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 02/22/02 EST. NO.35 TIME 06:14 AM R.E. NAME: YASSA, NABIL 12-013334 --------------------------------------------------------------------------- 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 0186 235.73 E.W. @ F.A.(+) 040501 Y 2352.0 0205 166.19 060801 Y 2274.0 0206 414.56 061101 Y 2277.0 0207 252.10 061201 Y 2278.0 0218 852.56 062201 Y 2288.0 0245 186.64 071901 Y 2314.0 0246 373.29 072001 Y 2308.0 0248 1,144.25 072001 Y 2316.0 0253 93.31 072601 Y 2321.0 0254 373.29 072701 Y 2322.0 0256 188.58 073001 Y 2324.0 0258 188.58 073101 Y 2326.0 0260 373.29 080301 Y 2328.0 0262 298.00 081401 Y 2331.0 0271 93.31 090701 Y 2340.0 0272 109.26 092601 Y 2341.0 0281 373.29 102001 Y 2348.0 0282 350.75 122100 Y 2258.0 0287 258.18 070901 Y 2550.0 0290 529.00 080701 Y 2553.0 0294 153.54 101101 Y 2557.0 0295 242.30 101201 Y 2558.0 0296 282.90 101501 Y 2559.0 0298 300.41 101901 Y 2561.0 0299 58.77 103101 Y 2566.0 0301 1,604.82 110801 Y 2564.0 0302 2,630.68 110901 Y 2565.0 0303 183.04 111601 Y 2566.0 0305 121.33 112601 Y 2568.0 0309 3,801.43 013002 N 326 0 004 0034 1,191.70 E.W. @ F.A.(+) 041101 N 307 0 0036 2,453.02 092001 N 301 0 0037 300.12 092701 N 304 0 0038 643.53 110201 N 302 0 0040 1,517.69 080101 N 319 0 010 0092 3,196.69 E.W. @ F.A.(+) 052201 N 318 0 017 0029 1,617.17 E.W. @ F.A.(+) 060101 Y 2370.0 0035 257.89 061701 N 2375.0 0037 257.89 070101 Y 2376.0 0038 257.89 070801 Y 2379.0 0039 359.56 071001 Y 2380.0 0040 257.89 071501 Y 2383.0 0041 257.89 072201 Y 2381.0 0042 257.89 072901 Y 2382.0 0043 257.89 080501 Y 2384.0 0044 257.89 081201 Y 2385.0 0045 257.89 081901 Y 2386.0 0047 257.89 082601 Y 2387.0 0048 257.89 090201 Y 2388.0 0049 257.89 090901 Y 2389.0 0050 1,305.33 091001 Y 2390.0 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 02/22/02 EST. NO.35 TIME 06:14 AM R.E. NAME: YASSA, NABIL 12-013334 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0051 257.89 091601 Y 2392.0 0052 257.89 092301 Y 2391.0 0053 257.89 093001 Y 2393.0 0054 116.58 100701 Y 2394.0 0059 382.80 091001 Y 2577.0 050 0003 1,800.08 E.W. @ F.A.(+) 050101 Y 2462.0 34,986.00 TOTAL THIS ESTIMATE 452,286.30 TOTAL PREVIOUS ESTIMATE 487,272.30 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 02/22/02 EST. NO.35 TIME 06:14 AM R.E. NAME: YASSA, NABIL 12-013334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNSAT.CPM SCHEDULE -154,776.86 13 UNSAT. CPM SCH. SUB. 154,776.86 14 EQUIP. BEFORE 0700HR -5,000.00 15 EQUIP. WORK. SITE 5,000.00 16 FAILURE TO EXECUTE -8,399.91 24 RETRN DEDUC FROM #34 8,399.91 32 0.00 0.00 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -10,000.00 06 DELINQUENT PAYROLLS -5,000.00 07 EXTREMELY LATE PAYRO -10,000.00 09 MISSING FINGE BENEFT -5,000.00 11 RET UNSAT. PAYROLL 25,000.00 14 RUBEN PUTRAN -10,000.00 15 RETURN UNSATIS. PAY. 10,000.00 16 SATISFACTORY PAYROLL 5,000.00 17 MISSING PAYROLLS -10,000.00 18 RET. UNSATIS PAYROL 10,000.00 21 UNSATISFACTORY PAYRO -10,000.00 22 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 185 -855.61 03 OVERBID ITEM NO. 185 -427.80 06 OVERBID ITEM NO. 185 -342.24 09 OVERBID ITEM NO. 185 -85.57 21 0.00 -1,711.22 TOTAL DEDUCTIONS 0.00 -11,711.22 PROGRAM CAS145 PAGE 1 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-55-14.4/15.6 ----------------------- M C M CONSTRUCTION, INC. IN ORANGE COUNTY IN ORANGE FROM 0.3 P.O. BOX 620 KM NORTH OF WALNUT AVENUE NORTH HIGHLANDS, CA 95660 OVERCROSSING TO 0.3 KM SOUTH OF TAFT AVENUE UNDERCROSSING FED. AID NO. ACNH-P055(38)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 12.0000 19,920.00 1,432.000 17,184.00 003 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 PLAN 004 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.030 2,250.00 0.960 72,000.00 005 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.040 2,000.00 1.000 50,000.00 (S) 007 TYPE III BARRICADE EA 85.0000 3,230.00 94.000 7,990.00 008 TEMPORARY PAVEMENT MARKING (PAINT) M2 27.0000 351.00 15.420 416.34 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 16,640.00 25,704.480 16,707.91 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 440.00 307.000 12,280.00 011 TEMPORARY PAVEMENT MARKER EA 3.0000 17,760.00 5,511.000 16,533.00 012 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 7.000 84,000.00 013 TEMPORARY RAILING (TYPE K) M 35.0000 388,500.00 12,067.885 422,375.98 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 62,500.00 413.000 103,250.00 015 TEMPORARY TRAFFIC SCREEN M 5.0000 55,500.00 8,886.950 44,434.75 016 ABANDON REINFORCED CONCRETE BOX EA 2,500.0000 2,500.00 1.000 2,500.00 017 ABANDON CULVERT EA 600.0000 3,600.00 4.000 2,400.00 018 ABANDON INLET EA 500.0000 1,500.00 3.000 1,500.00 019 ABANDON SEWER M 60.0000 4,080.00 68.000 4,080.00 020 REMOVE CHAIN LINK FENCE M 5.0000 6,700.00 1,910.000 9,550.00 021 REMOVE METAL BEAM GUARD RAILING M 16.0000 5,600.00 365.260 5,844.16 022 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 70,610.00 24,489.150 28,162.52 44,411.150 51,072.82 PROGRAM CAS145 PAGE 2 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 1,248.00 27.310 436.96 71.480 1,143.68 024 REMOVE PAVEMENT MARKER EA 1.0000 9,000.00 1,121.000 1,121.00 7,012.000 7,012.00 025 REMOVE ROADSIDE SIGN EA 100.0000 300.00 3.000 300.00 026 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 4.000 10,000.00 027 REMOVE PIPE M 50.0000 6,000.00 222.000 11,100.00 028 REMOVE INLET EA 600.0000 4,200.00 14.000 8,400.00 029 REMOVE HEADWALL EA 500.0000 10,000.00 33.000 16,500.00 030 REMOVE REINFORCED CONCRETE BOX M 700.0000 56,700.00 88.000 61,600.00 031 REMOVE SEWER MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 032 REMOVE CONCRETE PAVEMENT M2 5.0000 181,000.00 36,988.200 184,941.00 033 RELOCATE ROADSIDE SIGN EA 200.0000 6,600.00 21.000 4,200.00 034 REMOVE CONCRETE M3 54.0000 16,200.00 287.990 15,551.46 035 REMOVE CONCRETE CURB M 2.0000 400.00 338.000 676.00 036 REMOVE CONCRETE (CURB AND GUTTER) M 5.0000 10,300.00 2,060.000 10,300.00 037 REMOVE CONCRETE SIDEWALK M3 36.0000 6,120.00 174.580 6,284.88 038 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,500.00 42.200 1,055.00 039 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 3,800.00 95.000 3,800.00 040 CAP INLET EA 1,000.0000 4,000.00 6.000 6,000.00 041 BRIDGE REMOVAL LS 100,000.0000 100,000.00 1.000 100,000.00 042 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 044 CLEARING AND GRUBBING LS 32,000.0000 32,000.00 1.000 32,000.00 045 ROADWAY EXCAVATION M3 6.0000 253,800.00 42,300.000 253,800.00 046 STRUCTURE EXCAVATION (BRIDGE) M3 17.0000 95,285.00 5,605.000 95,285.00 (F) 047 STRUCTURE EXCAVATION (RETAINING WALL) M3 17.0000 244,800.00 14,389.310 244,618.27 048 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 305,250.00 4,070.000 305,250.00 (F) 049 STRUCTURE BACKFILL (SLURRY CEMENT) M3 200.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 510,000.00 50,967.550 509,675.50 051 PERVIOUS BACKFILL MATERIAL (RETAINING M3 48.0000 66,240.00 1,376.237 66,059.38 WALL) 052 SAND BACKFILL M3 100.0000 7,500.00 79.900 7,990.00 053 DITCH EXCAVATION M3 12.0000 12,000.00 952.720 11,432.64 054 EARTH RETAINING STRUCTURE M2 315.0000 598,500.00 1,900.000 598,500.00 055 IMPORTED BORROW M3 8.0000 315,200.00 39,400.000 315,200.00 056 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.050 4,000.00 (S) 057 ROCK BLANKET M2 50.0000 256,000.00 327.600 16,380.00 (S) 058 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 (S) 059 IRRIGATION SYSTEM LS 175,000.0000 175,000.00 0.250 43,750.00 (S) 060 NPS 3 SUPPLY LINE (BRIDGE) M 185.0000 13,875.00 75.000 13,875.00 (S) 061 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 49,000.00 125.990 44,096.50 (S) (6.35 MM THICK) 062 CLASS 4 AGGREGATE SUBBASE M3 12.0000 225,600.00 18,827.080 225,924.96 063 CLASS 2 AGGREGATE BASE M3 20.0000 276,000.00 13,958.440 279,168.80 064 CLASS 3 AGGREGATE BASE M3 20.0000 8,200.00 405.000 8,100.00 065 LEAN CONCRETE BASE M3 130.0000 29,900.00 230.000 29,900.00 066 ASPHALT TREATED PERMEABLE BASE M3 68.0000 393,040.00 5,103.350 347,027.80 067 ASPHALT CONCRETE TONN 35.0000 1533,000.00 34,488.720 1,207,105.20 068 PLACE ASPHALT CONCRETE DIKE M 8.0000 16,400.00 2,050.000 16,400.00 069 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.0000 31,330.00 2,848.340 37,028.42 AREA) 070 CONCRETE PAVEMENT (RAMP TERMINI) M3 170.0000 69,700.00 405.000 68,850.00 071 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 116,000.00 464.000 116,000.00 (S) PILING 072 FURNISH PILING (CLASS 625C) M 86.0000 12,728.00 112.420 9,668.12 073 DRIVE PILE (CLASS 625C) EA 1,800.0000 28,800.00 16.000 28,800.00 (S) 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 075 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 220,675.00 679.000 220,675.00 (F) 076 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 1196,800.00 2,992.000 1,196,800.00 (F) PROGRAM CAS145 PAGE 4 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2304,800.00 5,732.115 2,292,846.00 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 150,475.00 463.000 150,475.00 (F) (TYPE N) 079 CLASS 2 CONCRETE (BOX CULVERT) M3 900.0000 320,400.00 356.340 320,706.00 (F) 080 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 235,400.00 213.850 235,235.00 (F) 081 MINOR CONCRETE (BACKFILL) M3 150.0000 1,200.00 4.410 661.50 082 PAVING NOTCH EXTENSION M3 8,000.0000 4,800.00 0.630 5,040.00 083 FRACTURED RIB TEXTURE M2 15.0000 108,705.00 7,211.796 108,176.94 (F) 084 DRILL AND BOND DOWEL M 50.0000 8,250.00 188.000 9,400.00 085 FURNISH PRECAST CONCRETE GIRDER EA 3,500.0000 56,000.00 16.000 56,000.00 (5 M - 10 M) 086 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 112,000.00 16.000 112,000.00 GIRDER (15 M - 20 M) 087 ERECT PRECAST CONCRETE GIRDER EA 2,000.0000 32,000.00 16.000 32,000.00 (S) 088 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 32,000.00 16.000 32,000.00 (S) GIRDER 089 REFINISH BRIDGE DECK M2 300.0000 19,800.00 16.500 4,950.00 090 SOUND WALL (MASONRY BLOCK) M2 115.0000 265,075.00 2,246.150 258,307.25 (SF) 091 JOINT SEAL (MR 15 MM) M 105.0000 11,865.00 39.500 4,147.50 (S) 092 JOINT SEAL (TYPE B - MR 30 MM) M 115.0000 2,415.00 21.000 2,415.00 (S) 093 JOINT SEAL (TYPE B - MR 40 MM) M 125.0000 5,125.00 41.000 5,125.00 (S) 094 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 455,290.35 479,253.000 455,290.35 (SF) 095 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 471,122.00 468,490.300 468,490.30 (SF) 096 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9000 38,583.00 42,512.500 38,261.25 (F) 097 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 1,484.00 0.000 0.00 (F) WITH WALKWAY) 098 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 927.50 0.000 0.00 (SF)WITH WALKWAY) 099 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 17,200.00 0.000 0.00 (F) 100 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 2,150.00 0.000 0.00 (SF) 101 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 28,480.00 0.000 0.00 (F) 102 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.5000 8,900.00 0.000 0.00 (SF) 103 FURNISH SIGN STRUCTURE (TRUSS) KG 2.5000 34,550.00 13,820.000 34,550.00 (F) PROGRAM CAS145 PAGE 5 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (TRUSS) KG 3.5000 48,370.00 10,130.000 35,455.00 (SF) 105 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 360.00 0.000 0.00 (F) WITHOUT WALKWAY) 106 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 180.00 0.000 0.00 (SF)WITHOUT WALKWAY) 107 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 20,800.00 8.000 10,400.00 (S) CONCRETE PILE (SIGN FOUNDATION) 108 1070 MM CAST-IN-DRILLED-HOLE M 1,000.0000 7,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 109 METAL (BARRIER MOUNTED SIGN) KG 25.0000 2,100.00 0.000 0.00 110 METAL (WALL MOUNTED SIGN) KG 12.0000 3,480.00 0.000 0.00 111 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 34.000 6,800.00 112 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 11.000 3,300.00 113 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,625.00 12.000 1,500.00 METHOD) 114 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 46,550.00 474.500 45,077.50 115 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 78,750.00 603.000 75,375.00 116 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 94,000.00 465.800 93,160.00 117 300 MM REINFORCED CONCRETE PIPE M 115.0000 3,335.00 29.000 3,335.00 118 450 MM REINFORCED CONCRETE PIPE M 120.0000 19,200.00 140.600 16,872.00 119 600 MM REINFORCED CONCRETE PIPE M 150.0000 9,450.00 48.500 7,275.00 120 750 MM REINFORCED CONCRETE PIPE M 250.0000 16,000.00 65.000 16,250.00 121 900 MM REINFORCED CONCRETE PIPE M 250.0000 10,750.00 41.500 10,375.00 122 1050 MM REINFORCED CONCRETE PIPE M 325.0000 26,000.00 80.000 26,000.00 123 300 MM CORRUGATED STEEL PIPE M 275.0000 550.00 2.800 770.00 (1.63 MM THICK) 124 450 MM CORRUGATED STEEL PIPE M 115.0000 2,760.00 24.000 2,760.00 (1.63 MM THICK) 125 300 MM SLOTTED CORRUGATED STEEL PIPE M 175.0000 14,000.00 71.000 12,425.00 (1.63 MM THICK) 126 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 91,000.00 4,684.000 93,680.00 127 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 7,200.00 211.100 8,444.00 128 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 5,400.00 10.000 3,000.00 (1.63 MM THICK) 129 300 MM ENTRANCE TAPER EA 300.0000 900.00 0.000 0.00 130 300 MM CORRUGATED STEEL PIPE RISER M 300.0000 3,900.00 11.780 3,534.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 16,800.00 42.000 16,800.00 132 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 500.00 0.430 430.00 133 200 MM CLAY SEWER PIPE M 650.0000 46,800.00 72.000 46,800.00 (S) 134 200 MM CAST IRON SEWER PIPE M 175.0000 3,500.00 20.000 3,500.00 135 1200 MM PRECAST CONCRETE PIPE SEWER EA 2,500.0000 5,000.00 2.000 5,000.00 (S) MANHOLE 136 SEWER ENCASEMENT M3 200.0000 800.00 3.800 760.00 137 CONCRETE (SLOPE PROTECTION) M3 350.0000 98,000.00 238.180 83,363.00 138 SLOPE PAVING (MASONRY BLOCK) M2 95.0000 99,275.00 1,045.000 99,275.00 (F) 139 MINOR CONCRETE (GUTTER LINING) M3 300.0000 18,300.00 59.567 17,870.10 140 MINOR CONCRETE (MISCELLANEOUS M3 315.0000 138,600.00 441.100 138,946.50 CONSTRUCTION) 141 MINOR CONCRETE (STAMPED CONCRETE) M2 35.0000 12,950.00 502.100 17,573.50 142 MISCELLANEOUS IRON AND STEEL M3 2.0000 31,694.00 14,383.750 28,767.50 (SF) 143 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 4,304.00 538.000 4,304.00 (SF) 144 CHAIN LINK FENCE (TYPE CL-1.8) M 20.0000 7,200.00 258.000 5,160.00 (S) 145 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 1,000.00 0.000 0.00 (S) 146 DELINEATOR (CLASS 1) EA 50.0000 2,250.00 0.000 0.00 147 OBJECT MARKER (TYPE K-1) EA 90.0000 180.00 0.000 0.00 148 METAL BEAM GUARD RAILING (WOOD POST) M 45.0000 57,150.00 1,287.000 57,915.00 (S) 149 CHAIN LINK RAILING M 100.0000 28,800.00 280.596 28,059.60 (SF) 150 CHAIN LINK RAILING (TYPE 7) M 100.0000 16,800.00 168.000 16,800.00 (SF) 151 CONCRETE BARRIER (TYPE 25A) M 60.0000 12,540.00 209.000 12,540.00 (F) 152 CONCRETE BARRIER (TYPE 25 MODIFIED) M 60.0000 19,140.00 319.000 19,140.00 (F) 153 CONCRETE BARRIER (TYPE 26 MODIFIED) M 100.0000 16,800.00 168.000 16,800.00 (F) 154 CONCRETE BARRIER (TYPE 27A MODIFIED) M 60.0000 9,780.00 163.000 9,780.00 (F) 155 CONCRETE BARRIER (TYPE 27A) M 60.0000 2,460.00 41.000 2,460.00 (F) 156 CONCRETE BARRIER (TYPE 27B MODIFIED) M 150.0000 246,000.00 1,640.000 246,000.00 (F) 157 CONCRETE BARRIER (TYPE 27 MODIFIED) M 60.0000 3,300.00 55.000 3,300.00 (F) PROGRAM CAS145 PAGE 7 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 50D MODIFIED) M 75.0000 3,150.00 42.000 3,150.00 (F) 159 CONCRETE BARRIER (TYPE 50E) M 100.0000 24,000.00 183.000 18,300.00 (F) 160 CABLE RAILING M 20.0000 8,580.00 429.000 8,580.00 (SF) 161 CABLE ANCHOR ASSEMBLY EA 300.0000 900.00 3.000 900.00 (S) (BREAKAWAY, TYPE B) 162 TERMINAL SECTION (TYPE B) EA 75.0000 675.00 2.000 150.00 (S) 163 END SECTION EA 150.0000 750.00 5.000 750.00 (S) 164 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 7,500.00 5.000 7,500.00 (S) 165 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 12,800.00 59.820 2,392.80 60.850 2,434.00 (S) 166 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 19,400.00 0.000 0.00 (S) 167 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 3,650.00 0.000 0.00 (S) 168 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 5,250.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 169 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 120.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 170 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,000.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 171 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 6,565.00 34,768.830 22,599.74 37,553.030 24,409.47 (S) 172 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,745.00 228.000 342.00 228.000 342.00 (S) 173 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 9,480.00 1,302.000 3,906.00 1,685.000 5,055.00 (S) 174 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.010 200.00 1.000 20,000.00 (S) 175 SIGNAL AND LIGHTING (LOCATION 2) LS 20,000.0000 20,000.00 0.030 600.00 1.000 20,000.00 (S) 176 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 177 RELOCATE MODEL 500 CHANGEABLE MESSAGE LS 25,000.0000 25,000.00 0.040 1,000.00 0.740 18,500.00 (S) SIGN 178 INSTALL IRRIGATION CONTROLLER ENCLOSURE EA 1,500.0000 4,500.00 0.995 1,492.50 0.995 1,492.50 (S) CABINET 179 COMMUNICATION SYSTEM CONDUIT LS 40,000.0000 40,000.00 0.940 37,600.00 (S) 180 SPRINKLER CONTROL CONDUIT M 50.0000 2,150.00 1.000 50.00 (S) 181 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.750 15,000.00 0.750 15,000.00 (S) 182 RAMP METERING SYSTEM (LOCATION 1) LS 15,000.0000 15,000.00 0.780 11,700.00 (S) 183 RAMP METERING SYSTEM (LOCATION 2) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 184 RAMP METERING SYSTEM (LOCATION 3) LS 15,000.0000 15,000.00 0.856 12,840.00 (S) PROGRAM CAS145 PAGE 8 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 06:14 AM ESTIMATE NO. 35 BID OPENING 03/25/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 81,753.52 14,046,805.33 ADJUSTMENT OF COMPENSATION 0.00 93,636.65 EXTRA WORK 34,986.00 393,635.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 116,739.52 14,534,077.63 185 MOBILIZATION LS 1667,481.0000 1667,481.00 1.000 1,667,481.00 ORIGINAL CONTRACT AMOUNT 16,657,697.85 TOTAL WORK COMPLETED 116,739.52 16,201,558.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,711.22 TOTAL 116,739.52 16,189,847.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 185 MOBILIZATION 1,665,769.78 1,667,481.00 1,711.22 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 05/21/99 900 06/07/99 06/07/99 01/20/03 621 44 4 0 93% 95% PROGRESS IS SATISFACTORY INCORRECT % TIME ELAPSED YASSA, NABIL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/02