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 09/22/99 EST. NO.09 TIME 12:57 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 0077 43.70 E.W. @ F.A.(+) 051499 N 149 0 0078 75.95 051799 N 68.0 0 0079 84.79 051899 N 146.00 0080 84.79 051999 N 70.000 0081 84.79 052099 N 71.000 0082 84.79 052199 N 72.000 0083 84.79 052499 N 75.000 0084 84.79 052599 N 147.00 0085 84.79 052699 N 77.000 0086 84.79 052799 N 78.000 0087 84.79 052899 N 148.00 0088 84.79 060199 N 81.000 0089 75.95 060299 N 82.000 0090 84.79 060399 N 83.000 0091 84.79 060499 N 149.00 0092 84.79 060799 N 85.000 0093 75.95 060899 N 86.000 0094 84.79 060999 N 87.000 0095 84.79 061099 N 89.000 0096 84.79 061199 N 90.000 0097 84.79 061499 N 91.000 0098 84.79 061599 N 93.000 0099 84.79 061699 N 94.000 0100 84.79 062199 N 99.000 0101 169.59 062599 N 103.00 0102 84.79 062899 N 143.00 0103 84.79 062999 N 105.00 0104 84.79 063099 N 106.00 0105 43.68 070199 N 107.00 0106 87.36 070299 N 108.00 0107 87.36 070699 N 113.00 0108 87.36 070899 N 115.00 0109 87.36 070999 N 144.00 0110 87.36 071499 N 145.00 0111 87.36 071599 N 119.00 0112 87.36 071999 N 122.00 0113 43.68 072199 N 124.00 0114 43.68 072299 N 142.00 0115 87.36 072399 N 127.00 0116 97.29 072799 N 130.00 0117 87.36 072899 N 132.00 0118 87.36 072999 N 142.00 0119 87.36 073099 N 136.00 0120 43.68 080499 N 139.00 0121 87.36 080599 N 140.00 0122 87.36 080699 N 141.00 003 0009 556.84 E.W. @ F.A.(+) 030899 N 513 0 0010 1,141.74 040899 N 510 0 0010-1 -1,141.74 040899 N 510 0 DAO CORRECTING ENTRY 0010-2 1,132.58 040899 N 510 0 DAO CORRECTING ENTRY 0011 1,103.17 042099 N 509 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 09/22/99 EST. NO.09 TIME 12:57 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 --------------------------------------------------------------------------- 0012 257.80 052499 N 511 0 0013 227.39 071399 N 508 0 004 0001 28,454.40 E.W. @ U.P (+) 050499 N 0 005 0010 413.77 E.W. @ F.A.(+) 052599 N 11 0 0011 760.27 072999 N 16.0 0 0012 53.84 080499 N 19.0 0 008 0001 157.80 E.W. @ F.A.(+) 050399 N 1.0 0 0002 535.79 050799 N 502 0 0003 1,649.16 051099 N 503 0 0004 2,491.86 051299 N 504 0 0005 2,944.15 051399 N 505 0 0006 2,089.61 051499 N 500 0 0007 2,643.95 051799 N 506 0 0008 2,802.85 051899 N 507 0 0009 1,596.27 051999 N 501 0 53,670.50 TOTAL THIS ESTIMATE 36,495.84 TOTAL PREVIOUS ESTIMATE 90,166.34 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 09/22/99 EST. NO.09 TIME 12:57 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 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 LOCATION RERUN 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 0.270 33,750.00 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,550.00 635.000 22,225.00 010 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 0.270 2,700.00 013 TEMPORARY RAILING (TYPE K) M 25.0000 228,250.00 3,481.300 87,032.50 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 77,500.00 197.000 49,250.00 015 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 24,337.000 30,421.25 020 REMOVE PAVEMENT MARKING M2 20.0000 2,200.00 150.020 3,000.40 021 REMOVE PAVEMENT MARKER EA 0.6000 6,480.00 14,981.000 8,988.60 022 REMOVE ROADSIDE SIGN EA 140.0000 14,280.00 31.000 4,340.00 PROGRAM CAS145 PAGE 2 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 1,700.00 215.400 10,770.00 025 REMOVE INLET EA 650.0000 13,650.00 9.000 5,850.00 026 REMOVE HEADWALL EA 950.0000 34,200.00 9.000 8,550.00 27.000 25,650.00 027 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 0.000 0.00 030 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 41,800.00 425.210 16,157.98 036 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 0.900 112,500.00 046 ROADWAY EXCAVATION M3 5.4000 777,600.00 45,329.000 244,776.60 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 217,125.00 1,330.000 33,250.00 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 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,143.000 57,861.00 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 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 4,629.230 106,472.29 5,212.260 119,881.98 065 LEAN CONCRETE BASE M3 170.0000 124,100.00 0.000 0.00 066 ASPHALT TREATED PERMEABLE BASE M3 58.0000 323,640.00 0.000 0.00 067 ASPHALT CONCRETE TONN 35.0000 1807,750.00 849.000 29,715.00 068 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 26,481.00 104.100 4,059.90 104.100 4,059.90 075 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 61,000.00 10.000 10,000.00 10.000 10,000.00 (S) 076 FURNISH STEEL PILING (HP 250 X 85) M 39.0000 118,443.00 580.330 22,632.87 2,932.300 114,359.70 PROGRAM CAS145 PAGE 4 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.000 54,000.00 266.000 266,000.00 (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 0.000 0.00 PILING (BARRIER) 083 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 197,600.00 0.000 0.00 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 562,450.00 182.000 63,700.00 691.620 242,067.00 (F) 086 STRUCTURAL CONCRETE, BRIDGE M3 461.0000 2925,506.00 737.260 339,876.86 1,480.830 682,662.63 (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 72,600.00 220.580 66,174.00 (F) 090 MINOR CONCRETE (MINOR STRUCTURE) M3 980.0000 222,460.00 82.060 80,418.80 (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 0.000 0.00 (SF) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 457,020.00 244.000 43,920.00 244.000 43,920.00 (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 1074,857.00 128,080.000 124,237.60 297,125.000 288,211.25 (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 25,825.000 30,990.00 (SF) 103 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 16,190.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 110 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 27,200.00 0.000 0.00 (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 54.900 6,313.50 407.610 46,875.15 117 450 MM REINFORCED CONCRETE PIPE M 131.0000 89,080.00 3.900 510.90 129.900 17,016.90 118 600 MM REINFORCED CONCRETE PIPE M 150.0000 99,000.00 17.070 2,560.50 187.170 28,075.50 119 900 MM REINFORCED CONCRETE PIPE M 245.0000 58,800.00 43.540 10,667.30 120 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 0.000 0.00 124 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 55.0000 32,450.00 0.000 0.00 125 450 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 0.000 0.00 (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 0.000 0.00 (1/4 TON, METHOD B) PROGRAM CAS145 PAGE 6 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.500 10,395.00 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 0.000 0.00 (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 92.000 10,120.00 92.000 10,120.00 153 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 0.000 0.00 156 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 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 159 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 0.000 0.00 164 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 23,188.000 16,231.60 (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 2,271.000 2,498.10 (S) 180 PAVEMENT MARKER (REFLECTIVE) EA 3.1500 23,373.00 2,148.000 6,766.20 (S) 181 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 0.050 3,500.00 (S) 182 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.030 1,500.00 (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 0.110 24,200.00 (S) PROGRAM CAS145 PAGE 8 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 21.20 (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 0.000 0.00 (S) 190 RAMP METERING SYSTEM (LOCATION 1) LS 18,000.0000 18,000.00 0.000 0.00 (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 0.050 3,000.00 0.150 9,000.00 (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 0.000 0.00 (S) 196 SPLICE VAULT EA 550.0000 1,650.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 09/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 12:57 PM ESTIMATE NO. 09 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 09/20/99 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 09/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 915,283.02 5,377,564.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 53,670.50 90,166.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 968,953.52 5,467,731.15 197 MOBILIZATION LS 2178,000.0000 2178,000.00 0.950 2,069,100.00 ORIGINAL CONTRACT AMOUNT 21,786,377.90 TOTAL WORK COMPLETED 968,953.52 7,536,831.15 MATERIALS ON HAND ON SITE 123,468.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 964,953.52 7,656,299.84 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 10/26/01 158 15 0 5 34% 16% PROGRESS IS SATISFACTORY NABIL YASSA RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/99