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 09/24/03 EST. NO.53 TIME 01:44 PM 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 --------------------------------------------------------------------------- 020 0037 909.53 E.W. @ F.A.(+) 012401 N 29.0 0 0038 736.99 011201 N 28.0 0 0039 582.24 011001 N 27.0 0 0040 312.94 012601 N 30.0 0 0041 683.26 021601 N 39.0 0 029 0090 128.85 E.W. @ F.A.(+) 110300 N 10.0 0 0091 119.17 030601 N 21.0 0 0092 126.29 110300 N 15.0 0 0093 366.95 062601 N 2505.0 0094 867.30 051601 N 54.0 0 042 0001 9,739.91 E.W. @ F.A.(+) 042602 N 2859.0 14,573.43 TOTAL THIS ESTIMATE 2,782,269.73 TOTAL PREVIOUS ESTIMATE 2,796,843.16 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 09/24/03 EST. NO.53 TIME 01:44 PM 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 PER SEC. 10-1.07 -194,871.40 41 COMP. SEC 10-1.07 194,871.40 42 CPM SEC 10-1.07 -84,539.02 42 RETURN DEDUCTION 84,539.02 43 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 RETURN UNSAT PAYROLL 10,000.00 47 0.00 0.00 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 -1,711.22 PROGRAM CAS145 PAGE 1 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.900 4,500.00 02 TEMPORARY FENCE (TYPE CL-1.8) M 12.0000 19,920.00 1,432.000 17,184.00 03 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 04 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 05 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 07 TYPE III BARRICADE EA 85.0000 3,230.00 94.000 7,990.00 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 27.0000 351.00 15.420 416.34 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 16,640.00 54,106.910 35,169.49 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 440.00 307.000 12,280.00 11 TEMPORARY PAVEMENT MARKER EA 3.0000 17,760.00 5,511.000 16,533.00 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 7.000 84,000.00 13 TEMPORARY RAILING (TYPE K) M 35.0000 388,500.00 12,110.585 423,870.48 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 62,500.00 428.000 107,000.00 15 TEMPORARY TRAFFIC SCREEN M 5.0000 55,500.00 8,886.950 44,434.75 16 ABANDON REINFORCED CONCRETE BOX EA 2,500.0000 2,500.00 1.000 2,500.00 17 ABANDON CULVERT EA 600.0000 3,600.00 4.000 2,400.00 18 ABANDON INLET EA 500.0000 1,500.00 3.000 1,500.00 19 ABANDON SEWER M 60.0000 4,080.00 68.000 4,080.00 20 REMOVE CHAIN LINK FENCE M 5.0000 6,700.00 1,910.000 9,550.00 21 REMOVE METAL BEAM GUARD RAILING M 16.0000 5,600.00 365.260 5,844.16 22 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 70,610.00 45,832.750 52,707.66 PROGRAM CAS145 PAGE 2 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 1,248.00 93.220 1,491.52 24 REMOVE PAVEMENT MARKER EA 1.0000 9,000.00 7,012.000 7,012.00 25 REMOVE ROADSIDE SIGN EA 100.0000 300.00 3.000 300.00 26 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 4.000 10,000.00 27 REMOVE PIPE M 50.0000 6,000.00 222.000 11,100.00 28 REMOVE INLET EA 600.0000 4,200.00 14.000 8,400.00 29 REMOVE HEADWALL EA 500.0000 10,000.00 33.000 16,500.00 30 REMOVE REINFORCED CONCRETE BOX M 700.0000 56,700.00 88.000 61,600.00 31 REMOVE SEWER MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 32 REMOVE CONCRETE PAVEMENT M2 5.0000 181,000.00 36,988.200 184,941.00 33 RELOCATE ROADSIDE SIGN EA 200.0000 6,600.00 21.000 4,200.00 34 REMOVE CONCRETE M3 54.0000 16,200.00 15.000 810.00 302.990 16,361.46 35 REMOVE CONCRETE CURB M 2.0000 400.00 338.000 676.00 36 REMOVE CONCRETE (CURB AND GUTTER) M 5.0000 10,300.00 2,060.000 10,300.00 37 REMOVE CONCRETE SIDEWALK M3 36.0000 6,120.00 174.580 6,284.88 38 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,500.00 42.200 1,055.00 39 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 3,800.00 95.000 3,800.00 40 CAP INLET EA 1,000.0000 4,000.00 6.000 6,000.00 41 BRIDGE REMOVAL LS 100,000.0000 100,000.00 1.000 100,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 44 CLEARING AND GRUBBING LS 32,000.0000 32,000.00 1.000 32,000.00 45 ROADWAY EXCAVATION M3 6.0000 253,800.00 42,300.000 253,800.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 17.0000 95,285.00 5,605.000 95,285.00 F) 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 17.0000 244,800.00 14,389.310 244,618.27 48 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 305,250.00 4,070.000 305,250.00 F) 49 STRUCTURE BACKFILL (SLURRY CEMENT) M3 200.0000 1,200.00 1.340 268.00 PROGRAM CAS145 PAGE 3 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 510,000.00 50,967.550 509,675.50 51 PERVIOUS BACKFILL MATERIAL (RETAINING M3 48.0000 66,240.00 1,376.237 66,059.38 WALL) 52 SAND BACKFILL M3 100.0000 7,500.00 79.900 7,990.00 53 DITCH EXCAVATION M3 12.0000 12,000.00 976.720 11,720.64 54 EARTH RETAINING STRUCTURE M2 315.0000 598,500.00 1,900.000 598,500.00 55 IMPORTED BORROW M3 8.0000 315,200.00 39,400.000 315,200.00 56 HIGHWAY PLANTING LS 80,000.0000 80,000.00 1.000 80,000.00 S) 57 ROCK BLANKET M2 50.0000 256,000.00 5,120.000 256,000.00 S) 58 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.070 1,400.00 0.950 19,000.00 S) 59 IRRIGATION SYSTEM LS 175,000.0000 175,000.00 1.000 175,000.00 S) 60 NPS 3 SUPPLY LINE (BRIDGE) M 185.0000 13,875.00 75.000 13,875.00 S) 61 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 49,000.00 125.990 44,096.50 S) (6.35 MM THICK) 62 CLASS 4 AGGREGATE SUBBASE M3 12.0000 225,600.00 18,827.080 225,924.96 63 CLASS 2 AGGREGATE BASE M3 20.0000 276,000.00 13,958.440 279,168.80 64 CLASS 3 AGGREGATE BASE M3 20.0000 8,200.00 405.000 8,100.00 65 LEAN CONCRETE BASE M3 130.0000 29,900.00 230.000 29,900.00 66 ASPHALT TREATED PERMEABLE BASE M3 68.0000 393,040.00 5,247.850 356,853.80 67 ASPHALT CONCRETE TONN 35.0000 1,533,000.00 34,630.730 1,212,075.55 68 PLACE ASPHALT CONCRETE DIKE M 8.0000 16,400.00 2,050.000 16,400.00 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.0000 31,330.00 2,848.340 37,028.42 AREA) 70 CONCRETE PAVEMENT (RAMP TERMINI) M3 170.0000 69,700.00 405.000 68,850.00 71 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 116,000.00 464.000 116,000.00 S) PILING 72 FURNISH PILING (CLASS 625C) M 86.0000 12,728.00 112.420 9,668.12 73 DRIVE PILE (CLASS 625C) EA 1,800.0000 28,800.00 16.000 28,800.00 S) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,000.0000 20,000.00 1.000 20,000.00 S) 75 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 220,675.00 679.000 220,675.00 F) 76 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 1,196,800.00 2,992.000 1,196,800.00 F) PROGRAM CAS145 PAGE 4 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,304,800.00 5,732.115 2,292,846.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 150,475.00 463.000 150,475.00 F) (TYPE N) 79 CLASS 2 CONCRETE (BOX CULVERT) M3 900.0000 320,400.00 356.340 320,706.00 F) 80 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 235,400.00 213.850 235,235.00 F) 81 MINOR CONCRETE (BACKFILL) M3 150.0000 1,200.00 4.410 661.50 82 PAVING NOTCH EXTENSION M3 8,000.0000 4,800.00 0.630 5,040.00 83 FRACTURED RIB TEXTURE M2 15.0000 108,705.00 7,211.796 108,176.94 F) 84 DRILL AND BOND DOWEL M 50.0000 8,250.00 188.000 9,400.00 85 FURNISH PRECAST CONCRETE GIRDER EA 3,500.0000 56,000.00 16.000 56,000.00 (5 M - 10 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 112,000.00 16.000 112,000.00 GIRDER (15 M - 20 M) 87 ERECT PRECAST CONCRETE GIRDER EA 2,000.0000 32,000.00 16.000 32,000.00 S) 88 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 32,000.00 16.000 32,000.00 S) GIRDER 89 REFINISH BRIDGE DECK M2 300.0000 19,800.00 16.500 4,950.00 90 SOUND WALL (MASONRY BLOCK) M2 115.0000 265,075.00 2,246.150 258,307.25 SF) 91 JOINT SEAL (MR 15 MM) M 105.0000 11,865.00 113.000 11,865.00 S) 92 JOINT SEAL (TYPE B - MR 30 MM) M 115.0000 2,415.00 21.000 2,415.00 S) 93 JOINT SEAL (TYPE B - MR 40 MM) M 125.0000 5,125.00 41.000 5,125.00 S) 94 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 455,290.35 479,253.000 455,290.35 SF) 95 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 471,122.00 468,490.300 468,490.30 SF) 96 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9000 38,583.00 42,512.500 38,261.25 F) 97 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 1,484.00 371.000 1,484.00 F) WITH WALKWAY) 98 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 927.50 371.000 927.50 SF)WITH WALKWAY) 99 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 17,200.00 0.000 0.00 F) 00 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 2,150.00 0.000 0.00 SF) 01 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 28,480.00 3,560.000 28,480.00 F) 02 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.5000 8,900.00 3,560.000 8,900.00 SF) 03 FURNISH SIGN STRUCTURE (TRUSS) KG 2.5000 34,550.00 13,820.000 34,550.00 F) PROGRAM CAS145 PAGE 5 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (TRUSS) KG 3.5000 48,370.00 13,820.000 48,370.00 SF) 05 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 360.00 72.000 360.00 F) WITHOUT WALKWAY) 06 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 180.00 72.000 180.00 SF)WITHOUT WALKWAY) 07 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 20,800.00 17.600 22,880.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 1070 MM CAST-IN-DRILLED-HOLE M 1,000.0000 7,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 METAL (BARRIER MOUNTED SIGN) KG 25.0000 2,100.00 84.000 2,100.00 10 METAL (WALL MOUNTED SIGN) KG 12.0000 3,480.00 290.000 3,480.00 11 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 34.000 6,800.00 12 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 11.000 3,300.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,625.00 12.000 1,500.00 METHOD) 14 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 46,550.00 474.500 45,077.50 15 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 78,750.00 603.000 75,375.00 16 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 94,000.00 465.800 93,160.00 17 300 MM REINFORCED CONCRETE PIPE M 115.0000 3,335.00 29.000 3,335.00 18 450 MM REINFORCED CONCRETE PIPE M 120.0000 19,200.00 140.600 16,872.00 19 600 MM REINFORCED CONCRETE PIPE M 150.0000 9,450.00 48.500 7,275.00 20 750 MM REINFORCED CONCRETE PIPE M 250.0000 16,000.00 65.000 16,250.00 21 900 MM REINFORCED CONCRETE PIPE M 250.0000 10,750.00 41.500 10,375.00 22 1050 MM REINFORCED CONCRETE PIPE M 325.0000 26,000.00 80.000 26,000.00 23 300 MM CORRUGATED STEEL PIPE M 275.0000 550.00 2.800 770.00 (1.63 MM THICK) 24 450 MM CORRUGATED STEEL PIPE M 115.0000 2,760.00 24.000 2,760.00 (1.63 MM THICK) 25 300 MM SLOTTED CORRUGATED STEEL PIPE M 175.0000 14,000.00 71.000 12,425.00 (1.63 MM THICK) 26 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 91,000.00 4,684.000 93,680.00 27 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 7,200.00 211.100 8,444.00 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 5,400.00 10.000 3,000.00 (1.63 MM THICK) 29 300 MM ENTRANCE TAPER EA 300.0000 900.00 1.000 300.00 30 300 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 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 16,800.00 42.000 16,800.00 32 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 500.00 0.430 430.00 33 200 MM CLAY SEWER PIPE M 650.0000 46,800.00 72.000 46,800.00 S) 34 200 MM CAST IRON SEWER PIPE M 175.0000 3,500.00 20.000 3,500.00 35 1200 MM PRECAST CONCRETE PIPE SEWER EA 2,500.0000 5,000.00 2.000 5,000.00 S) MANHOLE 36 SEWER ENCASEMENT M3 200.0000 800.00 3.800 760.00 37 CONCRETE (SLOPE PROTECTION) M3 350.0000 98,000.00 238.180 83,363.00 38 SLOPE PAVING (MASONRY BLOCK) M2 95.0000 99,275.00 1,045.000 99,275.00 F) 39 MINOR CONCRETE (GUTTER LINING) M3 300.0000 18,300.00 59.567 17,870.10 40 MINOR CONCRETE (MISCELLANEOUS M3 315.0000 138,600.00 441.100 138,946.50 CONSTRUCTION) 41 MINOR CONCRETE (STAMPED CONCRETE) M2 35.0000 12,950.00 502.100 17,573.50 42 MISCELLANEOUS IRON AND STEEL M3 2.0000 31,694.00 15,847.000 31,694.00 SF) 43 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 4,304.00 538.000 4,304.00 SF) 44 CHAIN LINK FENCE (TYPE CL-1.8) M 20.0000 7,200.00 562.000 11,240.00 S) 45 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 1,000.00 4.000 2,000.00 S) 46 DELINEATOR (CLASS 1) EA 50.0000 2,250.00 38.000 1,900.00 47 OBJECT MARKER (TYPE K-1) EA 90.0000 180.00 2.000 180.00 48 METAL BEAM GUARD RAILING (WOOD POST) M 45.0000 57,150.00 1,287.000 57,915.00 S) 49 CHAIN LINK RAILING M 100.0000 28,800.00 295.690 29,569.00 SF) 50 CHAIN LINK RAILING (TYPE 7) M 100.0000 16,800.00 168.000 16,800.00 SF) 51 CONCRETE BARRIER (TYPE 25A) M 60.0000 12,540.00 209.000 12,540.00 F) 52 CONCRETE BARRIER (TYPE 25 MODIFIED) M 60.0000 19,140.00 319.000 19,140.00 F) 53 CONCRETE BARRIER (TYPE 26 MODIFIED) M 100.0000 16,800.00 168.000 16,800.00 F) 54 CONCRETE BARRIER (TYPE 27A MODIFIED) M 60.0000 9,780.00 163.000 9,780.00 F) 55 CONCRETE BARRIER (TYPE 27A) M 60.0000 2,460.00 41.000 2,460.00 F) 56 CONCRETE BARRIER (TYPE 27B MODIFIED) M 150.0000 246,000.00 1,640.000 246,000.00 F) 57 CONCRETE BARRIER (TYPE 27 MODIFIED) M 60.0000 3,300.00 55.000 3,300.00 F) PROGRAM CAS145 PAGE 7 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 50D MODIFIED) M 75.0000 3,150.00 42.000 3,150.00 F) 59 CONCRETE BARRIER (TYPE 50E) M 100.0000 24,000.00 208.000 20,800.00 F) 60 CABLE RAILING M 20.0000 8,580.00 429.000 8,580.00 SF) 61 CABLE ANCHOR ASSEMBLY EA 300.0000 900.00 3.000 900.00 S) (BREAKAWAY, TYPE B) 62 TERMINAL SECTION (TYPE B) EA 75.0000 675.00 2.000 150.00 S) 63 END SECTION EA 150.0000 750.00 5.000 750.00 S) 64 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 7,500.00 5.000 7,500.00 S) 65 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 12,800.00 295.940 11,837.60 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 19,400.00 23,714.960 23,714.96 S) 67 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 3,650.00 1,483.140 3,707.85 S) 68 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 5,250.00 2,225.840 5,564.60 S) (BROKEN 3.66 M - 0.92 M) 69 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 120.00 126.180 126.18 S) (BROKEN 5.18 M - 2.14 M) 70 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,000.00 1,018.060 2,545.15 S) (BROKEN 10.98 M - 3.66 M) 71 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 6,565.00 10,186.920 6,621.50 S) 72 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,745.00 5,044.000 7,566.00 S) 73 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 9,480.00 4,320.000 12,960.00 S) 74 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 75 SIGNAL AND LIGHTING (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 76 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) 77 RELOCATE MODEL 500 CHANGEABLE MESSAGE LS 25,000.0000 25,000.00 1.000 25,000.00 S) SIGN 78 INSTALL IRRIGATION CONTROLLER ENCLOSURE EA 1,500.0000 4,500.00 3.000 4,500.00 S) CABINET 79 COMMUNICATION SYSTEM CONDUIT LS 40,000.0000 40,000.00 1.000 40,000.00 S) 80 SPRINKLER CONTROL CONDUIT M 50.0000 2,150.00 43.000 2,150.00 S) 81 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 82 RAMP METERING SYSTEM (LOCATION 1) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 83 RAMP METERING SYSTEM (LOCATION 2) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 84 RAMP METERING SYSTEM (LOCATION 3) LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 8 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013334 TIME 01:44 PM ESTIMATE NO. 53 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 09/20/03 R.E. NAME: YASSA, NABIL DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,210.00 14,722,817.21 ADJUSTMENT OF COMPENSATION 0.00 912,465.59 EXTRA WORK 14,573.43 1,884,377.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,783.43 17,519,660.37 85 MOBILIZATION LS 1667,481.0000 1,667,481.00 1.000 1,667,481.00 ORIGINAL CONTRACT AMOUNT 16,657,697.85 TOTAL WORK COMPLETED 16,783.43 19,187,141.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,711.22 TOTAL 16,783.43 19,185,430.15 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 10/20/03 1009 58 14 4 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY YASSA, NABIL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/03