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 11/22/99 EST. NO.11 TIME 03:38 PM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- 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 0130 84.79 E.W. @ F.A.(+) 062299 N 100 0 0131 84.79 062399 N 101 0 0132 43.68 072899 N 172 0 0133 87.36 081099 N 151 0 0134 87.36 081199 N 152 0 0135 87.36 081699 N 156 0 0136 78.07 081799 N 169 0 0137 87.36 081899 N 158 0 0138 87.36 081999 N 159 0 0139 87.36 082099 N 160 0 0140 87.36 082399 N 161 0 0141 87.36 083099 N 173 0 0142 87.36 083199 N 174 0 0143 78.37 090199 N 187 0 0144 322.19 090199 N 175 0 0145 87.36 090299 N 176 0 0146 87.36 090399 N 177 0 0147 87.36 090799 N 178 0 0148 87.36 090899 N 179 0 0149 87.36 090999 N 180 0 0150 541.71 091099 N 181 0 0151 87.36 091099 N 187.20 0152 87.36 091499 N 183 0 0153 87.36 091599 N 184 0 0154 78.52 091699 N 185 0 0155 87.36 091799 N 186 0 0156 87.36 092099 N 189 0 0157 87.36 092199 N 190 0 0158 87.36 092299 N 191 0 0159 43.68 092499 N 192 0 0160 87.36 092799 N 193 0 0161 87.36 092999 N 194 0 0162 87.36 093099 N 195 0 0163 87.36 100199 N 196 0 0164 87.36 100499 N 197 0 0165 87.36 100599 N 198 0 0166 87.36 100699 N 199 0 0167 87.36 100799 N 200 0 0168 72.50 100899 N 201 0 0170 1,747.54 080599 N 172 0 0171 695.15 081199 N 202 0 0172 177.10 081399 N 188 0 0173 3,706.33 081299 N 153 0 0174 489.21 063099 N 173 0 0175 65.82 071699 N 121 0 0176 23.31 072199 N 125 0 0177 347.56 072399 N 128 0 0178 347.56 072699 N 129 0 0179 347.56 072799 N 131 0 0180 347.56 072899 N 133 0 0181 303.68 072999 N 134 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/22/99 EST. NO.11 TIME 03:38 PM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0182 347.56 072999 N 135 0 0183 347.56 073099 N 187 0 0184 347.56 080999 N 150 0 0185 217.22 082799 N 166 0 005 0014 417.62 E.W. @ F.A.(+) 052599 N 15 0 0015 765.87 073099 N 18 0 0016 1,206.76 081299 N 25 0 0017 608.02 080599 N 21 0 0018 980.97 080599 N 27 0 0019 608.24 081199 N 22 0 0020 67.18 083199 N 25 0 0021 484.71 090899 N 26 0 0022 186.54 093099 N 28 0 007 0001 887.72 E.W. @ F.A.(+) 042199 N 505 0 0002 1,459.94 042399 N 506 0 0003 1,455.95 042999 N 507 0 0003-1 -1,455.95 042999 N 507 0 DAO CORRECTING ENTRY 0003-2 1,455.95 042999 N 507 0 DAO CORRECTING ENTRY 0004 1,957.90 050499 N 508 0 0004-1 -1,957.90 050499 N 508 0 DAO CORRECTING ENTRY 0004-2 2,033.98 050499 N 508 0 DAO CORRECTING ENTRY 0005 727.84 050799 N 509 0 0006 1,875.35 051099 N 510 0 0007 284.71 051199 N 511 0 0008 1,651.16 051299 N 512 0 0009 1,638.48 051399 N 513 0 0010 1,669.24 051499 N 514 0 0011 797.23 051799 N 515 0 0012 823.20 052199 N 516 0 0013 751.68 052799 N 517 0 0014 1,416.42 061099 N 518Y 0 0015 338.29 033099 N 1 0 0016 1,456.37 042099 N 2 0 0017 220.18 042399 N 3 0 0018 109.84 051399 N 4 0 0019 435.04 071299 N 5 0 0020 90.01 071299 N 6 0 0021 305.41 042399 N 501 0 0022 202.92 042499 N 500 0 0023 296.11 041999 N 502 0 0024 293.12 040299 N 503 0 009 0005 1,709.73 E.W. @ F.A.(+) 080299 N 508A 0 0006 804.57 073099 N 509 0 0007 536.77 100899 N 505 0 0008 715.69 101199 N 506 0 0009 536.77 101299 N 507 0 0010 470.51 101899 N 507 0 010 0001 293.63 E.W. @ F.A.(+) 051399 N 500` 0 0002 945.14 051799 N 501 0 0003 1,878.08 052199 N 502 0 0004 95.88 060499 N 1.0 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/22/99 EST. NO.11 TIME 03:38 PM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 215.20 061499 N 2.0 0 0006 248.50 072099 N 3.0 0 0007 202.85 072199 N 4.0 0 0008 1,079.59 051899 N 503 0 0009 917.61 101299 N 504 0 0010 1,475.10 101399 N 505 0 012 0001 123.05 E.W. @ F.A.(+) 052599 N 3 0 0002 559.47 060299 N 1 0 0003 8,979.20 092099 N 2 0 015 0001 72.00 E.W. @ U.P (+) 013199 N 1 0 0002 6.80 022899 N 2 0 0003 38.40 032899 N 3 0 0004 126.80 042599 N 4 0 0005 387.20 053099 N 5 0 0006 516.00 070499 N 6 0 0007 537.60 080199 N 7 0 0008 724.80 082999 N 9 0 0009 586.40 092699 N 8 0 65,149.46 TOTAL THIS ESTIMATE 98,147.54 TOTAL PREVIOUS ESTIMATE 163,297.00 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 11/22/99 EST. NO.11 TIME 03:38 PM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -4,000.00 09 DELINQUENT PAYROLLS -10,000.00 10 0.00 -14,000.00 TOTAL DEDUCTIONS 0.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 LOCATION PROGRESS ESTIMATE 12-ORA-55-13.4/14.4 ----------------- MCM CONSTRUCTION INC. IN ORANGE COUNTY IN ORANGE FROM 0.2 202 N. SACRAMENTO KM SOUTH OF SANTIAGO CREEK BRIDGE ORANGE, CA 92667 TO 0.4 KM NORTH OF WALNUT AVENUE OVERCROSSING FED. AID NO. ACNH-P055(35) WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.000 0.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 12.0000 27,600.00 2,193.000 26,316.00 003 TEMPORARY FENCE (TYPE ESA) M 8.5000 5,440.00 0.000 0.00 004 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 0.000 0.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500.00 PLAN 006 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.200 20,000.00 007 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.600 12,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 0.300 37,500.00 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,550.00 22.000 770.00 657.000 22,995.00 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 800.0000 1,600.00 0.000 0.00 011 TEMPORARY SIGNAL SYSTEM LS 10,000.0000 10,000.00 0.200 2,000.00 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.030 300.00 0.330 3,300.00 013 TEMPORARY RAILING (TYPE K) M 25.0000 228,250.00 961.500 24,037.50 4,442.800 111,070.00 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 77,500.00 25.000 6,250.00 222.000 55,500.00 015 TEMPORARY TRAFFIC SCREEN M 5.0000 45,650.00 3,691.300 18,456.50 016 ABANDON CULVERT EA 500.0000 2,000.00 0.000 0.00 017 REMOVE FENCE M 8.0000 18,400.00 2,642.000 21,136.00 018 REMOVE METAL BEAM GUARD RAILING M 19.0000 14,440.00 302.000 5,738.00 019 REMOVE TRAFFIC STRIPE M 1.2500 80,500.00 5,864.000 7,330.00 30,201.000 37,751.25 020 REMOVE PAVEMENT MARKING M2 20.0000 2,200.00 150.020 3,000.40 021 REMOVE PAVEMENT MARKER EA 0.6000 6,480.00 1,470.000 882.00 16,451.000 9,870.60 022 REMOVE ROADSIDE SIGN EA 140.0000 14,280.00 31.000 4,340.00 PROGRAM CAS145 PAGE 2 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SIGN STRUCTURE EA 2,300.0000 9,200.00 1.000 2,300.00 024 REMOVE PIPE M 50.0000 34,500.00 24.880 1,244.00 256.280 12,814.00 025 REMOVE INLET EA 650.0000 13,650.00 1.000 650.00 11.000 7,150.00 026 REMOVE HEADWALL EA 950.0000 34,200.00 28.000 26,600.00 027 REMOVE REINFORCED CONCRETE BOX CULVERT M3 350.0000 2,800.00 0.000 0.00 028 REMOVE RETAINING WALL M 40.0000 10,400.00 260.000 10,400.00 029 REMOVE CONCRETE PAVEMENT M2 5.0000 14,600.00 646.200 3,231.00 646.200 3,231.00 030 REMOVE ASPHALT CONCRETE SURFACING M3 36.0000 11,520.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 28.0000 1,512.00 54.000 1,512.00 032 RECONSTRUCT BRIDGE MOUNTED SIGN EA 2,600.0000 7,800.00 1.500 3,900.00 033 ADJUST FRAME AND COVER TO GRADE EA 350.0000 2,800.00 0.000 0.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 9,080.00 0.000 0.00 (S) 035 REMOVE CONCRETE M3 38.0000 41,800.00 194.300 7,383.40 619.510 23,541.38 036 REMOVE CONCRETE (CHANNEL) M3 65.0000 4,355.00 81.000 5,265.00 037 REMOVE CONCRETE BARRIER M 28.0000 9,240.00 0.000 0.00 038 REMOVE CONCRETE BARRIER (TYPE K) M 12.0000 1,320.00 238.000 2,856.00 039 REMOVE SOUND WALL M 90.0000 7,830.00 87.000 7,830.00 040 REMOVE BLOCK WALL M 10.0000 15,000.00 1,836.000 18,360.00 041 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 0.000 0.00 042 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION D LS 70,000.0000 70,000.00 1.000 70,000.00 045 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 0.980 122,500.00 046 ROADWAY EXCAVATION M3 5.4000 777,600.00 5,397.330 29,145.58 50,726.330 273,922.18 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 217,125.00 5,815.000 145,375.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 120,386.00 6,763.000 94,682.00 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 31.0000 178,002.00 3,682.000 114,142.00 (F) PROGRAM CAS145 PAGE 3 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 27.0000 211,815.00 4,041.000 109,107.00 (F) 051 SAND BACKFILL M3 92.0000 23,920.00 264.000 24,288.00 052 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0.00 (S) 053 ROADSIDE CLEARING LS 4,200.0000 4,200.00 0.000 0.00 054 ROCK BLANKET M2 73.0000 649,700.00 0.000 0.00 (S) 055 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 (S) 056 PURE LIVE SEED (EROSION CONTROL) KG 490.0000 9,800.00 0.000 0.00 057 CUTTINGS (PLANT GROUP N) EA 5.0000 3,000.00 0.000 0.00 058 IRRIGATION SYSTEM LS 375,000.0000 375,000.00 0.000 0.00 (S) 059 NPS 1.5 SUPPLY LINE (BRIDGE) M 60.0000 17,700.00 0.000 0.00 060 NPS 2.5 SUPPLY LINE (BRIDGE) M 80.0000 14,000.00 0.000 0.00 061 300 MM CORRUGATED HIGH DENSITY M 147.0000 19,110.00 50.800 7,467.60 POLYETHYLENE PIPE CONDUIT 062 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 063 CLASS 4 AGGREGATE SUBBASE M3 17.0000 210,800.00 6,070.000 103,190.00 064 CLASS 2 AGGREGATE BASE M3 23.0000 347,300.00 886.880 20,398.24 6,917.370 159,099.51 065 LEAN CONCRETE BASE M3 170.0000 124,100.00 29.350 4,989.50 257.350 43,749.50 066 ASPHALT TREATED PERMEABLE BASE M3 58.0000 323,640.00 1,104.320 64,050.56 2,538.220 147,216.76 067 ASPHALT CONCRETE TONN 35.0000 1807,750.00 15,114.770 529,016.95 19,744.410 691,054.35 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 30,400.00 219.500 4,390.00 AREA) 069 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 660.00 79.300 475.80 070 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 840.00 0.000 0.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 4,440.00 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 438.00 0.000 0.00 073 CONCRETE PAVEMENT (RAMP TERMINI) M3 180.0000 106,200.00 0.000 0.00 074 FURNISH STEEL PILING (HP 250 X 62) M 39.0000 26,481.00 616.900 24,059.10 075 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 61,000.00 56.000 56,000.00 (S) 076 FURNISH STEEL PILING (HP 250 X 85) M 39.0000 118,443.00 3,319.200 129,448.80 PROGRAM CAS145 PAGE 4 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 278,000.00 302.000 302,000.00 (S) 078 FURNISH STEEL PILING (HP 360 X 132) M 70.0000 170,590.00 2,904.790 203,335.30 079 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 239,000.00 263.000 263,000.00 (S) 080 FURNISH STEEL PILING (HP 360 X 174) M 92.0000 22,540.00 0.000 0.00 081 DRIVE STEEL PILE (HP 360 X 174) EA 1,000.0000 18,000.00 0.000 0.00 (S) 082 356 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 20,000.00 200.000 16,000.00 PILING (BARRIER) 083 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 197,600.00 1,976.000 158,080.00 PILING (BARRIER) 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 0.000 0.00 (S) 085 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 562,450.00 94.750 33,162.50 869.120 304,192.00 (F) 086 STRUCTURAL CONCRETE, BRIDGE M3 461.0000 2925,506.00 31.000 14,291.00 1,966.080 906,362.88 (F) 087 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 868,700.00 2,125.000 743,750.00 (F) 088 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 187,950.00 0.000 0.00 (F) (TYPE N) 089 CLASS A CONCRETE (BOX CULVERT) M3 300.0000 72,600.00 -3.830 -1,149.00 242.000 72,600.00 (F) 090 MINOR CONCRETE (MINOR STRUCTURE) M3 980.0000 222,460.00 19.020 18,639.60 105.640 103,527.20 (F) 091 FRACTURED RIB TEXTURE M2 20.0000 53,880.00 1,630.000 32,600.00 (F) 092 DRILL AND BOND DOWEL M 49.0000 4,018.00 0.000 0.00 093 CLEAN EXPANSION JOINT M 75.0000 4,350.00 0.000 0.00 094 REFINISH BRIDGE DECK M2 25.0000 9,000.00 0.000 0.00 095 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 80.0000 488,240.00 684.600 54,768.00 3,446.000 275,680.00 (SF) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 457,020.00 501.000 90,180.00 1,027.000 184,860.00 (SF) 097 MASONRY WALL CLOSURE M2 230.0000 20,240.00 0.000 0.00 (S) 098 JOINT SEAL (TYPE B - MR 30 MM) M 98.0000 18,130.00 0.000 0.00 (S) 099 JOINT SEAL (TYPE B - MR 40 MM) M 115.0000 19,550.00 0.000 0.00 (S) 100 BAR REINFORCING STEEL (BRIDGE) KG 0.9700 1074,857.00 17,521.000 16,995.37 389,466.000 377,782.02 (SF) 101 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 242,920.80 155,891.000 187,069.20 (SF) 102 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2000 29,001.60 28,350.000 34,020.00 (SF) 103 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 16,190.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 2,266.60 0.000 0.00 (SF) 105 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 105,776.00 0.000 0.00 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 10,517.60 0.000 0.00 (SF) 107 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 1,655.00 0.000 0.00 (F) WITHOUT WALKWAY) 108 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 2,151.50 0.000 0.00 (SF)WITHOUT WALKWAY) 109 760 MM CAST-IN-DRILLED-HOLE M 1,500.0000 30,000.00 12.000 18,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 110 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 27,200.00 5.000 8,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 111 METAL (RAIL MOUNTED SIGN) KG 68.0000 3,264.00 0.000 0.00 112 ROADSIDE SIGN - ONE POST EA 276.0000 17,664.00 0.000 0.00 113 ROADSIDE SIGN - TWO POST EA 672.0000 11,424.00 0.000 0.00 114 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 152.0000 3,192.00 0.000 0.00 METHOD) 115 INSTALL SIGN OVERLAY M2 300.0000 600.00 0.000 0.00 116 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 78,200.00 416.810 47,933.15 117 450 MM REINFORCED CONCRETE PIPE M 131.0000 89,080.00 83.820 10,980.42 234.920 30,774.52 118 600 MM REINFORCED CONCRETE PIPE M 150.0000 99,000.00 189.570 28,435.50 119 900 MM REINFORCED CONCRETE PIPE M 245.0000 58,800.00 67.160 16,454.20 110.700 27,121.50 120 1200 MM REINFORCED CONCRETE PIPE M 300.0000 75,000.00 241.000 72,300.00 121 2100 MM REINFORCED CONCRETE PIPE M 1,148.0000 106,764.00 92.600 106,304.80 122 450 MM SLOTTED CORRUGATED STEEL PIPE M 245.0000 9,800.00 0.000 0.00 (1.63 MM THICK) 123 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 60,600.00 145.000 2,175.00 1,716.000 25,740.00 124 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 55.0000 32,450.00 3.000 165.00 127.000 6,985.00 125 450 MM CONCRETE FLARED END SECTION EA 600.0000 2,400.00 3.000 1,800.00 126 900 MM REINFORCED CONCRETE PIPE RISER M 350.0000 3,150.00 0.000 0.00 127 MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 (S) 128 ROCK SLOPE PROTECTION M3 38.0000 55,860.00 1,401.860 53,270.68 (FACING, METHOD B) 129 CONCRETE (CONCRETED-ROCK SLOPE M3 90.0000 35,100.00 0.000 0.00 PROTECTION) 130 CONCRETED-ROCK SLOPE PROTECTION M3 36.0000 195,120.00 5,962.000 214,632.00 (1/4 TON, METHOD B) PROGRAM CAS145 PAGE 6 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 226,500.00 0.000 0.00 (F) 132 MINOR CONCRETE (CHANNEL LINING) M3 450.0000 58,500.00 0.000 0.00 133 ROCK SLOPE PROTECTION FABRIC M2 1.0000 4,640.00 0.000 0.00 134 MINOR CONCRETE (MISCELLANEOUS M3 330.0000 244,200.00 150.430 49,641.90 181.930 60,036.90 CONSTRUCTION) 135 MINOR CONCRETE (STAMPED CONCRETE) M2 65.0000 122,850.00 0.000 0.00 136 MISCELLANEOUS IRON AND STEEL KG 2.2000 32,810.80 6,505.000 14,311.00 6,505.000 14,311.00 (SF) 137 MISCELLANEOUS METAL KG 8.0000 17,880.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 138 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 26,128.00 0.000 0.00 (SF) 139 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 23,360.00 91.600 2,931.20 (S) 140 CHAIN LINK FENCE (TYPE CL-2.4) M 35.0000 9,100.00 0.000 0.00 (S) 141 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 310.0000 2,790.00 2.000 620.00 (S) 142 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 540.0000 1,080.00 4.000 2,160.00 (S) 143 DELINEATOR (CLASS 1) EA 77.0000 7,315.00 0.000 0.00 144 OBJECT MARKER (TYPE K-4) EA 115.0000 230.00 0.000 0.00 145 METAL BEAM GUARD RAILING M 61.0000 30,500.00 0.000 0.00 (S) 146 CHAIN LINK RAILING M 147.0000 1,764.00 0.000 0.00 (S) 147 CHAIN LINK RAILING (TYPE 7) M 80.0000 12,480.00 0.000 0.00 (SF) 148 TUBULAR HANDRAILING M 75.0000 25,650.00 0.000 0.00 (SF) 149 CONCRETE BARRIER (TYPE 25) M 90.0000 12,510.00 0.000 0.00 (F) 150 CONCRETE BARRIER (TYPE 26) M 150.0000 47,850.00 0.000 0.00 (F) 151 CONCRETE BARRIER (TYPE 26A) M 200.0000 36,800.00 0.000 0.00 (F) 152 CONCRETE BARRIER (TYPE 27A MODIFIED) M 110.0000 52,800.00 357.100 39,281.00 153 CONCRETE BARRIER (TYPE 27) M 90.0000 22,770.00 0.000 0.00 (F) 154 CONCRETE BARRIER (TYPE 27A) M 110.0000 9,570.00 0.000 0.00 155 CONCRETE BARRIER (TYPE 27B MODIFIED) M 160.0000 112,000.00 96.000 15,360.00 697.000 111,520.00 156 CONCRETE BARRIER (TYPE 27S) M 200.0000 26,000.00 0.000 0.00 157 CONCRETE BARRIER (TYPE 27SV) M 300.0000 96,000.00 8.000 2,400.00 216.000 64,800.00 PROGRAM CAS145 PAGE 7 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 250.0000 77,500.00 10.000 2,500.00 258.000 64,500.00 159 CONCRETE BARRIER (TYPE 50W MODIFIED) M 267.0000 48,060.00 0.000 0.00 160 CONCRETE BARRIER (TYPE 50) M 107.0000 4,708.00 0.000 0.00 161 CONCRETE BARRIER (TYPE 50A) M 100.0000 7,800.00 0.000 0.00 (F) 162 CONCRETE BARRIER (TYPE 50C) M 295.0000 4,425.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 50D) M 157.0000 37,680.00 239.000 37,523.00 239.000 37,523.00 164 CONCRETE BARRIER (TYPE 50E) M 528.0000 50,160.00 0.000 0.00 165 HEADLIGHT GLARE SCREEN M 133.0000 54,530.00 0.000 0.00 166 BURIED POST ANCHOR EA 650.0000 1,300.00 0.000 0.00 (S) 167 CABLE ANCHOR ASSEMBLY EA 300.0000 1,200.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 168 END SECTION EA 210.0000 420.00 0.000 0.00 (S) 169 TERMINAL SYSTEM (TYPE SRT) EA 1,675.0000 16,750.00 0.000 0.00 (S) 170 TERMINAL SECTION (TYPE C) EA 105.0000 105.00 0.000 0.00 (S) 171 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 14,720.00 0.000 0.00 (S) 172 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 18,000.00 0.000 0.00 (S) 173 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,200.00 0.000 0.00 (S) 174 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,900.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,260.00 0.000 0.00 (S) (11.0 M - 3.5 M) 176 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 216.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 177 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 37,240.00 6,686.000 4,680.20 29,874.000 20,911.80 (S) 178 PAINT PAVEMENT MARKING (2-COAT) M2 13.0000 2,470.00 135.990 1,767.87 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 8,668.00 806.000 886.60 3,077.000 3,384.70 (S) 180 PAVEMENT MARKER (REFLECTIVE) EA 3.1500 23,373.00 687.000 2,164.05 2,835.000 8,930.25 (S) 181 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 0.100 7,000.00 0.150 10,500.00 (S) 182 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.130 6,500.00 0.160 8,000.00 (S) 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 184 LIGHTING AND SIGN ILLUMINATION LS 220,000.0000 220,000.00 0.050 11,000.00 0.210 46,200.00 (S) PROGRAM CAS145 PAGE 8 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 5,000.0000 5,000.00 0.000 0.00 (S) 186 2 - SIZE 103 MM CONDUIT M 53.0000 93,280.00 960.000 50,880.00 (S) 187 COMMUNICATION CONDUIT (BRIDGE) M 36.0000 16,920.00 0.000 0.00 (S) 188 SPRINKLER CONTROL CONDUIT (BRIDGE) M 17.0000 7,990.00 0.000 0.00 (S) 189 TRAFFIC MONITORING STATION (COUNT) LS 15,000.0000 15,000.00 0.220 3,300.00 0.220 3,300.00 (S) 190 RAMP METERING SYSTEM (LOCATION 1) LS 18,000.0000 18,000.00 0.210 3,780.00 0.210 3,780.00 (S) 191 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.100 3,500.00 192 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.380 22,800.00 0.530 31,800.00 (S) 193 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 1,000.0000 1,000.00 1.000 1,000.00 (S) REMOVE 194 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 1,000.0000 1,000.00 1.000 1,000.00 (S) REMOVE 195 COMMUNICATION PULL BOX EA 2,300.0000 16,100.00 3.000 6,900.00 3.000 6,900.00 (S) 196 SPLICE VAULT EA 550.0000 1,650.00 1.000 550.00 1.000 550.00 (S) PROGRAM CAS145 PAGE 9 DATE 11/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 11/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,151,387.57 8,343,644.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 65,149.46 163,297.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,216,537.03 8,506,941.20 197 MOBILIZATION LS 2178,000.0000 2178,000.00 0.950 2,069,100.00 ORIGINAL CONTRACT AMOUNT 21,786,377.90 TOTAL WORK COMPLETED 1,216,537.03 10,576,041.20 MATERIALS ON HAND ON SITE 104,542.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,000.00 TOTAL 1,216,537.03 10,666,584.19 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 12/17/98 935 01/11/99 01/04/99 10/26/01 201 15 0 6 48% 21% PROGRESS IS SATISFACTORY NABIL YASSA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/99