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 12/24/01 EST. NO.51 TIME 06:26 AM R.E. NAME: FRED HAMIDI 12-012634 --------------------------------------------------------------------------- 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 0747 950.96 E.W. @ F.A.(+) 100501 N 2722 0 0748 521.10 080201 N 2721 0 0749 979.83 080601 N 2720 0 0750 359.80 092101 N 2718 0 0751 825.34 092701 N 2715 0 0752 1,173.89 092701 N 2723 0 002 0104 359.01 E.W. @ F.A.(+) 030200 N 1746 0 0105 7,033.56 122000 N 1724 0 058 0098 360.63 E.W. @ F.A.(+) 071201 N 2716 0 0098-1 -360.63 071201 N 2716 0 DAO CORRECTING ENTRY 0098-2 343.46 071201 N 2716 0 DAO CORRECTING ENTRY 12,546.95 TOTAL THIS ESTIMATE 3,248,579.45 TOTAL PREVIOUS ESTIMATE 3,261,126.40 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 12/24/01 EST. NO.51 TIME 06:26 AM R.E. NAME: FRED HAMIDI 12-012634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITM#73 GRADATION -1,125.00 10 ITM#74 GRADATION -3,846.74 10 ITM#80 GRADATION -1,050.00 10 DELINQUENT PAYROLL -15,000.00 30 0.00 -21,021.74 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -4,000.00 23 DELINQUENT PAYROLLS -10,000.00 24 DELINQUENT PAYROLL -5,000.00 26 DELINQUENT PAYROLL -5,000.00 27 RETURN DEDUCT 15,000.00 28 DELINQUENT PAYROLL -10,000.00 30 SATIS.PAYROLL 15,000.00 32 UNSATIS.PAYROLL -10,000.00 33 DELINQUENT PAYROLLS -10,000.00 36 SATISFACTORY PAYROLL 14,000.00 36 UNSATIS. PAYROLL -10,000.00 37 CONTINENTAL/FEN/-CPR -10,000.00 39 RET. UNSATIS.PAYROLL 20,000.00 40 CONTINENTAL FENCE -10,000.00 41 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -41,021.74 PROGRAM CAS145 PAGE 1 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 LOCATION PROGRESS ESTIMATE 12-ORA-5-39.9/41.5 ----------------- MCM CONSTRUCTION, INC. IN ANAHEIM FROM 0.2 MI S/O CRESCENT 8442 KASS DR. AVE TO 0.6 MI N/O LA PALMA AVE BUENA PARK, CA 90621 SEG D FED. AID NO. ACIM-005 -2(868)N WIDEN FREEWAY, 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 0.460 6,900.00 002 TEMPORARY FENCE (TYPE BW) LF 3.0000 13,710.00 6,870.000 20,610.00 (S) 003 24" TEMPORARY CULVERT LF 35.0000 23,450.00 230.000 8,050.00 004 36" TEMPORARY INLET EA 1,200.0000 7,200.00 5.000 6,000.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.800 2,000.00 PLAN 006 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 007 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000.00 008 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 009 TYPE III BARRICADE EA 100.0000 5,800.00 63.000 6,300.00 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 8,100.00 9,266.000 9,266.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 43,380.00 294,646.000 53,036.28 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,700.00 389.000 13,615.00 013 TEMPORARY PAVEMENT MARKER EA 4.0000 42,400.00 18,051.000 72,204.00 (S) 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 015 TEMPORARY RAILING (TYPE K) LF 6.0000 520,800.00 54,440.000 326,640.00 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 93,000.00 157.000 39,250.00 (S) 017 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,200.00 13,530.000 27,060.00 018 TEMPORARY RETAINING WALL SQFT 22.0000 495,000.00 14,804.500 325,699.00 019 ABANDON CULVERT EA 700.0000 6,300.00 8.000 5,600.00 020 REMOVE CHAIN LINK FENCE LF 1.5000 22,200.00 9,417.000 14,125.50 021 REMOVE TUTHILL GUARDRAIL LF 3.5000 3,780.00 1,090.000 3,815.00 022 REMOVE METAL BEAM GUARD RAILING LF 5.0000 52,000.00 10,428.000 52,140.00 PROGRAM CAS145 PAGE 2 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 58,100.00 8,300.000 58,100.00 024 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 38,750.00 169,700.000 84,850.00 025 REMOVE PAVEMENT MARKING SQFT 2.0000 5,340.00 3,297.000 6,594.00 026 REMOVE ROADSIDE SIGN EA 100.0000 12,000.00 120.000 12,000.00 027 REMOVE SIGN STRUCTURE EA 2,500.0000 22,500.00 10.000 25,000.00 028 REMOVE CULVERT LF 15.0000 57,450.00 4,780.000 71,700.00 029 REMOVE INLET EA 700.0000 12,600.00 44.000 30,800.00 030 REMOVE HEADWALL EA 700.0000 14,700.00 21.000 14,700.00 031 REMOVE RETAINING WALL SQYD 11.0000 20,350.00 793.000 8,723.00 032 REMOVE BASE AND SURFACING CY 8.0000 7,760.00 970.000 7,760.00 033 RECONSTRUCT CHAIN LINK GATE EA 600.0000 1,200.00 2.000 1,200.00 (S) 034 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 035 ADJUST VALVE COVER TO GRADE EA 300.0000 12,600.00 56.000 16,800.00 036 ADJUST MANHOLE TO GRADE EA 400.0000 8,800.00 20.000 8,000.00 037 MODIFY INLET EA 1,500.0000 3,000.00 1.000 1,500.00 038 MODIFY SEWER MANHOLE EA 2,000.0000 8,000.00 6.000 12,000.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 9,420.00 2,158.000 6,474.00 (S) 040 REMOVE CONCRETE CY 30.0000 9,900.00 542.000 16,260.00 041 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 2.0000 3,200.00 2,184.000 4,368.00 GUTTER) 042 REMOVE CONCRETE (CURB AND GUTTER) LF 2.5000 6,425.00 3,441.000 8,602.50 043 REMOVE SOUND WALL SQYD 6.0000 40,740.00 4,748.000 28,488.00 044 REMOVE BLOCK FENCE SQYD 30.0000 2,250.00 94.000 2,820.00 045 BRIDGE REMOVAL, LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 046 BRIDGE REMOVAL, LOCATION B LS 140,000.0000 140,000.00 1.000 140,000.00 047 BRIDGE REMOVAL, LOCATION C LS 78,000.0000 78,000.00 1.000 78,000.00 048 BRIDGE REMOVAL, LOCATION D LS 10,000.0000 10,000.00 1.000 10,000.00 049 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 3 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 051 ROADWAY EXCAVATION CY 3.5000 1162,000.00 317,455.000 1,111,092.50 052 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 756,340.00 37,802.230 756,044.60 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 145,000.00 14,500.000 145,000.00 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 693,200.00 27,691.410 692,285.25 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 435,600.00 24,200.000 435,600.00 (F) 056 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 42,300.00 1,402.900 42,087.00 (F) WALL) 057 CONCRETE SLURRY BACKFILL CY 75.0000 75,450.00 1,006.000 75,450.00 (F) 058 SAND BACKFILL CY 85.0000 42,500.00 484.000 41,140.00 059 DITCH EXCAVATION CY 6.5000 6,500.00 0.000 0.00 060 IMPORTED BORROW CY 3.5000 347,550.00 85,300.000 298,550.00 061 HIGHWAY PLANTING LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 062 ROCK BLANKET SQYD 60.0000 124,800.00 0.000 0.00 (S) 063 EROSION CONTROL (TYPE D) ACRE 1,800.0000 30,600.00 8.740 15,732.00 (S) 064 TRANSPLANT PALM TREE (5' - 19') EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 065 TRANSPLANT PALM TREE (20' - 35') EA 1,200.0000 18,000.00 15.000 18,000.00 (S) 066 TRANSPLANT PALM TREE (>36') EA 1,600.0000 8,000.00 5.000 8,000.00 (S) 067 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 068 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 069 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) 070 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 17,415.00 3,885.000 17,482.50 (S) (SUPPLY LINE) 071 10" CORRUGATED HIGH DENSITY LF 16.5000 30,525.00 1,582.000 26,103.00 (S) POLYETHYLENE PIPE CONDUIT 072 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0.00 073 CLASS 2 AGGREGATE BASE CY 16.0000 926,400.00 54,128.000 866,048.00 074 TREATED PERMEABLE BASE CY 38.0000 1045,000.00 26,806.000 1,018,628.00 075 ASPHALT CONCRETE TON 28.0000 1240,400.00 40,959.240 1,146,858.72 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 5.0000 16,650.00 2,453.200 12,266.00 AREA) PROGRAM CAS145 PAGE 4 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 2,140.00 2,719.000 2,719.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 12,700.00 14,366.000 14,366.00 079 RUMBLE STRIP STA 10.0000 1,700.00 120.000 1,200.00 080 CONCRETE PAVEMENT CY 80.0000 4064,000.00 50,596.790 4,047,743.20 081 SEAL PAVEMENT JOINT LF 1.0000 283,000.00 247,500.500 247,500.50 082 14" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 18.0000 4,320.00 96.000 1,728.00 (S) (PILASTER) 083 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 58,800.00 2,150.000 64,500.00 (S) (PILASTER) 084 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0100 3.60 360.000 3.60 (S) (PILASTER) 085 FURNISH PILING (CLASS 100) LF 12.0000 365,112.00 30,251.960 363,023.52 086 DRIVE PILE (CLASS 100) EA 500.0000 396,500.00 793.000 396,500.00 (S) 087 FURNISH PILING (CLASS 70) LF 11.5000 323,506.50 28,018.990 322,218.39 088 DRIVE PILE (CLASS 70) EA 500.0000 403,000.00 806.000 403,000.00 (S) 089 FURNISH PILING (CLASS 45) LF 11.5000 462,346.00 40,210.390 462,419.49 090 DRIVE PILE (CLASS 45) EA 500.0000 686,500.00 1,374.000 687,000.00 (S) 091 FURNISH 16" CAST-IN-STEEL SHELL LF 40.0000 127,360.00 3,184.000 127,360.00 CONCRETE PILING 092 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 750.0000 48,000.00 64.000 48,000.00 (S) PILE 093 FURNISH 36" CAST-IN-STEEL SHELL LF 76.0000 649,648.00 8,915.410 677,571.16 CONCRETE PILING 094 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 1,800.0000 201,600.00 120.000 216,000.00 (S) PILE 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 83,000.00 3,416.000 85,400.00 PILING (BARRIER) 096 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 1.000 800,000.00 (S) 097 TRANSVERSE PRESTRESSING LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1229,600.00 6,148.230 1,229,646.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 265.0000 7607,355.00 28,711.700 7,608,600.50 (F) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 1612,000.00 8,015.910 1,603,182.00 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 213,200.00 1,067.140 213,428.00 (F) (TYPE N) 102 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 2620,000.00 6,550.000 2,620,000.00 (F) 103 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 588,750.00 927.650 695,737.50 (F) PROGRAM CAS145 PAGE 5 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SOUND WALL CAP LF 6.0000 49,440.00 8,240.000 49,440.00 105 PILASTER, SOUND WALL CY 500.0000 165,000.00 330.000 165,000.00 (F) 106 PILASTER, RETAINING WALL CY 600.0000 19,200.00 64.000 38,400.00 (F) 107 PILASTER, OVERCROSSING EA 1,000.0000 12,000.00 14.000 14,000.00 108 CONCRETE SURFACE TEXTURE SQFT 2.5000 134,000.00 53,600.000 134,000.00 109 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 106,200.00 19,624.000 117,744.00 (S) 110 SOUND WALL (MASONRY BLOCK) SQFT 10.0000 1050,000.00 105,000.000 1,050,000.00 (S) 111 JOINT SEAL (TYPE B-MR 2") LF 30.0000 13,200.00 440.000 13,200.00 (S) 112 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,800.00 340.000 23,800.00 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 75.0000 2,475.00 33.000 2,475.00 (S) 114 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 80.0000 2,640.00 33.000 2,640.00 (S) 115 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 186,000.00 372.000 186,000.00 (S) 116 BAR REINFORCING STEEL (BRIDGE) LB 0.4400 3049,024.00 6,972,688.390 3,067,982.89 (SF) 117 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 402,258.15 888,312.120 399,740.45 (SF) 118 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 626,640.00 1,566,600.000 626,640.00 (SF) 119 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.9000 24,462.50 12,875.000 24,462.50 120 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1700 2,188.75 12,875.000 2,188.75 (S) 121 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 34,640.00 17,320.000 34,640.00 122 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2300 3,983.60 17,320.000 3,983.60 (S) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5800 204,199.20 137,304.000 216,940.32 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1600 20,678.40 137,304.000 21,968.64 (S) 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 14,200.00 71.000 14,200.00 (S) (SIGN FOUNDATION) 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 37,125.00 165.000 37,125.00 (S) (SIGN FOUNDATION) 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 4,950.00 18.000 4,950.00 (S) SIGN FOUNDATION 128 METAL (BARRIER MOUNTED SIGN) LB 10.0000 12,300.00 730.000 7,300.00 (S) 129 ROADSIDE SIGN (METAL POST) EA 200.0000 10,600.00 48.000 9,600.00 130 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 43.000 6,450.00 PROGRAM CAS145 PAGE 6 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 200.0000 2,800.00 8.000 1,600.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 32.000 4,800.00 METHOD) 133 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 1.000 1,500.00 (LAMINATED WOOD BOX POST) 134 PAINT CONCRETE SURFACES SQFT 1.0000 54,000.00 51,261.250 51,261.25 (S) 135 PAINT CURB (2-COAT) LF 1.0000 6,800.00 5,455.000 5,455.00 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 137 18" ALTERNATIVE PIPE CULVERT LF 28.0000 10,360.00 386.000 10,808.00 138 24" ALTERNATIVE PIPE CULVERT LF 34.0000 360,400.00 11,148.000 379,032.00 139 30" ALTERNATIVE PIPE CULVERT LF 46.0000 53,820.00 1,162.000 53,452.00 140 36" ALTERNATIVE PIPE CULVERT LF 51.0000 201,450.00 3,954.000 201,654.00 141 42" ALTERNATIVE PIPE CULVERT LF 59.0000 19,470.00 338.000 19,942.00 142 48" ALTERNATIVE PIPE CULVERT LF 69.0000 8,970.00 138.000 9,522.00 143 12" REINFORCED CONCRETE PIPE LF 30.0000 4,500.00 184.000 5,520.00 144 18" REINFORCED CONCRETE PIPE LF 51.0000 43,860.00 1,256.000 64,056.00 145 24" REINFORCED CONCRETE PIPE LF 56.0000 85,680.00 2,103.000 117,768.00 146 30" REINFORCED CONCRETE PIPE LF 61.0000 3,050.00 76.000 4,636.00 147 36" REINFORCED CONCRETE PIPE LF 75.0000 99,000.00 1,290.000 96,750.00 148 42" REINFORCED CONCRETE PIPE LF 97.0000 11,640.00 120.000 11,640.00 149 48" REINFORCED CONCRETE PIPE LF 113.0000 67,800.00 614.000 69,382.00 150 72" REINFORCED CONCRETE PIPE LF 450.0000 9,000.00 20.000 9,000.00 151 JACKED 72" REINFORCED CONCRETE PIPE LF 885.0000 247,800.00 278.000 246,030.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 103,740.00 110.000 8,580.00 (.168" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 112,500.00 23,255.000 116,275.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 14,000.00 727.000 14,540.00 155 4" PLASTIC PIPE (SCHEDULE 80) LF 15.0000 960.00 80.000 1,200.00 156 24" DIAMETER AUTOMATIC FLAPGATE EA 1,100.0000 3,300.00 3.000 3,300.00 157 36" DIAMETER AUTOMATIC FLAPGATE EA 1,800.0000 1,800.00 1.000 1,800.00 PROGRAM CAS145 PAGE 7 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION CY 32.0000 20,480.00 1,036.000 33,152.00 (1/2 TON, METHOD B) 159 ROCK SLOPE PROTECTION CY 45.0000 14,400.00 762.000 34,290.00 (BACKING NO. 1, METHOD B) 160 SLOPE PAVING (CONCRETE) CY 200.0000 28,800.00 144.000 28,800.00 (F) 161 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,540.00 1,250.000 2,500.00 162 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 344,000.00 2,262.060 361,929.60 CONSTRUCTION) 163 MINOR CONCRETE (STAMPED) SQYD 50.0000 40,500.00 2,218.500 110,925.00 164 FRAME AND COVER EA 275.0000 23,100.00 108.000 29,700.00 (S) 165 FRAME AND GRATE EA 275.0000 57,750.00 220.000 60,500.00 (S) 166 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 221,310.00 74,205.000 222,615.00 (SF) 167 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 69,160.00 9,592.000 67,144.00 (S) 168 CHAIN LINK FENCE (TYPE CL-6, LF 25.0000 3,000.00 120.000 3,000.00 (S) EXTENSION ARM, RAZOR RIBBON) 169 CHAIN LINK FENCE (TYPE CL-7, LF 30.0000 1,470.00 49.000 1,470.00 (S) EXTENSION ARM, RAZOR RIBBON) 170 SECURITY RAILING (RAZOR RIBBON) LF 20.0000 1,040.00 52.000 1,040.00 (S) 171 PICKET FENCING, OVERCROSSING LF 70.0000 215,180.00 60.000 4,200.00 2,583.000 180,810.00 (SF) 172 12' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 3,200.00 6.000 4,800.00 (S) 173 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 54.000 1,890.00 174 MILEPOST MARKER EA 100.0000 400.00 0.000 0.00 175 OBJECT MARKER (TYPE K) EA 100.0000 1,000.00 0.000 0.00 176 OBJECT MARKER (TYPE L-1) EA 100.0000 400.00 0.000 0.00 177 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,000.00 912.500 18,250.00 (S) 178 CHAIN LINK RAILING (MODIFIED) LF 40.0000 16,000.00 400.000 16,000.00 (S) 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 180 PIPE HANDRAILING LF 100.0000 600.00 6.000 600.00 (S) 181 TUBULAR HANDRAILING LF 26.0000 12,740.00 737.000 19,162.00 (S) 182 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 183 CONCRETE BARRIER (TYPE 25A) LF 25.0000 26,750.00 1,070.000 26,750.00 (F) 184 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 26.0000 1,170.00 45.000 1,170.00 (F) PROGRAM CAS145 PAGE 8 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26A) LF 34.0000 37,740.00 746.300 25,374.20 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 15,254.00 401.000 11,629.00 (F) 187 CONCRETE BARRIER (TYPE 27SV) LF 33.0000 44,220.00 1,340.000 44,220.00 (F) 188 CONCRETE BARRIER (TYPE 28M2) LF 28.0000 30,800.00 1,100.000 30,800.00 (F) 189 CONCRETE BARRIER (TYPE 29M) LF 35.0000 109,095.00 3,113.970 108,988.95 (F) 190 CABLE RAILING LF 8.0000 7,840.00 1,214.500 9,716.00 (S) 191 CABLE ANCHOR ASSEMBLY EA 400.0000 2,400.00 4.000 1,600.00 (S) (BREAKAWAY, TYPE B) 192 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 800.0000 8,800.00 12.000 9,600.00 (S) 193 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 6.000 300.00 (S) 194 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 16,000.0000 16,000.00 0.000 0.00 (S) (G.R.E.A.T.) 195 CONCRETE BARRIER (TYPE 60) LF 38.0000 305,900.00 8,050.000 305,900.00 196 CONCRETE BARRIER (TYPE 60D) LF 32.0000 26,240.00 820.000 26,240.00 197 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 110.0000 121,000.00 1,100.000 121,000.00 198 CONCRETE BARRIER (TYPE 60E) LF 160.0000 187,200.00 1,170.000 187,200.00 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 40,590.00 123,719.000 40,827.27 (S) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 6,747.00 8,647.000 6,744.66 (S) 201 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,980.00 13,272.000 7,963.20 (S) (BROKEN 12-3) 202 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 14,664.00 5,638.000 14,658.80 (S) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 555.00 1,845.000 553.50 (S) (BROKEN 6-1) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 189.00 626.000 187.80 (S) (BROKEN 36-12) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 90.00 300.000 90.00 (S) (BROKEN 17-7) 206 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 2,600.000 1,560.00 (S) (BROKEN 36-12) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 3,402.00 18,899.000 3,401.82 (S) 208 PAINT PAVEMENT MARKING SQFT 1.0000 3,080.00 3,751.000 3,751.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 8,395.00 7,454.000 8,572.10 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 18,990.00 6,359.000 19,077.00 (S) 211 SIGNAL AND LIGHTING (CITY LOCATION 1 LS 45,000.0000 45,000.00 1.000 45,000.00 (S) STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 213 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 1.000 70,000.00 (S) 214 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 215 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (LOCATION 2 STAGE CONSTRUCTION) 216 LIGHTING (CITY STREET) LS 140,000.0000 140,000.00 1.000 140,000.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 1.000 160,000.00 (S) 218 LIGHTING AND SIGN ILLUMINATION LS 95,000.0000 95,000.00 1.000 95,000.00 (S) (STAGE CONSTRUCTION) 219 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 220 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 12,000.00 3.000 6,000.00 (S) 221 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 0.980 39,200.00 (S) 222 FIBER OPTIC COMMUNICATION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) (FUTURE) 223 FIBER OPTIC COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (CITY) 224 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.940 9,400.00 (S) 225 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.914 45,700.00 (S) 226 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 227 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.980 49,000.00 (S) 228 RAMP METERING SYSTEM (LOCATION 3) LS 52,000.0000 52,000.00 0.980 50,960.00 (S) 229 RAMP METERING SYSTEM (LOCATION A) LS 50,000.0000 50,000.00 0.026 1,300.00 (S) 230 24" REINFORCED CONCRETE PIPE (CLASS V) LF 60.0000 7,800.00 126.000 7,560.00 231 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 232 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 10 DATE 12/24/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 06:26 AM ESTIMATE NO. 51 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 12/24/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,200.00 43,133,012.01 ADJUSTMENT OF COMPENSATION 0.00 1,241,732.24 EXTRA WORK 12,546.95 2,019,394.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,746.95 46,394,138.41 233 MOBILIZATION LS 4768,359.0000 4768,359.00 1.000 4,768,359.00 ORIGINAL CONTRACT AMOUNT 48,636,410.70 TOTAL WORK COMPLETED 16,746.95 51,162,497.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -41,021.74 TOTAL 16,746.95 51,121,475.67 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 12/10/97 1205 12/10/97 12/25/97 03/30/02 1471 0 26 20 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY FRED HAMIDI RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/01