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 10/23/02 EST. NO.44 TIME 07:57 AM R.E. NAME: NADERI, ARSALAN 12-069514 --------------------------------------------------------------------------- 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 0208 45.99 E.W. @ F.A.(+) 121801 N 0746.0 0209 45.99 121701 N 0745.0 0212 944.67 060501 N 0764 0 0215 2,352.20 072401 N 0767 0 0220 1,051.68 030802 N 0772 0 0221 1,582.22 041902 N 0783 0 0222 47.54 021902 N 0798.0 0223 47.54 022002 N 0799.0 0224 47.54 022602 N 0800.0 0239 177.69 072202 N 831 0 0244 318.96 080202 N 836 0 0245 318.96 080802 N 837 0 0246 377.55 081602 N 843 0 0247 1,007.42 040402 N 816 0 0248 1,041.60 072302 N 817 0 0249 1,007.52 080302 N 823 0 0250 1,274.75 081802 N 825 0 0251 6,345.23 030802 N 851 0 0252 491.66 040502 N 852 0 0253 7,763.72 072302 N 853 0 0254 1,293.26 080302 N 854 0 0255 11,872.94 080902 N 855 0 0256 1,539.01 081802 N 856 0 0257 57.11 081202 N 838 0 0258 57.11 081302 N 839 0 0259 57.11 081402 N 840 0 0260 57.11 081502 N 841 0 0261 71.24 081602 N 842 0 0262 1,037.25 090902 N 857 0 0263 718.75 071102 N 861 0 0264 443.81 082902 N 862 0 0265 3,515.01 082902 N 863 0 0266 371.44 090902 N 864 0 0267 1,143.81 091702 N 865 0 002 0221 1,051.68 E.W. @ F.A.(+) 011702 N 0773 0 003 0012 99.39 E.W. @ F.A.(+) 072902 N 844 0 0013 199.29 082802 N 866 0 0014 99.66 083002 N 867 0 004 0047 195.98 E.W. @ F.A.(+) 081602 N 846 0 054 0001 207.43 E.W. @ F.A.(+) 090502 N 869 0 087 0002 1,537.10 E.W. @ F.A.(+) 113001 Y 0713.0 51,915.92 TOTAL THIS ESTIMATE 1,983,509.87 TOTAL PREVIOUS ESTIMATE 2,035,425.79 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 10/23/02 EST. NO.44 TIME 07:57 AM R.E. NAME: NADERI, ARSALAN 12-069514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -10,000.00 03 DELINQUENT PAYROLL -5,000.00 04 DELINQUENT PAYROLLS -5,000.00 05 SATISFACTORY PAYROLL 10,000.00 05 SAT. PAYROLLS 10,000.00 07 PAYROLLS DELINQUENT -10,000.00 12 RETURNED 10,000.00 14 MISSIING PAYROLLS -10,000.00 27 DELINQUENT PAYROLL -10,000.00 32 RETURN DEDUCT 20,000.00 40 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 LOCATION PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------- C C MEYERS, INC. IN ORANGE COUNTY IN IRVINE, SANTA 1822 S. LEWIS STREET ANA AND COSTA MESA ON RTE 405 FROM ANAHEIM, CA 92805 0.2 KM N OF MACARTHUR BLVD OC TO 949 222-0522 0.4 KM N OF REDHILL AVE UC AND ON RTE 55 FROM 0.3 KM S OF MAIN ST UC FED. AID NO. N O N E CONSTRUCT ROADWAY, BRIDGES AND WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.010 100.00 0.970 9,700.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 1.000 8,000.00 PLAN 003 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.001 250.00 1.000 250,000.00 (S) 006 TYPE II BARRICADE EA 50.0000 4,300.00 86.000 4,300.00 007 TYPE III BARRICADE EA 85.0000 4,165.00 49.000 4,165.00 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 743.000 26,005.00 009 PORTABLE DELINEATOR EA 25.0000 4,750.00 184.000 4,600.00 010 FLASHING BEACON (PORTABLE) EA 600.0000 3,000.00 5.000 3,000.00 (S) 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 100.0000 800.00 0.000 0.00 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 013 TEMPORARY RAILING (TYPE K) M 27.0000 653,400.00 26,881.440 725,798.88 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 158,000.00 1,138.000 227,600.00 015 TEMPORARY TRAFFIC SCREEN M 4.0000 96,400.00 22,417.000 89,668.00 016 ABANDON CULVERT EA 700.0000 25,900.00 35.000 24,500.00 017 ABANDON INLET EA 600.0000 17,400.00 23.000 13,800.00 018 ABANDON MANHOLE EA 1,500.0000 4,500.00 6.000 9,000.00 019 REMOVE CHAIN LINK FENCE M 13.0000 16,770.00 1,015.000 13,195.00 020 REMOVE METAL BEAM GUARD RAILING M 16.0000 16,160.00 439.350 7,029.60 021 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.7000 67,490.00 75,164.600 127,779.82 MARKING 022 REMOVE PAVEMENT MARKER EA 1.5000 17,700.00 22,369.000 33,553.50 PROGRAM CAS145 PAGE 2 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 80.0000 4,880.00 60.000 4,800.00 024 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 4.000 10,000.00 025 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 7,500.00 5.000 7,500.00 026 REMOVE PIPE M 40.0000 4,800.00 247.940 9,917.60 027 REMOVE INLET EA 500.0000 3,500.00 8.000 4,000.00 028 REMOVE DOWNDRAIN M 425.0000 3,400.00 8.000 3,400.00 029 REMOVE CONCRETE PAVEMENT M2 9.0000 78,390.00 22,142.730 199,284.57 030 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 600.0000 6,000.00 6.000 3,600.00 031 RECONSTRUCT SIGN STRUCTURE EA 5,000.0000 15,000.00 2.000 10,000.00 032 RECONSTRUCT BRIDGE MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 033 RELOCATE ROADSIDE SIGN EA 100.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 034 RELOCATE SIGN PANEL EA 900.0000 900.00 0.000 0.00 035 ADJUST INLET EA 500.0000 7,000.00 11.000 5,500.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 15,630.00 2,193.800 6,581.40 (S) (45 MM MAXIMUM) 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 1,740.00 563.500 3,381.00 (S) (100 MM MAXIMUM) 038 REMOVE CONCRETE M3 80.0000 46,400.00 1,398.540 111,883.20 039 REMOVE CONCRETE (CHANNEL) M3 125.0000 8,875.00 70.600 8,825.00 040 REMOVE CONCRETE BARRIER M 33.0000 62,040.00 1,880.460 62,055.18 041 REMOVE HEADLIGHT GLARE SCREEN M 3.0000 5,070.00 0.000 0.00 042 CAP INLET EA 1,200.0000 8,400.00 11.000 13,200.00 043 REMOVE CRASH CUSHION, FRANGIBLE EA 2,500.0000 2,500.00 0.000 0.00 CARTRIDGE (G.R.E.A.T.) 044 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000.00 046 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 047 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 048 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 049 ROADWAY EXCAVATION M3 9.5000 366,700.00 100,082.230 950,781.19 PROGRAM CAS145 PAGE 3 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 337,350.00 11,245.000 337,350.00 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 32,400.00 2,160.000 32,400.00 (F) 052 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 87,675.00 2,505.000 87,675.00 (F) 053 STRUCTURAL BACKFILL, (BRIDGE) M3 15.0000 77,775.00 5,185.000 77,775.00 (F) (LOW EXPANSION MATERIAL) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 67,080.00 6,708.000 67,080.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 22,605.00 411.000 22,605.00 (F) WALL) 056 SAND BACKFILL M3 80.0000 49,600.00 595.800 47,664.00 057 EARTH RETAINING STRUCTURE, LOCATION A M2 370.0000 232,360.00 628.000 232,360.00 (F) 058 EARTH RETAINING STRUCTURE, LOCATION B M2 370.0000 237,910.00 643.000 237,910.00 (F) 059 EARTH RETAINING STRUCTURE, LOCATION C M2 370.0000 187,960.00 508.000 187,960.00 (F) 060 EARTH RETAINING STRUCTURE, LOCATION D M2 370.0000 194,620.00 526.000 194,620.00 (F) 061 EARTH RETAINING STRUCTURE, LOCATION E M2 370.0000 186,480.00 504.000 186,480.00 (F) 062 EARTH RETAINING STRUCTURE, LOCATION F M2 370.0000 161,690.00 437.000 161,690.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION G M2 370.0000 280,830.00 759.000 280,830.00 (F) 064 EARTH RETAINING STRUCTURE, LOCATION H M2 370.0000 297,850.00 805.000 297,850.00 (F) 065 IMPORTED BORROW M3 7.3000 173,010.00 23,700.000 173,010.00 066 HIGHWAY PLANTING LS 190,000.0000 190,000.00 0.388 73,720.00 (S) 067 PLANT ESTABLISHMENT WORK LS 200,000.0000 200,000.00 0.020 4,000.00 0.040 8,000.00 (S) 068 IRRIGATION SYSTEM LS 435,000.0000 435,000.00 0.286 124,410.00 (S) 069 EXTEND 250 MM CONDUIT M 375.0000 13,500.00 0.000 0.00 (S) 070 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 071 CLASS 4 AGGREGATE SUBBASE M3 18.0000 525,600.00 27,942.540 502,965.72 072 CLASS 2 AGGREGATE BASE M3 27.0000 467,100.00 24,879.860 671,756.22 073 LEAN CONCRETE BASE M3 80.0000 42,400.00 689.800 55,184.00 074 ASPHALT TREATED PERMEABLE BASE M3 65.0000 302,250.00 4,003.780 260,245.70 075 ASPHALT CONCRETE TONN 37.0000 1,098,900.00 27,152.224 1,004,632.29 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 11,550.00 1,246.400 18,696.00 AREA) PROGRAM CAS145 PAGE 4 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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) M 4.0000 1,440.00 258.000 1,032.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 410.00 54.300 271.50 079 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.0000 2,440.00 595.900 2,383.60 080 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 325.00 134.000 670.00 081 CONCRETE PAVEMENT M3 160.0000 681,600.00 62.000 9,920.00 4,283.980 685,436.80 082 GRIND EXISTING CONCRETE PAVEMENT M2 8.0000 22,400.00 0.000 0.00 (S) 083 FURNISH PILING (CLASS 625) M 30.0000 60,240.00 2,008.308 60,249.24 084 DRIVE PILE (CLASS 625) EA 1,700.0000 229,500.00 135.000 229,500.00 (S) 085 FURNISH PILING (CLASS 625C) M 30.0000 86,460.00 2,027.039 60,811.17 086 DRIVE PILE (CLASS 625C) EA 2,000.0000 354,000.00 119.000 238,000.00 (S) 087 FURNISH PILING (CLASS 900C) M 33.0000 405,570.00 13,420.815 442,886.90 088 DRIVE PILE (CLASS 900C) EA 1,400.0000 1,118,600.00 857.000 1,199,800.00 (S) 089 FURNISH PILING (CLASS 400) M 30.0000 11,520.00 384.000 11,520.00 090 DRIVE PILE (CLASS 400) EA 1,700.0000 40,800.00 24.000 40,800.00 (S) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 1.000 800,000.00 (S) 092 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 1,060,500.00 3,030.000 1,060,500.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 5,636,040.00 14,020.000 5,636,040.00 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 359,100.00 1,197.000 359,100.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 129,500.00 259.000 129,500.00 (F) (TYPE N) 096 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 89,300.00 188.000 89,300.00 (F) (TYPE N MODIFIED) 097 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 343,200.00 485.410 533,951.00 (F) 098 MINOR CONCRETE (BACKFILL) M3 130.0000 50,700.00 658.120 85,555.60 099 PAVING NOTCH EXTENSION M3 2,500.0000 1,500.00 0.600 1,500.00 100 FRACTURED RIB TEXTURE M2 18.0000 59,760.00 3,313.000 59,634.00 101 DRILL AND BOND DOWEL M 90.0000 5,670.00 63.800 5,742.00 102 PTFE BEARING EA 2,000.0000 32,000.00 16.000 32,000.00 (S) 103 JOINT SEAL (MR 30 MM) M 105.0000 6,300.00 60.000 6,300.00 (S) PROGRAM CAS145 PAGE 5 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 80 MM) M 375.0000 7,500.00 20.000 7,500.00 (S) 105 JOINT SEAL ASSEMBLY (MR 90 MM) M 375.0000 7,500.00 20.000 7,500.00 (S) 106 JOINT SEAL ASSEMBLY (MR 100 MM) M 375.0000 10,500.00 0.000 0.00 (S) 107 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 18,000.00 15.000 18,000.00 (S) 108 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 2,400.0000 36,000.00 0.000 0.00 (S) 109 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2,265,750.00 2,385,000.000 2,265,750.00 (SF) 110 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 238,236.00 238,236.000 238,236.00 (SF) 111 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 221,132.00 2,608.000 10,432.00 53,718.000 214,872.00 (F) 112 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 37,725.10 2,608.000 1,825.60 42,815.000 29,970.50 (SF) 113 760 MM CAST-IN-DRILLED-HOLE M 650.0000 25,350.00 4.000 2,600.00 29.000 18,850.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 920 MM CAST-IN-DRILLED-HOLE M 825.0000 35,475.00 43.400 35,805.00 (S) CONCRETE PILE (SIGN FOUNDATION) 115 METAL (BARRIER MOUNTED SIGN) KG 20.0000 7,600.00 0.000 0.00 116 METAL (WALL MOUNTED SIGN) EA 700.0000 2,800.00 0.000 0.00 117 ROADSIDE SIGN - ONE POST EA 150.0000 4,350.00 4.000 600.00 118 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 0.000 0.00 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 3.000 300.00 METHOD) 120 INSTALL SIGN OVERLAY M2 125.0000 475.00 0.000 0.00 121 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 8,250.00 60.300 4,522.50 60.300 4,522.50 122 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 28,750.00 298.500 34,327.50 123 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 106,600.00 695.400 90,402.00 124 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 60,800.00 348.000 66,120.00 125 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 39,100.00 167.470 38,518.10 126 600 MM REINFORCED CONCRETE PIPE M 150.0000 16,500.00 116.050 17,407.50 (CLASS III) 127 675 MM REINFORCED CONCRETE PIPE M 225.0000 3,150.00 14.000 3,150.00 (CLASS III) 128 750 MM REINFORCED CONCRETE PIPE M 220.0000 12,980.00 59.400 13,068.00 (CLASS III) 129 1050 MM REINFORCED CONCRETE PIPE M 380.0000 49,400.00 178.500 67,830.00 (CLASS III) 130 1000 MM X 1625 MM OVAL SHAPED M 650.0000 117,000.00 111.500 72,475.00 REINFORCED CONCRETE PIPE (CLASS III) PROGRAM CAS145 PAGE 6 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM SLOTTED CORRUGATED STEEL PIPE M 275.0000 14,025.00 51.500 14,162.50 (1.63 MM THICK) 132 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 96,800.00 4,679.000 93,580.00 133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 18,450.00 383.900 17,275.50 134 300 MM CORRUGATED STEEL PIPE M 200.0000 1,200.00 0.000 0.00 DOWNDRAIN (4.27 MM THICK) 135 300 MM ENTRANCE TAPER EA 350.0000 350.00 0.000 0.00 136 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 2,100.00 1.300 390.00 STEEL PIPE RISER (4.27 MM THICK) 137 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 1,750.00 3.600 1,260.00 STEEL PIPE RISER (4.27 MM THICK) 138 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 139 MANHOLE EA 1,750.0000 1,750.00 1.000 1,750.00 140 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 105.0000 3,570.00 34.000 3,570.00 141 ROCK SLOPE PROTECTION M3 85.0000 425.00 5.000 425.00 (FACING, METHOD B) 142 SLOPE PAVING (CONCRETE) M3 600.0000 46,200.00 77.000 46,200.00 (F) 143 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 5,775.00 8.400 2,310.00 144 ROCK SLOPE PROTECTION FABRIC M2 2.2500 153.00 55.900 125.78 145 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 182,000.00 334.630 117,120.50 CONSTRUCTION) 146 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 15,000.00 136.620 13,662.00 147 MISCELLANEOUS IRON AND STEEL KG 2.2000 29,801.20 8,817.000 19,397.40 (SF) 148 MISCELLANEOUS METAL KG 7.0000 22,190.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 149 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 110,000.00 13,750.000 110,000.00 (SF) 150 CHAIN LINK FENCE (TYPE CL-1.8) M 23.0000 17,480.00 360.960 8,302.08 (S) 151 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 (S) 152 DELINEATOR (CLASS 1) EA 35.0000 2,450.00 0.000 0.00 153 OBJECT MARKER (TYPE K) EA 45.0000 90.00 0.000 0.00 154 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,350.00 0.000 0.00 155 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 22,550.00 122.190 6,720.45 (S) 156 CHAIN LINK RAILING (TYPE 7) M 120.0000 43,920.00 366.000 43,920.00 (SF) 157 CONCRETE BARRIER (TYPE K) M 70.0000 11,200.00 61.000 4,270.00 PROGRAM CAS145 PAGE 7 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TUBULAR HANDRAILING M 70.0000 43,190.00 617.000 43,190.00 (SF) 159 CONCRETE BARRIER (TYPE 26) M 190.0000 186,770.00 983.000 186,770.00 (F) 160 CONCRETE BARRIER (TYPE 27B MODIFIED) M 125.0000 27,500.00 214.000 26,750.00 161 CONCRETE BARRIER (TYPE 732) M 150.0000 346,800.00 2,268.130 340,219.50 (F) 162 CONCRETE BARRIER (TYPE 50 MODIFIED) M 400.0000 26,400.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 50E) M 320.0000 86,400.00 124.000 39,680.00 164 HEADLIGHT GLARE SCREEN M 13.0000 10,270.00 0.000 0.00 (S) 165 CABLE ANCHOR ASSEMBLY EA 525.0000 525.00 0.000 0.00 (S) 166 CABLE ANCHOR ASSEMBLY EA 500.0000 3,500.00 2.000 1,000.00 (S) (BREAKAWAY, TYPE B) 167 TERMINAL SECTION (TYPE B) EA 100.0000 900.00 0.000 0.00 (S) 168 TERMINAL SYSTEM (TYPE SRT) EA 125.0000 1,500.00 5.000 625.00 (S) 169 RETURN SECTION EA 90.0000 90.00 0.000 0.00 (S) 170 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 0.000 0.00 (S) 171 CRASH CUSHION (TYPE CAT) EA 24,000.0000 96,000.00 1.000 24,000.00 (S) 172 CRASH CUSHION (TYPE CAT) BACKUP EA 2,500.0000 10,000.00 1.000 2,500.00 (S) 173 CONCRETE BARRIER (TYPE 60) M 245.0000 462,805.00 166.880 40,885.60 1,123.800 275,331.00 (F) 174 CONCRETE BARRIER (TYPE 60C) M 350.0000 350,000.00 523.100 183,085.00 175 CONCRETE BARRIER (TYPE 60D) M 270.0000 307,800.00 341.680 92,253.60 1,071.680 289,353.60 176 CONCRETE BARRIER (TYPE 60E) M 760.0000 106,400.00 10.820 8,223.20 205.310 156,035.60 177 CONCRETE BARRIER (TYPE 60W) M 400.0000 228,000.00 256.000 102,400.00 178 CONCRETE BARRIER (TYPE 732A) M 150.0000 96,000.00 640.000 96,000.00 (F) 179 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 0.000 0.00 (S) 180 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 45,840.00 0.000 0.00 (S) 181 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,580.00 0.000 0.00 (S) 182 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,800.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 183 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 880.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 184 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,525.00 0.000 0.00 (S) (BROKEN 11.0 M -3.5 M) PROGRAM CAS145 PAGE 8 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 PAINT TRAFFIC STRIPE (2-COAT) M 1.2000 68,040.00 141,858.300 170,229.96 (S) 186 PAINT PAVEMENT MARKING (2-COAT) M2 21.0000 14,700.00 233.500 4,903.50 (S) 187 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 20,825.00 12,154.000 21,269.50 (S) 188 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 38,420.00 10,806.000 36,740.40 (S) 189 LIGHTING (CITY STREET) LS 65,000.0000 65,000.00 1.000 65,000.00 (S) 190 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 0.050 22,500.00 0.950 427,500.00 (S) 191 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.800 20,000.00 (S) 192 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.900 27,000.00 (S) 193 TRAFFIC MONITORING STATION (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 194 RAMP METERING SYSTEM (LOCATION 1) LS 32,000.0000 32,000.00 0.950 30,400.00 (S) 195 RAMP METERING SYSTEM (LOCATION 2) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 196 RAMP METERING SYSTEM (LOCATION 3) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 197 RAMP METERING SYSTEM (LOCATION 4) LS 1,000.0000 1,000.00 1.000 1,000.00 (S) 198 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 7,000.0000 7,000.00 1.000 7,000.00 (S) 199 FIBER OPTIC COMMUNICATION SYSTEM LS 265,000.0000 265,000.00 0.510 135,150.00 (S) (MODIFY) PROGRAM CAS145 PAGE 9 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:57 AM ESTIMATE NO. 44 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 197,512.50 27,191,035.05 ADJUSTMENT OF COMPENSATION 0.00 479,390.36 EXTRA WORK 51,915.92 1,556,035.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 249,428.42 29,226,460.84 200 MOBILIZATION LS 3075,000.0000 3,075,000.00 1.000 3,075,000.00 ORIGINAL CONTRACT AMOUNT 30,778,292.30 TOTAL WORK COMPLETED 249,428.42 32,301,460.84 MATERIALS ON HAND ON SITE 75,123.43 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 249,428.42 32,376,584.27 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 06/18/99 2100 10/19/99 10/19/99 07/15/05 1098 0 5 0 94% 52% PROGRESS IS SATISFACTORY NADERI, ARSALAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/02