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 02/25/02 EST. NO.01 TIME 07:36 AM R.E. NAME: TAWFIK, GAMAL 07-1069U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/25/02 EST. NO.01 TIME 07:36 AM R.E. NAME: TAWFIK, GAMAL 07-1069U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 LOCATION PROGRESS ESTIMATE 07-LA-10-28.0/31.2 ----------------- E L YEAGER CONSTRUCTION IN LOS ANGELES COUNTY IN EL MONTE COMPANY INC AND BALDWIN PARK FROM BALDWIN P O BOX 87 AVENUE UNDERCROSSING TO ROUTE RIVERSIDE CA 925020087 605/10 SEPARATION FED. AID NO. ACNH-010 -1(762)27N,I-010 -1(762)27N WIDEN EXISTING FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,200.0000 6,200.00 0.250 1,550.00 0.250 1,550.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1300,000.00 0.000 0.00 003 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 3,220.00 0.000 0.00 (S) 004 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 0.000 0.00 005 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 0.750 5,625.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.000 0.00 007 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 0.900 144,000.00 0.900 144,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 (S) 009 TYPE III BARRICADE EA 50.0000 3,100.00 0.000 0.00 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 28,500.00 0.000 0.00 (S) 011 FLASHING BEACON (PORTABLE) EA 100.0000 10,000.00 0.000 0.00 012 TEMPORARY RAILING (TYPE K) LF 7.0000 461,300.00 0.000 0.00 (S) 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 129,000.00 0.000 0.00 (S) 014 TEMPORARY CRASH CUSHION EA 9,400.0000 253,800.00 0.000 0.00 (S) (TYPE REACT 9SCBS) 015 ABANDON CULVERT EA 275.0000 4,950.00 0.000 0.00 016 ABANDON DRAINAGE FACILITY EA 275.0000 825.00 0.000 0.00 017 ABANDON INLET EA 300.0000 300.00 0.000 0.00 018 REMOVE CHAIN LINK FENCE LF 2.0000 3,940.00 0.000 0.00 019 REMOVE METAL BEAM GUARD RAILING LF 10.0000 62,200.00 0.000 0.00 020 REMOVE FLARED END SECTION EA 150.0000 300.00 0.000 0.00 021 REMOVE TRAFFIC STRIPE LF 0.4000 42,400.00 0.000 0.00 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.9000 28,530.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 0.8000 12,640.00 0.000 0.00 024 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 0.000 0.00 025 REMOVE SIGN STRUCTURE EA 3,400.0000 71,400.00 0.000 0.00 026 REMOVE SIGN PANEL EA 700.0000 700.00 0.000 0.00 027 REMOVE BRIDGE MOUNTED SIGN EA 2,200.0000 8,800.00 0.000 0.00 028 REMOVE OVERSIDE DRAIN EA 300.0000 600.00 0.000 0.00 029 REMOVE AND REPLACE CONCRETE (CHANNEL) LS 10,000.0000 10,000.00 0.000 0.00 030 REMOVE CULVERT LF 22.0000 44,660.00 0.000 0.00 031 REMOVE INLET EA 450.0000 32,400.00 0.000 0.00 032 REMOVE HEADWALL CY 350.0000 6,650.00 0.000 0.00 033 REMOVE RETAINING WALL SQYD 40.0000 137,600.00 0.000 0.00 034 REMOVE CONCRETE PAVEMENT SQYD 5.5000 39,930.00 0.000 0.00 035 REMOVE ASPHALT CONCRETE SURFACING SQYD 11.0000 1,848.00 0.000 0.00 036 RECONSTRUCT CHAIN LINK FENCE LF 15.0000 11,400.00 0.000 0.00 037 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 1,000.00 0.000 0.00 038 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 1,500.00 0.000 0.00 039 RESET PROPERTY FENCE LF 55.0000 10,450.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN EA 230.0000 20,930.00 0.000 0.00 041 RELOCATE SIGN PANEL (BRIDGE-MOUNTED) EA 1,400.0000 4,200.00 0.000 0.00 042 ADJUST INLET EA 1,100.0000 6,600.00 0.000 0.00 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 26,960.00 0.000 0.00 (S) (.15' MAXIMUM) 044 REMOVE CONCRETE CURB LF 3.5000 88,900.00 0.000 0.00 045 REMOVE CONCRETE SIDEWALK SQYD 12.0000 9,720.00 0.000 0.00 046 REMOVE CONCRETE BARRIER LF 5.0000 29,150.00 0.000 0.00 047 REMOVE CONCRETE (DRAINAGE STRUCTURE) CY 350.0000 6,650.00 0.000 0.00 048 REMOVE CONCRETE BARRIER (TYPE K) LF 2.0000 1,000.00 0.000 0.00 049 REMOVE SOUND WALL SQYD 10.0000 22,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ACCESS OPENING, SOFFIT EA 800.0000 28,800.00 0.000 0.00 051 CAP INLET EA 700.0000 30,100.00 0.000 0.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,190.0000 17,190.00 0.000 0.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,300.0000 15,300.00 0.000 0.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 11,700.0000 11,700.00 0.000 0.00 055 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,400.0000 14,400.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION E LS 3,150.0000 3,150.00 0.000 0.00 057 BRIDGE REMOVAL (PORTION), LOCATION F LS 13,500.0000 13,500.00 0.000 0.00 058 BRIDGE REMOVAL (PORTION), LOCATION G LS 27,900.0000 27,900.00 0.000 0.00 059 BRIDGE REMOVAL (PORTION), LOCATION H LS 31,500.0000 31,500.00 0.000 0.00 060 BRIDGE REMOVAL (PORTION), LOCATION I LS 139,500.0000 139,500.00 0.000 0.00 061 BRIDGE REMOVAL (PORTION), LOCATION J LS 31,500.0000 31,500.00 0.000 0.00 062 BRIDGE REMOVAL (PORTION), LOCATION K LS 16,200.0000 16,200.00 0.000 0.00 063 BRIDGE REMOVAL (PORTION), LOCATION L LS 15,750.0000 15,750.00 0.000 0.00 064 BRIDGE REMOVAL (PORTION), LOCATION M LS 25,200.0000 25,200.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION N LS 90,000.0000 90,000.00 0.000 0.00 066 RECONSTRUCT PEDESTRIAN BARRIER EA 500.0000 500.00 0.000 0.00 067 CLEARING AND GRUBBING LS 57,800.0000 57,800.00 0.000 0.00 068 ROADWAY EXCAVATION CY 12.0000 363,600.00 0.000 0.00 069 ROADWAY EXCAVATION (TYPE Y) CY 12.0000 367,200.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 070 ROADWAY EXCAVATION (TYPE Z-2) CY 60.0000 282,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 071 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.000 0.00 072 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 346,860.00 0.000 0.00 (F) 073 STRUCTURE EXCAVATION (TYPE D) CY 15.0000 71,100.00 0.000 0.00 (F) 074 STRUCTURE EXCAVATION (RETAINING WALL) CY 11.0000 658,207.00 0.000 0.00 (F) 075 STRUCTURE EXCAVATION (TYPE Y) CY 4.0000 13,120.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 076 STRUCTURE EXCAVATION (TYPE Z-2) CY 60.0000 9,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) CY 11.0000 154,671.00 0.000 0.00 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 899,580.00 0.000 0.00 (F) 079 SAND BACKFILL CY 200.0000 1,200.00 0.000 0.00 080 PREPARE SUBGRADE AND SUBBALLAST SQYD 10.0000 25,500.00 0.000 0.00 (RAILROAD SHOOFLY) 081 HIGHWAY PLANTING LS 105,000.0000 105,000.00 0.000 0.00 (S) 082 WILD FLOWER SEEDING SQYD 2.0000 1,020.00 0.000 0.00 (S) 083 MAINTAIN EXISTING PLANTS LS 35,000.0000 35,000.00 0.000 0.00 (S) 084 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 (S) 085 IRRIGATION SYSTEM LS 240,000.0000 240,000.00 0.000 0.00 (S) 086 3" GALVANIZED STEEL PIPE LF 60.0000 24,600.00 0.000 0.00 (SF)(SUPPLY LINE ON BRIDGE) 087 8" WELDED STEEL PIPE CONDUIT LF 110.0000 137,500.00 0.000 0.00 (S) (.250" THICK) 088 AGGREGATE BASE (APPROACH SLAB) CY 95.0000 7,030.00 0.000 0.00 089 CLASS 3 AGGREGATE BASE CY 17.5000 637,000.00 0.000 0.00 090 LEAN CONCRETE BASE CY 70.0000 1610,000.00 0.000 0.00 091 ASPHALT CONCRETE (BRIDGE) TON 42.0000 15,792.00 0.000 0.00 092 ASPHALT CONCRETE TON 42.0000 760,200.00 0.000 0.00 093 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 17.0000 7,650.00 0.000 0.00 AREA) 094 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.5000 4,525.00 0.000 0.00 095 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.7500 2,400.00 0.000 0.00 096 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.5000 13,100.00 0.000 0.00 097 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.7500 825.00 0.000 0.00 098 CONCRETE PAVEMENT CY 97.0000 2386,200.00 0.000 0.00 099 SEAL PAVEMENT JOINT LF 2.0000 121,200.00 0.000 0.00 100 FURNISH STEEL PILING (HP 10 X 42) LF 9.0000 22,239.00 0.000 0.00 101 DRIVE STEEL PILE (HP 10 X 42) EA 600.0000 50,400.00 0.000 0.00 (S) 102 FURNISH STEEL PILING (HP 10 X 57) LF 12.0000 45,492.00 0.000 0.00 103 DRIVE STEEL PILE (HP 10 X 57) EA 600.0000 52,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 14 X 89) LF 19.0000 206,986.00 0.000 0.00 105 DRIVE STEEL PILE (HP 14 X 89) EA 600.0000 187,800.00 0.000 0.00 (S) 106 FURNISH STEEL PILING (HP 14 X 117) LF 25.0000 761,850.00 0.000 0.00 107 DRIVE STEEL PILE (HP 14 X 117) EA 500.0000 338,000.00 0.000 0.00 (S) 108 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 150,000.00 0.000 0.00 (S) 109 FURNISH PILING (CLASS 70) LF 20.0000 19,880.00 0.000 0.00 110 DRIVE PILE (CLASS 70) EA 400.0000 12,000.00 0.000 0.00 (S) 111 FURNISH PILING (CLASS 45C) LF 20.0000 63,600.00 0.000 0.00 112 DRIVE PILE (CLASS 45C) EA 450.0000 53,550.00 0.000 0.00 (S) 113 FURNISH PILING (CLASS 45) LF 20.0000 536,720.00 0.000 0.00 114 DRIVE PILE (CLASS 45) EA 400.0000 395,600.00 0.000 0.00 (S) 115 16" CAST-IN-DRILLED-HOLE CONCRETE LF 30.0000 138,900.00 0.000 0.00 (S) PILING (SOUND WALL) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 110,000.0000 110,000.00 0.000 0.00 (S) 117 JACKING SUPERSTRUCTURE LS 7,500.0000 7,500.00 0.000 0.00 (S) 118 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 688,400.00 0.000 0.00 (F) 119 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 4314,400.00 0.000 0.00 (F) 120 STRUCTURAL CONCRETE, RETAINING WALL CY 190.0000 3764,850.00 0.000 0.00 (F) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 380.0000 580,260.00 0.000 0.00 (F) (TYPE N) 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 337,950.00 0.000 0.00 (TYPE R) 123 STRUCTURAL CONCRETE, TRANSITION SLAB CY 400.0000 74,800.00 0.000 0.00 124 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 233,100.00 0.000 0.00 (F) 125 MINOR CONCRETE (BACKFILL) CY 175.0000 5,600.00 0.000 0.00 126 PAVING NOTCH EXTENSION CY 1,200.0000 19,200.00 0.000 0.00 127 DIAPHRAGM BOLSTER EA 2,600.0000 46,800.00 0.000 0.00 128 DRILL AND PRESSURE GROUT DOWEL LF 30.0000 2,040.00 0.000 0.00 129 DRILL AND BOND DOWEL LF 16.0000 78,928.00 0.000 0.00 130 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 42.0000 29,904.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 157,500.00 0.000 0.00 (S) GIRDER (60'-70') 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,500.0000 153,000.00 0.000 0.00 (S) GIRDER (70'-80') 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 54,000.00 0.000 0.00 (S) GIRDER (80'-90') 134 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 63,000.00 0.000 0.00 (S) GIRDER 135 CONCRETE CLOSURE WALL SQFT 30.0000 32,100.00 0.000 0.00 (F) 136 REFINISH BRIDGE DECK SQFT 16.0000 86,688.00 0.000 0.00 137 CORE CONCRETE (2") LF 22.0000 99,308.00 0.000 0.00 (S) 138 CORE CONCRETE (6") LF 75.0000 7,950.00 0.000 0.00 (S) 139 CORE CONCRETE (9") LF 115.0000 10,350.00 0.000 0.00 (S) 140 CORE CONCRETE (18") LF 375.0000 2,625.00 0.000 0.00 (S) 141 CORE CONCRETE (1 1/2") LF 28.0000 4,284.00 0.000 0.00 (S) 142 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 10.0000 1021,300.00 0.000 0.00 (SF) 143 EXPANSION DAM CF 160.0000 8,480.00 0.000 0.00 144 JOINT SEAL (TYPE B-MR 1") LF 31.0000 12,586.00 0.000 0.00 (S) 145 JOINT SEAL (TYPE B-MR 1 1/2") LF 38.0000 22,800.00 0.000 0.00 (S) 146 JOINT SEAL (TYPE A) LF 18.0000 32,346.00 0.000 0.00 (S) 147 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 1508,804.60 0.000 0.00 (SF) 148 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4800 1038,157.92 0.000 0.00 (SF) 149 ASPHALT MEMBRANE WATERPROOFING SQFT 4.0000 9,592.00 0.000 0.00 (SF) 150 COLUMN CASING LB 3.5000 166,950.00 0.000 0.00 (SF) 151 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.3000 507,000.00 0.000 0.00 (F) 152 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2500 97,500.00 0.000 0.00 (S) 153 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 430,520.00 0.000 0.00 (SF) 154 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 107,630.00 0.000 0.00 (SF) 155 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 0.000 0.00 (F) WITHOUT WALKWAY) 156 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 0.000 0.00 (SF)WITHOUT WALKWAY) 157 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 18,500.00 0.000 0.00 (SF)(SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 25,300.00 0.000 0.00 (SF)(SIGN FOUNDATION) 159 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 0.000 0.00 (SF)(SIGN FOUNDATION) 160 METAL (BARRIER MOUNTED SIGN) LB 8.0000 23,920.00 0.000 0.00 161 METAL (WALL MOUNTED FLUSH SIGN) LB 8.0000 2,240.00 0.000 0.00 162 METAL LB 10.0000 3,700.00 0.000 0.00 (CONCRETE BARRIER MOUNTED FLUSH SIGN) 163 METAL (WALL MOUNTED SIGN) LB 9.0000 8,730.00 0.000 0.00 164 ROADSIDE SIGN - ONE POST EA 260.0000 4,680.00 0.000 0.00 165 ROADSIDE SIGN - TWO POST EA 675.0000 675.00 0.000 0.00 166 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 3,080.00 0.000 0.00 METHOD) 167 INSTALL SIGN OVERLAY SQFT 17.0000 3,230.00 0.000 0.00 168 CLEAN AND PAINT STRUCTURAL STEEL LS 120,000.0000 120,000.00 0.000 0.00 (S) 169 WORK AREA MONITORING LOCATION G LS 5,000.0000 5,000.00 0.000 0.00 (SF) 170 WORK AREA MONITORING LOCATION H LS 5,000.0000 5,000.00 0.000 0.00 (S) 171 WORK AREA MONITORING LOCATION I LS 5,000.0000 5,000.00 0.000 0.00 (S) 172 12" REINFORCED CONCRETE PIPE LF 30.0000 420.00 0.000 0.00 173 15" REINFORCED CONCRETE PIPE LF 50.0000 7,500.00 0.000 0.00 174 18" REINFORCED CONCRETE PIPE LF 60.0000 106,800.00 0.000 0.00 175 24" REINFORCED CONCRETE PIPE LF 75.0000 111,000.00 0.000 0.00 176 36" REINFORCED CONCRETE PIPE LF 125.0000 9,500.00 0.000 0.00 177 18" CORRUGATED STEEL PIPE (.064" THICK) LF 48.0000 21,600.00 0.000 0.00 178 24" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 4,800.00 0.000 0.00 179 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 13,020.00 0.000 0.00 (.079" THICK) 180 15" SLOTTED CORRUGATED STEEL PIPE LF 65.0000 5,200.00 0.000 0.00 (0.079" THICK) 181 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 106,200.00 0.000 0.00 182 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 47.0000 31,020.00 0.000 0.00 183 DRAINAGE SYSTEM (BRIDGE) LS 2,500.0000 2,500.00 0.000 0.00 184 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 780.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 12" ENTRANCE TAPER EA 500.0000 500.00 0.000 0.00 186 12" ANCHOR ASSEMBLY EA 175.0000 175.00 0.000 0.00 187 12" CORRUGATED STEEL PIPE RISER LF 70.0000 2,940.00 0.000 0.00 (.064" THICK) 188 18" CORRUGATED STEEL PIPE RISER LF 56.0000 1,792.00 0.000 0.00 (.064" THICK) 189 12" STEEL FLARED END SECTION EA 250.0000 250.00 0.000 0.00 190 18" STEEL FLARED END SECTION EA 280.0000 1,120.00 0.000 0.00 191 36" AUTOMATIC DRAINAGE GATE EA 3,000.0000 3,000.00 0.000 0.00 192 36" PRECAST CONCRETE PIPE MANHOLE LF 110.0000 3,300.00 0.000 0.00 193 ROCK SLOPE PROTECTION CY 55.0000 9,900.00 0.000 0.00 (1/2 TON, METHOD B) 194 ROCK SLOPE PROTECTION CY 44.0000 2,332.00 0.000 0.00 (1/4 TON, METHOD B) 195 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 110.0000 1,210.00 0.000 0.00 196 ROCK SLOPE PROTECTION CY 140.0000 1,260.00 0.000 0.00 (FACING, METHOD B) 197 ROCK SLOPE PROTECTION CY 55.0000 715.00 0.000 0.00 (BACKING NO. 3, METHOD B) 198 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 350.00 0.000 0.00 199 MINOR CONCRETE (MISCELLANEOUS CY 220.0000 59,400.00 0.000 0.00 CONSTRUCTION) 200 MISCELLANEOUS IRON AND STEEL LB 0.5000 25,611.50 0.000 0.00 (SF) 201 MISCELLANEOUS METAL LB 4.2000 46,200.00 0.000 0.00 (SF)(RESTRAINER - PIPE TYPE) 202 MISCELLANEOUS METAL LB 5.2000 128,908.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 203 MODIFY CABLE RESTRAINER (TYPE A) LS 28,000.0000 28,000.00 0.000 0.00 (SF) 204 MODIFY CABLE RESTRAINER (TYPE B) LS 46,000.0000 46,000.00 0.000 0.00 (SF) 205 MODIFY CABLE RESTRAINER (TYPE C) LS 7,000.0000 7,000.00 0.000 0.00 (SF) 206 CONFINEMENT ASSEMBLY EA 1,350.0000 68,850.00 0.000 0.00 (SF) 207 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 8,085.00 0.000 0.00 (SF) 208 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 7,200.00 0.000 0.00 (S) 209 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 14,250.00 0.000 0.00 (S) 210 DELINEATOR (CLASS 1) EA 45.0000 8,100.00 0.000 0.00 211 OBJECT MARKER EA 100.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,700.00 0.000 0.00 213 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 33,000.00 0.000 0.00 (S) 214 CHAIN LINK RAILING (TYPE 7) LF 46.0000 10,994.00 0.000 0.00 (SF) 215 CONCRETE BARRIER (TYPE K) LF 20.0000 7,200.00 0.000 0.00 216 CONCRETE BARRIER (TYPE 27) LF 47.0000 858,267.00 0.000 0.00 (F) 217 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 75.0000 12,750.00 0.000 0.00 218 CONCRETE BARRIER (TYPE 27SV MODIFIED) LF 75.0000 115,500.00 0.000 0.00 219 CONCRETE BARRIER (TYPE 50) LF 63.0000 11,340.00 0.000 0.00 220 CONCRETE BARRIER (TYPE 50C) LF 84.0000 28,560.00 0.000 0.00 221 CONCRETE BARRIER (TYPE 50C MODIFIED) LF 90.0000 8,280.00 0.000 0.00 222 CONCRETE BARRIER (TYPE 50D) LF 40.0000 67,200.00 0.000 0.00 223 CONCRETE BARRIER (TYPE 50E) LF 132.0000 50,160.00 0.000 0.00 224 CONCRETE BARRIER (TYPE 50E MODIFIED) LF 180.0000 10,080.00 0.000 0.00 225 CABLE RAILING LF 10.0000 1,000.00 0.000 0.00 226 TERMINAL SECTION (TYPE C) EA 140.0000 1,120.00 0.000 0.00 (S) 227 TERMINAL SYSTEM (TYPE SRT) EA 2,250.0000 31,500.00 0.000 0.00 (S) 228 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,000.00 0.000 0.00 (S) 229 CRASH CUSHION (TYPE REACT 9SCBS) EA 34,000.0000 272,000.00 0.000 0.00 (S) 230 CONCRETE BARRIER (TYPE 60) LF 40.0000 21,200.00 0.000 0.00 231 CONCRETE BARRIER (TYPE 60A) LF 50.0000 22,000.00 0.000 0.00 232 CONCRETE BARRIER (TYPE 60C) LF 50.0000 11,000.00 0.000 0.00 233 CONCRETE BARRIER (TYPE 60W) LF 85.0000 238,000.00 0.000 0.00 234 CONCRETE BARRIER (TYPE 732) LF 68.0000 16,660.00 0.000 0.00 (F) 235 CONCRETE BARRIER (TYPE 736) LF 52.0000 12,012.00 0.000 0.00 (F) 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 38,100.00 0.000 0.00 (S) 237 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,605.00 0.000 0.00 (S) 238 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,700.00 0.000 0.00 (S) (BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 32,825.00 0.000 0.00 (S) 240 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 3,150.00 0.000 0.00 (S) (BROKEN 17-7) 241 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 4,215.00 0.000 0.00 (S) (BROKEN 36-12) 242 PAINT TRAFFIC STRIPE LF 0.3000 43,500.00 0.000 0.00 (S) 243 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 17,910.00 0.000 0.00 (S) 244 PAVEMENT MARKER EA 1.2500 28,250.00 0.000 0.00 (S) (NON-REFLECTIVE) 245 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 41,540.00 0.000 0.00 (S) 246 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.000 0.00 (S) 247 RELOCATE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 (S) SYSTEM 248 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 50,000.00 0.000 0.00 (S) 249 4" CONDUIT (TRENCHED IN SOIL) LF 17.0000 3,060.00 0.000 0.00 (S) 250 TWO 4" CONDUIT (TRENCHED IN SOIL) LF 24.0000 4,320.00 0.000 0.00 (S) 251 3" CONDUIT (TRENCHED IN SOIL) LF 15.0000 2,250.00 0.000 0.00 (S) 252 3" CONDUIT (TRENCHED IN PAVEMENT) LF 17.0000 680.00 0.000 0.00 (S) 253 TWO 4" CONDUIT (TRENCHED IN PAVEMENT) LF 26.0000 278,200.00 0.000 0.00 (S) 254 TWO 4" RIGID STEEL CONDUIT (JACKED) LF 48.0000 50,400.00 0.000 0.00 (S) 255 3" RIGID STEEL CONDUIT (JACKED) LF 28.0000 16,240.00 0.000 0.00 (S) 256 2" RIGID STEEL CONDUIT (JACKED) LF 25.0000 1,750.00 0.000 0.00 (S) 257 2" CONDUIT (TRENCHED IN SOIL) LF 13.0000 11,700.00 0.000 0.00 (S) 258 2" CONDUIT (TRENCHED IN PAVEMENT) LF 17.0000 10,540.00 0.000 0.00 (S) 259 1 1/4" INNERDUCT LF 1.1000 31,790.00 0.000 0.00 (S) 260 COMMUNICATION CONDUIT LS 7,500.0000 7,500.00 0.000 0.00 (S) 261 TWO 4" CONDUIT (ATTACHED TO BRIDGE) LF 79.0000 375,250.00 0.000 0.00 (S) 262 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 10.0000 2,400.00 0.000 0.00 (SF) 263 ELECTRIC SERVICE (IRRIGATION) LS 42,000.0000 42,000.00 0.000 0.00 (S) 264 MODIFY CENSUS STATION SYSTEM LS 38,000.0000 38,000.00 0.000 0.00 (S) 265 MODIFY TRAFFIC MONITORING STATION LS 21,000.0000 21,000.00 0.000 0.00 (S) (LOCATION SB291) PROGRAM CAS145 PAGE 11 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.000 0.00 (S) (LOCATION SB311) 267 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.000 0.00 (S) (LOCATION SB303) 268 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.000 0.00 (S) (LOCATION SB285) 269 WORK AT THE EXISTING SAN GABRIEL VALLEY LS 17,000.0000 17,000.00 0.000 0.00 (S) COMMUNICATION HUB 270 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 (S) (LOCATION 0741) 271 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 (S) (LOCATION 0796) 272 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.000 0.00 (S) (LOCATION 0430) 273 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (S) (LOCATION 0745) 274 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.000 0.00 (S) (LOCATIONS 0431 & 0794) 275 MODIFY RAMP METERING SYSTEM LS 38,000.0000 38,000.00 0.000 0.00 (S) (LOCATION 0432) 276 MODIFY RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (S) (LOCATION 0433) 277 MODIFY RAMP METERING SYSTEM LS 1,000.0000 1,000.00 0.000 0.00 (S) (LOCATION 0741) 278 LIGHTING (UNDERCROSSING) (LOCATION 1) LS 7,000.0000 7,000.00 0.000 0.00 (S) 279 LIGHTING (UNDERCROSSING) (LOCATION 2) LS 10,000.0000 10,000.00 0.000 0.00 (S) 280 LIGHTING (UNDERCROSSING) (LOCATION 3) LS 10,000.0000 10,000.00 0.000 0.00 (S) 281 LIGHTING (UNDERCROSSING) (LOCATION 4) LS 18,000.0000 18,000.00 0.000 0.00 (S) 282 LIGHTING (UNDERCROSSING) (LOCATION 5) LS 11,000.0000 11,000.00 0.000 0.00 (S) 283 LIGHTING (UNDERCROSSING) (LOCATION 6) LS 9,500.0000 9,500.00 0.000 0.00 (S) 284 LIGHTING (UNDERCROSSING) (LOCATION 7) LS 18,000.0000 18,000.00 0.000 0.00 (S) 285 LIGHTING (UNDERCROSSING) (LOCATION 8) LS 20,000.0000 20,000.00 0.000 0.00 (S) 286 LIGHTING (UNDERCROSSING) (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 (S) 287 LIGHTING (UNDERCROSSING) (LCOATION 10) LS 5,000.0000 5,000.00 0.000 0.00 (S) 288 LIGHTING (UNDERCROSSING) (LOCATION 11) LS 20,000.0000 20,000.00 0.000 0.00 (S) 289 LIGHTING (UNDERCROSSING) (LOCATION 12) LS 4,500.0000 4,500.00 0.000 0.00 (S) 290 LIGHTING (UNION PACIFIC RAILROAD) LS 20,000.0000 20,000.00 0.000 0.00 (S) 291 2 SINGLEMODE FIBER OPTIC BREAKOUT CABLE LF 5.0000 425.00 0.000 0.00 (S) 292 12 SINGLEMODE FIBER OPTIC CABLE LF 2.1000 30,450.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 12 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 36 SINGLEMODE FIBER OPTIC CABLE LF 3.0000 43,500.00 0.000 0.00 (S) 294 FIBER OPTIC SPLICE CLOSURE EA 2,700.0000 13,500.00 0.000 0.00 (S) 295 TWISTED PAIR SPLICE CLOSURE EA 2,050.0000 36,900.00 0.000 0.00 (S) 296 2 NO. 6 CONDUCTORS LF 1.0000 830.00 0.000 0.00 (S) 297 2 NO. 8 CONDUCTORS LF 1.0000 640.00 0.000 0.00 (S) 298 2 NO. 1 CONDUCTORS LF 2.0000 1,540.00 0.000 0.00 (S) 299 4 NO. 18 TELEPHONE CABLE LF 1.0000 180.00 0.000 0.00 (S) 300 TWISTED PAIR CABLE (6 PAIR) LF 2.0000 15,840.00 0.000 0.00 (S) 301 TWISTED PAIR CABLE (50 PAIR) LF 2.7000 39,150.00 0.000 0.00 (S) 302 NO. 5(T) PULL BOX EA 350.0000 700.00 0.000 0.00 (S) 303 NO. 5 PULL BOX EA 110.0000 440.00 0.000 0.00 (S) 304 NO. 6 PULL BOX EA 130.0000 260.00 0.000 0.00 (S) 305 COMMUNICATION PULL BOX EA 300.0000 19,800.00 0.000 0.00 (S) 306 SPLICE VAULT EA 3,500.0000 21,000.00 0.000 0.00 (S) 307 INTERIM RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 (S) 308 SYSTEM TESTING AND DOCUMENTATION LS 44,500.0000 44,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 13 DATE 02/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:36 AM ESTIMATE NO. 01 BID OPENING 11/01/01 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: TAWFIK, GAMAL DATE OF THIS ESTIMATE 02/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 151,175.00 151,175.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,175.00 151,175.00 309 MOBILIZATION LS 3712,000.0000 3712,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 41,558,440.02 TOTAL WORK COMPLETED 151,175.00 151,175.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 151,175.00 151,175.00 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 01/23/02 900 00/00/00 02/07/02 09/29/04 1 7 0 0 0% 0% PROGRESS IS SATISFACTORY TAWFIK, GAMAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 02/25/02