE BARRIER (TYPE 28M1) LF 50.0000 37,400.00 748.000 37,400.00 (F) 199 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 240,960.00 6,024.000 240,960.00 (F) 200 CONCRETE BARRIER (TYPE 60A) LF 40.0000 11,600.00 1,200.000 48,000.00 (F) 201 CONCRETE BARRIER (TYPE 60) LF 40.0000 84,400.00 4,807.750 192,310.00 202 CONCRETE BARRIER (TYPE 60C) LF 85.0000 6,715.00 0.000 0.00 203 CONCRETE BARRIER (TYPE 60E) LF 90.0000 27,000.00 314.000 28,260.00 204 CONCRETE BARRIER (TYPE 60D) LF 30.0000 28,380.00 -420.000 -12,600.00 493.000 14,790.00 (F) 205 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 35.0000 61,600.00 420.000 14,700.00 2,180.000 76,300.00 (F) 206 CABLE ANCHOR ASSEMBLY EA 350.0000 1,400.00 4.000 1,400.00 (S) (BREAKAWAY, TYPE B) 207 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 1,000.0000 10,000.00 0.000 0.00 (S) 208 TERMINAL SECTION (TYPE M) EA 150.0000 1,500.00 0.000 0.00 (S) 209 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 31,000.0000 62,000.00 0.000 0.00 (S) (HEXFOAM) 210 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 15,000.0000 15,000.00 1.000 15,000.00 (S) 211 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,200.00 94,051.000 37,620.40 (S) PROGRAM CAS145 PAGE 9 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 11,985.00 22,024.000 18,720.40 (S) 213 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,800.00 9,754.000 7,803.20 (S) (BROKEN 12-3) 214 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 28,644.00 8,323.000 27,465.90 (S) 215 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 552.00 2,034.000 813.60 (S) (BROKEN 6-1) 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 460.00 1,705.000 682.00 (S) (BROKEN 17-7) 217 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 2,600.000 2,080.00 (S) (BROKEN 36-12) 218 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 12,540.00 90,516.000 18,103.20 (S) 219 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,880.00 12,018.000 18,027.00 (S) 220 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,880.00 6,786.000 20,358.00 (S) 221 SIGNAL AND LIGHTING (LOCATION 1) LS 61,000.0000 61,000.00 0.990 60,390.00 (S) 222 SIGNAL AND LIGHTING (LOCATION 2) LS 81,000.0000 81,000.00 0.010 810.00 1.000 81,000.00 (S) 223 SIGNAL AND LIGHTING (LOCATION 3) LS 56,000.0000 56,000.00 0.010 560.00 1.000 56,000.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 14,000.0000 14,000.00 1.000 14,000.00 225 REMOVE SIGNAL AND LIGHTING (LOCATION 5) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 226 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.800 24,000.00 (S) (CITY STREET LOCATION 1) 227 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (CITY STREET LOCATION 2) 228 REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (CITY STREET LOCATION 3) 229 LIGHTING (CITY STREET) LS 135,000.0000 135,000.00 1.000 135,000.00 (S) 230 LIGHTING AND SIGN ILLUMINATION LS 132,000.0000 132,000.00 1.000 132,000.00 (S) 231 FLASHING BEACON LS 22,000.0000 22,000.00 1.000 22,000.00 (S) 232 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 233 INTERCONNECT CONDUIT AND CABLE LS 8,000.0000 8,000.00 1.000 8,000.00 (S) (CITY) 234 COMMUNICATION CONDUIT SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 235 TRAFFIC MANAGEMENT SYSTEM LS 200,000.0000 200,000.00 0.010 2,000.00 0.990 198,000.00 (S) 236 ELECTROLIER, MARBELITE (CITY) EA 2,000.0000 58,000.00 29.000 58,000.00 (S) 237 INSTALL STATE-FURNISHED CITY EA 1,000.0000 25,000.00 25.000 25,000.00 (S) ELECTROLIER (ORNAMENTAL) 238 TUNNEL LIGHTING AND ELECTRICAL SYSTEMS LS 300,000.0000 300,000.00 1.000 300,000.00 PROGRAM CAS145 PAGE 10 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 FIRE PROTECTION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 01:24 PM ESTIMATE NO. 41 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 267,961.17 34,704,580.55 ADJUSTMENT OF COMPENSATION 8,803.01 2,042,060.68 EXTRA WORK 31,144.12 2,011,417.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 307,908.30 38,758,058.28 240 MOBILIZATION LS 3800,000.0000 3800,000.00 1.000 3,800,000.00 ORIGINAL CONTRACT AMOUNT 38,064,052.35 TOTAL WORK COMPLETED 307,908.30 42,558,058.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 307,908.30 42,528,058.28 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 03/02/98 1097 03/17/98 03/16/98 02/18/01 1080 3 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MOCKUS, CHRISTOPHER E. RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/01