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 03/25/03 EST. NO.01 TIME 11:10 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 03/25/03 EST. NO.01 TIME 11:10 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 LOCATION PROGRESS ESTIMATE 07-LA-126-R5.7/R6.4 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN SANTA P O BOX 1489 CLARITA AT VARIOUS LOCATIONS SUN VALLEY CA 913531489 FED. AID NO. ACNH-P126(47)N ,ACNH-005 -3(38)N ,I-005 -3(38)N WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,100.0000 495,000.00 12.000 13,200.00 12.000 13,200.00 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 14,250.00 0.000 0.00 (S) 004 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.000 0.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 215,000.0000 215,000.00 0.000 0.00 006 CONSTRUCTION AREA SIGNS LS 47,000.0000 47,000.00 0.200 9,400.00 0.200 9,400.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.000 0.00 (S) 008 TYPE III BARRICADE EA 96.0000 3,168.00 0.000 0.00 (S) 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0500 1,235.85 0.000 0.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 33,744.00 0.000 0.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 16,960.00 0.000 0.00 (S) 012 TEMPORARY PAVEMENT MARKER EA 3.2000 20,032.00 0.000 0.00 (S) 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 0.000 0.00 (S) 014 TEMPORARY RAILING (TYPE K) M 28.0000 565,600.00 0.000 0.00 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 180.0000 120,600.00 0.000 0.00 (S) 016 TEMPORARY CRASH CUSHION (REACT 9SCBS) EA 20,500.0000 41,000.00 0.000 0.00 (S) 017 ABANDON CULVERT EA 2,355.0000 7,065.00 0.000 0.00 018 REMOVE FENCE (TYPE BW) M 8.0000 14,960.00 0.000 0.00 (S) 019 REMOVE CHAIN LINK FENCE M 8.0000 20,480.00 0.000 0.00 (S) 020 REMOVE METAL BEAM GUARD RAILING M 15.0000 13,200.00 0.000 0.00 (S) 021 REMOVE SINGLE METAL BEAM BARRIER M 16.5000 4,620.00 0.000 0.00 (S) 022 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 5,600.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 024 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3400 13,252.60 0.000 0.00 (S) 025 REMOVE PAINTED TRAFFIC STRIPE M 1.1800 72,098.00 0.000 0.00 (S) 026 REMOVE PAINTED PAVEMENT MARKING M2 16.0500 2,889.00 0.000 0.00 (S) 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 17,220.00 0.000 0.00 (S) 028 REMOVE PAVEMENT MARKER EA 0.7500 7,650.00 0.000 0.00 (S) 029 REMOVE ROADSIDE SIGN EA 110.0000 5,060.00 0.000 0.00 030 REMOVE SIGN STRUCTURE EA 4,550.0000 18,200.00 0.000 0.00 (S) 031 REMOVE SIGN PANEL EA 430.0000 860.00 0.000 0.00 032 REMOVE PIPE M 50.0000 15,000.00 0.000 0.00 033 REMOVE INLET EA 490.0000 7,840.00 0.000 0.00 034 REMOVE HEADWALL M3 200.0000 4,600.00 0.000 0.00 035 REMOVE CONCRETE PAVEMENT M2 4.5000 4,635.00 0.000 0.00 036 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 6,750.00 0.000 0.00 037 REMOVE BASE AND SURFACING M3 13.0000 67,600.00 0.000 0.00 038 SALVAGE METAL BRIDGE RAILING M 16.0000 11,232.00 0.000 0.00 039 RELOCATE ROADSIDE SIGN-ONE POST EA 240.0000 4,560.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN-TWO POST EA 695.0000 6,950.00 0.000 0.00 041 ADJUST INLET EA 1,150.0000 1,150.00 0.000 0.00 042 REMOVE CONCRETE (CURB AND GUTTER) M 6.5000 21,255.00 0.000 0.00 043 REMOVE CONCRETE (CHANNEL) M3 55.0000 6,600.00 0.000 0.00 044 CAP INLET EA 850.0000 3,400.00 0.000 0.00 045 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 2,250.00 0.000 0.00 046 BRIDGE REMOVAL LS 227,000.0000 227,000.00 0.000 0.00 047 BRIDGE REMOVAL (PORTION) LS 23,500.0000 23,500.00 0.000 0.00 048 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.000 0.00 049 ROADWAY EXCAVATION M3 5.1500 424,875.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 0.000 0.00 051 STRUCTURE EXCAVATION (BRIDGE) M3 21.4500 51,158.25 0.000 0.00 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.7500 78,175.00 0.000 0.00 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 62.0000 85,250.00 0.000 0.00 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 21.0000 182,700.00 0.000 0.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 13,600.00 0.000 0.00 WALL) 056 SAND BACKFILL M3 100.0000 800.00 0.000 0.00 057 IMPORTED BORROW M3 7.5500 597,960.00 0.000 0.00 058 STRAW (EROSION CONTROL) TONN 375.0000 41,250.00 0.000 0.00 (S) 059 FIBER (EROSION CONTROL) KG 0.6400 7,296.00 0.000 0.00 (S) 060 COMPOST (EROSION CONTROL) KG 0.5400 32,562.00 0.000 0.00 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,070.0000 6,420.00 0.000 0.00 (S) 062 PURE LIVE SEED (EROSION CONTROL) KG 134.0000 100,500.00 0.000 0.00 (S) 063 250 MM CORRUGATED HIGH DENSITY M 170.0000 57,800.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 064 CLASS 2 AGGREGATE BASE M3 22.4000 418,880.00 0.000 0.00 065 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 2,600.00 0.000 0.00 066 LEAN CONCRETE BASE M3 93.5000 448,800.00 0.000 0.00 067 ASPHALT CONCRETE (TYPE B) TONN 50.0000 1,255,000.00 0.000 0.00 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.2500 11,272.50 0.000 0.00 AREA) 069 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.8000 2,958.00 0.000 0.00 070 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.8000 696.00 0.000 0.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.8000 440.80 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.8000 6,322.00 0.000 0.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.8000 2,204.00 0.000 0.00 074 CONCRETE PAVEMENT M3 150.0000 1,248,000.00 0.000 0.00 075 GRIND EXISTING CONCRETE M2 10.4500 27,170.00 0.000 0.00 (S) PAVEMENT 076 FURNISH PILING (CLASS 900) M 32.0000 220,342.40 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE PILE (CLASS 900) EA 2,160.0000 965,520.00 0.000 0.00 (S) 078 FURNISH PILING (CLASS 400) M 26.7500 89,933.50 0.000 0.00 079 DRIVE PILE (CLASS 400) EA 1,508.0000 334,776.00 0.000 0.00 (S) 080 PRESTRESSING CAST-IN-PLACE CONCRETE LS 283,000.0000 283,000.00 0.000 0.00 (S) 081 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 310.0000 175,770.00 0.000 0.00 (F) 082 STRUCTURAL CONCRETE, BRIDGE M3 398.0000 1,896,470.00 0.000 0.00 (F) 083 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 309,600.00 0.000 0.00 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB M3 415.0000 185,505.00 0.000 0.00 (F) (TYPE N) 085 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 74,750.00 0.000 0.00 (F) (TYPE R) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 915.0000 171,105.00 0.000 0.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 400.0000 360.00 0.000 0.00 088 PAVING NOTCH EXTENSION M3 3,200.0000 9,600.00 0.000 0.00 089 FRACTURED RIB TEXTURE M2 53.0000 33,390.00 0.000 0.00 090 DRILL AND BOND DOWEL M 45.0000 1,575.00 0.000 0.00 091 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,190.0000 155,700.00 0.000 0.00 (S) GIRDER (10 M - 15 M) 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,345.0000 125,175.00 0.000 0.00 (S) GIRDER (25 M - 30 M) 093 ERECT PRECAST PRESTRESSED CONCRETE EA 1,665.0000 74,925.00 0.000 0.00 (S) GIRDER 094 CORE CONCRETE (151 MM - 200 MM) M 150.0000 12,750.00 0.000 0.00 (S) 095 JOINT SEAL (MR 15 MM) M 200.0000 21,600.00 0.000 0.00 (S) 096 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 15,950.00 0.000 0.00 (S) 097 JOINT SEAL (MR 50 MM) M 220.0000 12,320.00 0.000 0.00 (S) 098 BAR REINFORCING STEEL (BRIDGE) KG 1.3100 1,002,150.00 0.000 0.00 (SF) 099 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 81,000.00 0.000 0.00 (SF) 100 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.3500 47,636.40 0.000 0.00 (F) 101 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.6800 23,862.72 0.000 0.00 (SF) 102 FURNISH SIGN STRUCTURE (TRUSS) KG 6.1500 311,448.30 0.000 0.00 (F) 103 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0700 54,186.94 0.000 0.00 (SF) PROGRAM CAS145 PAGE 5 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 105 920 MM CAST-IN-DRILLED-HOLE M 725.0000 47,125.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 106 ROADSIDE SIGN - ONE POST EA 332.0000 11,952.00 0.000 0.00 107 ROADSIDE SIGN - TWO POST EA 555.0000 4,440.00 0.000 0.00 108 ROADSIDE SIGN EA 107.0000 321.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 109 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 3,400.00 0.000 0.00 110 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 7,740.00 0.000 0.00 111 600 MM ALTERNATIVE PIPE CULVERT M 211.0000 46,420.00 0.000 0.00 112 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 40,000.00 0.000 0.00 113 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 29,450.00 0.000 0.00 114 300 MM BITUMINOUS COATED CORRUGATED M 167.0000 1,503.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 115 450 MM BITUMINOUS COATED CORRUGATED M 188.0000 5,640.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 116 600 MM BITUMINOUS COATED CORRUGATED M 197.0000 59,100.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 117 900 MM BITUMINOUS COATED CORRUGATED M 260.0000 5,200.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 118 100 MM PLASTIC PIPE (EDGE DRAIN) M 190.0000 532.00 0.000 0.00 119 450 MM ENTRANCE TAPER EA 300.0000 1,500.00 0.000 0.00 120 GRATED LINE DRAIN M 241.0000 20,244.00 0.000 0.00 121 450 MM STEEL FLARED END SECTION EA 215.0000 1,290.00 0.000 0.00 122 600 MM STEEL FLARED END SECTION EA 320.0000 1,920.00 0.000 0.00 123 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 175.0000 2,450.00 0.000 0.00 124 ROCK SLOPE PROTECTION M3 90.0000 37,800.00 0.000 0.00 (FACING, METHOD B) 125 ROCK SLOPE PROTECTION M3 97.0000 15,520.00 0.000 0.00 (BACKING NO. 3, METHOD B) 126 SLOPE PAVING (CONCRETE) M3 480.0000 90,240.00 0.000 0.00 (F) 127 MINOR CONCRETE (CHANNEL LINING) M3 440.0000 48,400.00 0.000 0.00 128 MINOR CONCRETE (GUTTER LINING) M3 500.0000 9,000.00 0.000 0.00 129 ROCK SLOPE PROTECTION FABRIC M2 2.5000 3,875.00 0.000 0.00 130 MISCELLANEOUS IRON AND STEEL KG 1.7700 10,152.72 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 101,640.00 0.000 0.00 (S) 132 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 510.0000 2,550.00 0.000 0.00 (S) 133 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,045.0000 1,045.00 0.000 0.00 (S) 134 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 135 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 60,320.00 0.000 0.00 (S) 136 CONCRETE BARRIER (TYPE K) M 68.0000 19,720.00 0.000 0.00 137 SINGLE THRIE BEAM BARRIER (STEEL POST) M 65.7000 60,444.00 0.000 0.00 (S) 138 CABLE RAILING M 43.6500 4,103.10 0.000 0.00 (S) 139 TERMINAL SECTION (TYPE B) EA 305.0000 1,830.00 0.000 0.00 (S) 140 END SECTION EA 209.0000 627.00 0.000 0.00 (S) 141 TERMINAL SYSTEM (TYPE ET) EA 2,410.0000 2,410.00 0.000 0.00 (S) 142 TERMINAL SYSTEM (TYPE SRT) EA 1,340.0000 16,080.00 0.000 0.00 (S) 143 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 6,200.00 0.000 0.00 (S) 144 CRASH CUSHION, SAND FILLED EA 5,300.0000 10,600.00 0.000 0.00 (S) 145 CRASH CUSHION (REACT 9SCBS) EA 41,900.0000 125,700.00 0.000 0.00 (S) 146 CONCRETE BARRIER (TYPE 60) M 98.0000 76,440.00 0.000 0.00 147 CONCRETE BARRIER (TYPE 60A) M 98.0000 33,261.20 0.000 0.00 148 CONCRETE BARRIER (TYPE 60E) M 450.0000 18,000.00 0.000 0.00 149 CONCRETE BARRIER (TYPE 732 MODIFIED) M 365.0000 146,000.00 0.000 0.00 (F) 150 THERMOPLASTIC PAVEMENT MARKING M2 28.9000 9,826.00 0.000 0.00 (S) 151 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 14,210.00 0.000 0.00 (S) 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6800 9,487.20 0.000 0.00 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,928.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 154 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 12,032.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 155 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 1,721.60 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 156 PAINT TRAFFIC STRIPE (2-COAT) M 1.0700 278.20 0.000 0.00 (S) 157 PAINT PAVEMENT MARKING (2-COAT) M2 16.0500 4,173.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 3,980.40 0.000 0.00 (S) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6200 7,912.40 0.000 0.00 (S) 160 SIGNAL AND LIGHTING (LOCATION 1) LS 82,400.0000 82,400.00 0.000 0.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 2) LS 80,250.0000 80,250.00 0.000 0.00 (S) 162 LIGHTING (BRIDGE ROUTE 126/5 SEPARATION) LS 20,000.0000 20,000.00 0.000 0.00 (S) 163 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 441,000.0000 441,000.00 0.000 0.00 (S) 164 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,700.0000 60,700.00 0.000 0.00 (S) 165 TRAFFIC MONITORING STATION (LOCATION 2) LS 83,500.0000 83,500.00 0.000 0.00 (S) 166 TRAFFIC MONITORING STATION (LOCATION 3) LS 63,800.0000 63,800.00 0.000 0.00 (S) 167 CLOSED CIRCUIT TELEVISION SYSTEM LS 61,500.0000 61,500.00 0.000 0.00 (S) 168 MODIFY LIGHTING LS 6,300.0000 6,300.00 0.000 0.00 (S) (BRIDGE FRONTAGE ROAD UNDERCROSSING) 169 WORK AT TRAFFIC MANAGEMENT CENTER LS 32,400.0000 32,400.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 03/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 11:10 AM ESTIMATE NO. 01 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,600.00 22,600.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,600.00 22,600.00 170 MOBILIZATION LS 510,000.0000 510,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 16,968,541.08 TOTAL WORK COMPLETED 22,600.00 22,600.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 22,600.00 22,600.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 048 CLEARING AND GRUBBING 9,000.00 25,000.00 16,000.00 050 LEAD COMPLIANCE PLAN 4,400.00 11,000.00 6,600.00 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 02/16/03 450 03/12/03 03/05/03 12/22/04 12 0 0 0 0% 3% PROGRESS IS SATISFACTORY HORMOZI, IRAJ RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/25/03