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 04/23/03 EST. NO.03 TIME 10:07 AM R.E. NAME: ALI, MASHHUR 07-1198U4 --------------------------------------------------------------------------- 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 04/23/03 EST. NO.03 TIME 10:07 AM R.E. NAME: ALI, MASHHUR 07-1198U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 LOCATION PROGRESS ESTIMATE 07-LA-405-21.3/26.4 ----------------- BALFOUR BEATTY CONSTRUCTION LOS ANGELES COUNTY IN AND NEAR INC INGLEWOOD, LOS ANGELES AND CULVER 1255 EAST HIGHLAND AVE STE 21 CITY AT VARIOUS LOCATIONS SAN BERNARDINO CA 92404 FED. AID NO. ACNH-405 -3(32)N ,I-405 -3(32)N HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000.00 002 TIME-RELATED OVERHEAD DAY 1,935.0000 1,489,950.00 18.000 34,830.00 34.000 65,790.00 003 TEMPORARY FENCE M 68.0000 4,080.00 0.000 0.00 (S) (TYPE CL-2.4, SLATTED WITH BARBED WIRE) 004 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 70.0000 5,950.00 0.000 0.00 005 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 47.0000 62,040.00 112.000 5,264.00 006 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.030 9,000.00 0.070 21,000.00 008 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.320 9,600.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 1100,000.0000 1,100,000.00 0.030 33,000.00 0.070 77,000.00 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 12,950.00 35.000 1,295.00 120.000 4,440.00 (S) 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 6,000.00 0.000 0.00 012 TEMPORARY RAILING (TYPE K) M 35.0000 1,039,500.00 1,486.570 52,029.95 2,523.570 88,324.95 (S) 013 TEMPORARY CRASH CUSHION MODULE EA 250.0000 65,750.00 30.000 7,500.00 30.000 7,500.00 (S) 014 REMOVE WOOD FENCE M 35.0000 3,045.00 70.000 2,450.00 015 REMOVE STEEL FENCE M2 50.0000 7,000.00 23.200 1,160.00 016 REMOVE CHAIN LINK FENCE M 15.0000 16,125.00 0.000 0.00 017 REMOVE METAL BEAM GUARD RAILING M 18.0000 47,160.00 472.800 8,510.40 1,066.800 19,202.40 018 REMOVE TRAFFIC STRIPE M 1.1000 48,510.00 4,760.000 5,236.00 25,896.930 28,486.62 (S) 019 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 70,375.00 0.000 0.00 020 REMOVE YELLOW TRAFFIC STRIPE M 1.6500 32,670.00 1,042.000 1,719.30 3,344.000 5,517.60 021 TEST YELLOW TRAFFIC STRIPE LS 1,200.0000 1,200.00 1.000 1,200.00 022 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 17.0000 1,870.00 19.790 336.43 PROGRAM CAS145 PAGE 2 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 0.7500 29,325.00 4,219.000 3,164.25 21,411.000 16,058.25 024 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,600.00 0.000 0.00 025 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 1,400.00 0.000 0.00 026 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 027 REMOVE SIGN STRUCTURE EA 4,000.0000 88,000.00 0.000 0.00 028 REMOVE ASPHALT CONCRETE DIKE M 5.0000 12,100.00 270.000 1,350.00 270.000 1,350.00 029 REMOVE PIPE M 50.0000 115,500.00 0.000 0.00 030 REMOVE INLET EA 500.0000 50,500.00 0.000 0.00 031 REMOVE SOUND WALL (RESIDENCE BLOCK) M2 20.0000 4,800.00 50.000 1,000.00 50.000 1,000.00 WALL 032 REMOVE MASONRY WALL M2 40.0000 2,520.00 0.000 0.00 033 REMOVE RETAINING WALL (WOOD) M 200.0000 4,000.00 20.000 4,000.00 20.000 4,000.00 034 RECONSTRUCT STEEL FENCE LS 1,040.0000 1,040.00 0.000 0.00 035 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 1,500.00 0.000 0.00 036 ADJUST MANHOLE TO GRADE EA 1,200.0000 7,200.00 0.000 0.00 037 MODIFY INLET EA 1,500.0000 19,500.00 0.000 0.00 038 REMOVE CONCRETE M3 200.0000 2,200.00 0.000 0.00 039 REMOVE CONCRETE CURB M 18.0000 102,240.00 0.000 0.00 040 REMOVE CONCRETE BARRIER M 20.0000 146,200.00 0.000 0.00 (S) 041 REMOVE CONCRETE STRUCTURE M 45.0000 30,150.00 0.000 0.00 (WATER BARRIER WALL) 042 CAP INLET EA 1,000.0000 13,000.00 0.000 0.00 043 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 044 REMOVE CRASH CUSHION (SAND FILLED) EA 175.0000 2,100.00 0.000 0.00 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 0.000 0.00 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 0.000 0.00 047 BRIDGE REMOVAL (PORTION), LOCATION C LS 6,000.0000 6,000.00 0.000 0.00 048 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,000.0000 3,000.00 0.000 0.00 049 BRIDGE REMOVAL (PORTION), LOCATION E LS 12,000.0000 12,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 0.000 0.00 051 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.590 20,650.00 0.650 22,750.00 052 ROADWAY EXCAVATION M3 16.0000 905,600.00 0.000 0.00 053 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 10,400.00 565.000 11,300.00 565.000 11,300.00 (AERIALLY DEPOSITED LEAD) 054 ROADWAY EXCAVATION (TYPE Z-2) M3 130.0000 243,100.00 979.450 127,328.50 979.450 127,328.50 (AERIALLY DEPOSITED LEAD) 055 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 056 STRUCTURE EXCAVATION (RETAINING WALL) M3 2.0000 5,900.00 0.000 0.00 057 STRUCTURE EXCAVATION (TYPE Z-2) M3 127.0000 83,820.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 058 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 11.0000 124,069.00 0.000 0.00 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 28,200.00 0.000 0.00 060 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 8.0000 6,520.00 0.000 0.00 (F) 061 SOIL NAIL ASSEMBLY M 44.0000 552,200.00 0.000 0.00 (S) 062 SOIL ANCHOR M 60.0000 28,260.00 0.000 0.00 (S) 063 SOIL NAIL WALL MONITORING SYSTEM LS 14,000.0000 14,000.00 0.000 0.00 064 HIGHWAY PLANTING LS 143,000.0000 143,000.00 0.000 0.00 (S) 065 TRANSPLANT PALM TREE EA 5,800.0000 11,600.00 0.000 0.00 (S) 066 PLANT ESTABLISHMENT WORK LS 25,200.0000 25,200.00 0.000 0.00 (S) 067 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 (S) 068 NPS 2.5 SUPPLY LINE (BRIDGE) M 165.0000 37,950.00 0.000 0.00 (S) 069 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 13,200.00 0.000 0.00 (S) (6.35 MM THICK) 070 EXTEND 200 MM CONDUIT M 500.0000 1,000.00 0.000 0.00 (S) 071 CLASS 3 AGGREGATE BASE M3 16.0000 321,600.00 0.000 0.00 072 LEAN CONCRETE BASE M3 120.0000 1,476,000.00 0.000 0.00 073 REPLACE ASPHALT CONCRETE SURFACING M3 141.0000 25,380.00 0.000 0.00 074 ASPHALT CONCRETE (TYPE B) TONN 61.0000 279,380.00 132.400 8,076.40 132.400 8,076.40 075 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 2,720.00 0.000 0.00 076 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 1,600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 5,200.00 0.000 0.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 744.00 0.000 0.00 079 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 10,160.00 0.000 0.00 080 CONCRETE PAVEMENT M3 150.0000 2,775,000.00 0.000 0.00 081 CONCRETE PAVEMENT M3 320.0000 328,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 082 GROOVE EXISTING CONCRETE PAVEMENT M 2.5000 91,000.00 0.000 0.00 (S) 083 GRIND EXISTING CONCRETE M2 4.8000 66,240.00 0.000 0.00 (S) PAVEMENT 084 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 70.0000 287,700.00 1,039.000 72,730.00 1,039.000 72,730.00 (S) PILING (SOUND WALL) 085 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 13,500.00 0.000 0.00 (F) 086 STRUCTURAL CONCRETE, WALL M3 320.0000 47,360.00 0.000 0.00 087 STRUCTURAL CONCRETE, RETAINING WALL M3 100.0000 123,000.00 0.000 0.00 088 STRUCTURAL CONCRETE (CONCRETE SLAB) M3 300.0000 24,000.00 0.000 0.00 089 STRUCTURAL CONCRETE, APPROACH SLAB M3 625.0000 180,000.00 0.000 0.00 (TYPE R) 090 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 585,600.00 0.000 0.00 (F) 091 MINOR CONCRETE (GUTTER) M 75.0000 31,575.00 0.000 0.00 (F) 092 MINOR CONCRETE (BACKFILL) M3 100.0000 28,000.00 0.000 0.00 093 PAVING NOTCH EXTENSION M3 3,000.0000 14,700.00 0.000 0.00 094 FRACTURED FIN TEXTURE M2 110.0000 235,400.00 0.000 0.00 (F) 095 DRILL AND BOND DOWEL M 77.0000 13,167.00 0.000 0.00 096 CONCRETE BLOCK WALL M2 120.0000 26,400.00 0.000 0.00 097 REFINISH BRIDGE DECK M2 65.0000 32,955.00 0.000 0.00 098 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 453,000.00 0.000 0.00 (SF) 099 SOUND WALL (RIBBED STEEL PANEL) M2 600.0000 1,321,800.00 0.000 0.00 (SF)(ON PILE) 100 SOUND WALL (MASONRY BLOCK) M2 150.0000 727,500.00 0.000 0.00 (SF) 101 MASONRY BLOCK WALL M2 120.0000 62,640.00 0.000 0.00 102 JOINT SEAL (TYPE A) M 80.0000 7,120.00 0.000 0.00 (S) 103 JOINT SEAL (TYPE B - MR 30 MM) M 100.0000 47,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL (MR 40 MM) M 143.0000 35,464.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL KG 1.0500 14,217.00 0.000 0.00 (SF) 106 BAR REINFORCING STEEL (BRIDGE) KG 0.8000 55,632.00 0.000 0.00 (SF) 107 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 56,160.00 0.000 0.00 (SF) 108 BAR REINFORCING STEEL (SOUND WALL) KG 1.4000 19,793.20 0.000 0.00 109 SHOTCRETE M3 500.0000 167,500.00 0.000 0.00 110 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 995,750.00 0.000 0.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 161,108.00 0.000 0.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 29,700.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 163,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 12,750.00 0.000 0.00 (S) PILE (SIGN FOUNDATION) 115 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 57,800.00 0.000 0.00 PILE (SIGN FOUNDATION) 116 METAL (BARRIER MOUNTED SIGN) KG 10.0000 30,000.00 0.000 0.00 117 METAL (SOUND WALL MOUNTED SIGN) KG 15.0000 5,850.00 0.000 0.00 118 ROADSIDE SIGN - ONE POST EA 300.0000 3,600.00 0.000 0.00 119 ROADSIDE SIGN - TWO POST EA 500.0000 7,500.00 0.000 0.00 120 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,600.00 0.000 0.00 METHOD) 121 300 MM PLASTIC PIPE M 120.0000 2,400.00 0.000 0.00 122 450 MM REINFORCED CONCRETE PIPE M 180.0000 23,400.00 0.000 0.00 123 600 MM REINFORCED CONCRETE PIPE M 180.0000 401,400.00 0.000 0.00 124 300 MM SLOTTED CORRUGATED STEEL PIPE M 140.0000 350,000.00 0.000 0.00 (1.63 MM THICK) 125 GEOCOMPOSITE DRAIN M2 25.0000 21,375.00 0.000 0.00 126 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 104,280.00 0.000 0.00 127 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 25,500.00 0.000 0.00 128 CLASS 3 PERMEABLE MATERIAL M3 105.0000 22,050.00 0.000 0.00 129 GRATED LINE DRAIN M 200.0000 16,800.00 0.000 0.00 130 MINOR CONCRETE (GUTTER LINING) M3 900.0000 7,200.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MISCELLANEOUS M3 420.0000 19,320.00 0.000 0.00 CONSTRUCTION) 132 MINOR CONCRETE (ISLAND PAVING) M3 400.0000 6,800.00 0.000 0.00 133 MISCELLANEOUS IRON AND STEEL KG 2.0000 89,418.00 0.000 0.00 (F) 134 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 100,008.00 0.000 0.00 (SF) 135 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 2,200.00 0.000 0.00 136 WOOD FENCE M 100.0000 2,200.00 0.000 0.00 (S) 137 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 3,000.00 0.000 0.00 (S) 138 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 786.0000 11,004.00 2.000 1,572.00 (S) 139 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 2,500.00 0.000 0.00 140 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 96,250.00 0.000 0.00 (S) 141 METAL BEAM GUARD RAILING M 58.0000 12,760.00 0.000 0.00 (S) (2.1 M WOOD POST) 142 CONCRETE BARRIER (TYPE 27B MODIFIED) M 200.0000 6,200.00 0.000 0.00 143 CABLE RAILING M 29.0000 12,267.00 0.000 0.00 (SF) 144 TERMINAL SYSTEM (TYPE ET) EA 3,475.0000 20,850.00 0.000 0.00 (S) 145 TERMINAL SYSTEM (TYPE SRT) EA 2,275.0000 18,200.00 0.000 0.00 (S) 146 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 4,500.00 0.000 0.00 (S) 147 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 0.000 0.00 (S) 148 CRASH CUSHION (REACT 9SCBS) EA 43,000.0000 43,000.00 0.000 0.00 149 CONCRETE BARRIER (TYPE 60) M 94.0000 100,580.00 0.000 0.00 150 CONCRETE BARRIER (TYPE 60 MOD) M 360.0000 6,120.00 0.000 0.00 151 CONCRETE BARRIER (TYPE 60A) M 132.0000 7,920.00 0.000 0.00 (F) 152 CONCRETE BARRIER (TYPE 60A MODIFIED) M 160.0000 29,120.00 0.000 0.00 (F) 153 CONCRETE BARRIER (TYPE 60C) M 115.0000 44,850.00 0.000 0.00 154 CONCRETE BARRIER (TYPE 60D) M 80.0000 31,440.00 0.000 0.00 (F) 155 CONCRETE BARRIER (TYPE 60D MODIFIED) M 400.0000 30,400.00 0.000 0.00 (F) 156 CONCRETE BARRIER (TYPE 60R MOD) M 667.0000 533,600.00 0.000 0.00 157 CONCRETE BARRIER (TYPE 60S) M 92.0000 138,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60SA) M 132.0000 4,356.00 0.000 0.00 (F) 159 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 135.0000 21,870.00 0.000 0.00 (F) 160 CONCRETE BARRIER (TYPE 60SC MOD) M 460.0000 7,360.00 0.000 0.00 161 CONCRETE BARRIER (TYPE 60E MOD) M 550.0000 15,400.00 0.000 0.00 162 CONCRETE BARRIER (TYPE 60W) M 230.0000 1,092,500.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 726SV MODIFIED) M 200.0000 42,400.00 0.000 0.00 (F) 164 CONCRETE BARRIER (TYPE 726SV) M 200.0000 247,800.00 0.000 0.00 165 CONCRETE BARRIER (TYPE 732B) M 160.0000 110,400.00 0.000 0.00 166 CONCRETE WATER BARRIER M 200.0000 1,200.00 0.000 0.00 167 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 18,000.00 0.000 0.00 (S) 168 100 MM INVERTED PROFILE THERMOPLASTIC M 2.3000 170,430.00 0.000 0.00 (S) TRAFFIC STRIPE 169 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6500 14,177.50 518.000 1,372.70 3,476.000 9,211.40 (S) 170 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 22,150.00 0.000 0.00 (S) TRAFFIC STRIPE 171 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,680.00 1,352.000 1,352.00 4,024.000 4,024.00 (S) (BROKEN 3.66 M - 0.92 M) 172 200 MM INVERTED PROFILE THERMOPLASTIC M 4.0000 23,200.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 3.66 M-0.92 M) 173 100 MM TRAFFIC STRIPE (2-COAT PAINT) M 0.2500 10,475.00 5,245.000 1,311.25 35,245.000 8,811.25 (S) (BROKEN 10.98 M - 3.66 M) 174 100 MM INVERTED PROFILE THERMOPLASTIC M 1.0000 53,700.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 175 100 MM TRAFFIC STRIPE (2-COAT PAINT) M 0.2500 85.00 161.000 40.25 161.000 40.25 (S) (BROKEN 5.18 M - 2.14 M) 176 100 MM INVERTED PROFILE THERMOPLASTIC M 1.0000 1,180.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 177 200 MM BROKEN TRAFFIC STRIPE M 0.6600 528.00 0.000 0.00 (S) (2-COAT PAINT) 3.66 M - 0.92 M) 178 PAINT TRAFFIC STRIPE (2-COAT) M 0.6600 19,998.00 562.000 370.92 16,422.000 10,838.52 (S) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 39,900.00 582.000 873.00 8,250.000 12,375.00 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 54,000.00 322.000 966.00 3,648.000 10,944.00 (S) 181 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,200.0000 3,600.00 0.000 0.00 (S) 182 53C (TRENCHED IN CONCRETE) M 100.0000 12,000.00 0.000 0.00 (S) 183 2-103C (TRENCHED IN SOIL) M 50.0000 16,500.00 0.000 0.00 (S) 184 SIZE 32 INNERDUCT M 2.0000 27,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 2-103C (TRENCHED IN ASPHALT) M 78.0000 60,840.00 0.000 0.00 186 2-103C (JACKED) M 110.0000 12,100.00 0.000 0.00 (S) 187 2-103C (TRENCHED IN CONCRETE) M 62.0000 50,220.00 0.000 0.00 (S) 188 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.000 0.00 (S) 189 CCTV CAMERA AND TRAFFIC COUNT STATION LS 8,500.0000 8,500.00 0.000 0.00 (S) (MODIFY-LOCATION SD238) 190 MODIFY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 191 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.040 16,000.00 0.040 16,000.00 (S) 192 2 SINGLEMODE FIBER OPTIC CABLE M 4.0000 4,040.00 0.000 0.00 (S) 193 12 SINGLEMODE FIBER OPTIC CABLE M 4.0000 25,520.00 0.000 0.00 (S) 194 24 SINGLEMODE FIBER OPTIC CABLE M 7.0000 50,750.00 0.000 0.00 (S) 195 48 SINGLEMODE FIBER OPTIC CABLE M 8.0000 58,000.00 0.000 0.00 (S) 196 FIBER OPTIC SPLICE CLOSURE EA 2,000.0000 12,000.00 0.000 0.00 (S) 197 TWISTED PAIR SPLICE CLOSURE EA 400.0000 8,400.00 0.000 0.00 (S) 198 TEMPORARY TRAFFIC OPERATIONAL SYSTEM LS 36,000.0000 36,000.00 0.000 0.00 (S) NETWORK (TOSNET) 199 EQUIPMENT AT NORWALK HUB LS 32,000.0000 32,000.00 0.000 0.00 200 EQUIPMENT AT TRAFFIC MANAGEMENT CENTER LS 24,000.0000 24,000.00 1.000 24,000.00 201 TWISTED PAIR CABLE (6 PAIR) M 2.9000 30,247.00 0.000 0.00 (S) 202 TWISTED PAIR CABLE (75 PAIR) M 24.0000 173,760.00 0.000 0.00 (S) 203 NO. 6 PULL BOX EA 500.0000 500.00 0.000 0.00 (S) 204 COMMUNICATION PULL BOX EA 600.0000 9,600.00 0.000 0.00 (S) 205 REMOVE PULL BOX EA 80.0000 1,200.00 0.000 0.00 (S) 206 SPLICE VAULT EA 5,000.0000 5,000.00 0.000 0.00 (S) 207 SYSTEM MIGRATION PLAN LS 5,000.0000 5,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 10:07 AM ESTIMATE NO. 03 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 430,005.92 711,931.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 430,005.92 711,931.57 208 MOBILIZATION LS 2700,000.0000 2,700,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 27,195,412.70 TOTAL WORK COMPLETED 430,005.92 711,931.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 430,005.92 711,931.57 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 01/30/03 890 00/00/00 00/00/00 09/08/06 34 10 0 0 3% 5% PROGRESS IS SATISFACTORY ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/23/03