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 02/20/03 EST. NO.14 TIME 12:30 PM R.E. NAME: SHAHRAM MONEMZADE 04-226124 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0002 56.00 A.C. @ U.P.(+) 013003 N 0002 0 56.00 TOTAL THIS ESTIMATE 291,618.15 TOTAL PREVIOUS ESTIMATE 291,674.15 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/20/03 EST. NO.14 TIME 12:30 PM R.E. NAME: SHAHRAM MONEMZADE 04-226124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP VIOLATION -104,107.63 09 WPCP VIOLATION 104,107.63 10 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 PAYROLLS SUBMITTED 10,000.00 05 APPRTC CERT. MISSING -10,000.00 06 OT UNPAID ON PAYROLL -10,000.00 08 UNPAID ON PAYROLL 10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 LOCATION PROGRESS ESTIMATE 04-MRN-101-8.4/9.7 ----------------- DIABLO CONTRACTORS, INC. IN MARIN COUNTY IN LARKSPUR, CORTE MADERA AND SAN RAFAEL FROM CORTE MADERA CREEK BRIDGE TO ROUTE 580 AND 101 SEPARATION FED. AID NO. ACNH-P101(992)E ,CML-6204(42)E CONSTRUCT 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 0.048 480.00 0.622 6,220.00 002 TIME-RELATED OVERHEAD WDAY 1,800.0000 666,000.00 18.000 32,400.00 232.000 417,600.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 8,400.00 310.000 6,200.00 004 TEMPORARY COVER LS 5,000.0000 5,000.00 0.091 455.00 0.700 3,500.00 005 TEMPORARY CONCRETE WASHOUT FACILITY LS 1,000.0000 1,000.00 0.660 660.00 006 TEMPORARY ENTRANCE/EXIT EA 1,500.0000 6,000.00 5.000 7,500.00 007 TEMPORARY EROSION CONTROL M2 2.0000 6,500.00 1,102.000 2,204.00 (S) 008 TEMPORARY SILT FENCE M 15.0000 17,250.00 571.000 8,565.00 009 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.333 4,995.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.500 25,000.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 15,800.00 6,356.500 6,356.50 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,600.00 14.000 420.00 115.000 3,450.00 (S) 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 1.000 10,000.00 (S) 015 TEMPORARY RAILING (TYPE K) M 50.0000 329,000.00 2,609.000 130,450.00 016 TEMPORARY CRASH CUSHION MODULE EA 270.0000 27,000.00 81.000 21,870.00 (S) 017 ABANDON CULVERT EA 100.0000 700.00 0.000 0.00 018 REMOVE METAL BEAM GUARD RAILING M 30.0000 6,600.00 159.590 4,787.70 019 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 52,500.00 15.000 525.00 020 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 10,140.00 1,213.500 3,640.50 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,310.00 2,360.330 7,080.99 022 REMOVE YELLOW THERMOPLASTIC M 5.0000 10,600.00 0.000 0.00 TRAFFIC STRIPE PROGRAM CAS145 PAGE 2 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.0000 8,230.00 2,921.000 2,921.00 024 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 025 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 (STRAP AND SADDLE BRACKET METHOD) 026 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 027 REMOVE ASPHALT CONCRETE (AC DITCH) M2 5.0000 800.00 0.000 0.00 028 REMOVE ASPHALT CONCRETE DIKE M 5.0000 125.00 120.000 600.00 029 REMOVE CULVERT M 100.0000 48,000.00 4.000 400.00 030 REMOVE INLET EA 300.0000 5,100.00 3.000 900.00 031 REMOVE DOWNDRAIN M 200.0000 5,800.00 0.000 0.00 032 RECONSTRUCT CHAIN LINK FENCE M 70.0000 4,200.00 53.000 3,710.00 033 RECONSTRUCT DOUBLE METAL BEAM BARRIER M 100.0000 800.00 0.000 0.00 (S) 034 RELOCATE ROADSIDE SIGN-ONE POST EA 100.0000 200.00 2.000 200.00 035 RELOCATE ROADSIDE SIGN-TWO POST EA 150.0000 600.00 1.000 150.00 036 RELOCATE SIGN STRUCTURE EA 6,000.0000 6,000.00 1.000 6,000.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 13,000.00 0.000 0.00 (S) 038 REMOVE CONCRETE (PCC DITCH) M3 200.0000 1,400.00 7.000 1,400.00 039 REMOVE CONCRETE CURB M3 20.0000 6,400.00 0.000 0.00 040 CAP INLET EA 100.0000 200.00 0.000 0.00 041 REMOVE CRASH CUSHION EA 1,000.0000 15,000.00 15.000 15,000.00 042 BRIDGE REMOVAL (PORTION) LS 59,600.0000 59,600.00 0.200 11,920.00 0.950 56,620.00 043 CLEARING AND GRUBBING LS 11,000.0000 11,000.00 0.100 1,100.00 0.800 8,800.00 044 ROADWAY EXCAVATION M3 30.0000 363,000.00 1,000.000 30,000.00 9,095.210 272,856.30 045 ROADWAY EXCAVATION (TYPE Z-2) M3 300.0000 132,000.00 375.000 112,500.00 (AERIALLY DEPOSITED LEAD) 046 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 047 DRILL HOLE M 50.0000 73,000.00 1,460.000 73,000.00 (SF)(PRESPLITTING ROCK EXCAVATION SLOPES) 048 STRUCTURE EXCAVATION (BRIDGE) M3 500.0000 1,500.00 3.000 1,500.00 (F) 049 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 2,200.00 22.000 2,200.00 (F) PROGRAM CAS145 PAGE 3 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 18,600.00 680.000 20,400.00 051 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 117,200.00 117.000 5,850.00 2,344.000 117,200.00 (F) 052 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 640.00 8.000 320.00 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 27,000.00 515.000 30,900.00 054 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 40.0000 2,680.00 0.000 0.00 (F) 055 DITCH EXCAVATION M3 50.0000 900.00 16.700 835.00 056 SOIL NAIL ASSEMBLY M 70.0000 720,300.00 1,589.000 111,230.00 10,022.000 701,540.00 (S) 057 EROSION CONTROL (BLANKET) M2 6.0000 4,800.00 400.000 2,400.00 400.000 2,400.00 (S) 058 EROSION CONTROL (TYPE B) M2 15.0000 31,500.00 2,430.000 36,450.00 (S) 059 FIBER (EROSION CONTROL) KG 1.0000 1,070.00 399.300 399.30 830.300 830.30 (S) 060 TWISTED WIRE MESH DRAPERY M2 5.0000 11,050.00 2,210.000 11,050.00 (S) (EROSION CONTROL) 061 FIBER ROLLS M 16.0000 3,040.00 543.000 8,688.00 (S) 062 COMPOST (EROSION CONTROL) KG 1.0000 1,630.00 525.000 525.00 1,092.000 1,092.00 (S) 063 MOVE IN/MOVE OUT (EROSION CONTROL) EA 2,000.0000 20,000.00 1.000 2,000.00 2.000 4,000.00 (S) 064 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 14,000.00 25.120 3,516.80 51.420 7,198.80 (S) 065 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 660.00 55.830 167.49 114.830 344.49 (S) 066 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 455.00 39.200 196.00 80.500 402.50 (S) 067 200 MM CORRUGATED HIGH DENSITY M 100.0000 1,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 068 MAINTENANCE VEHICLE PULLOUT EA 10,000.0000 10,000.00 0.000 0.00 069 FINISHING SLOPE LS 20,000.0000 20,000.00 0.950 19,000.00 070 CLASS 3 AGGREGATE BASE M3 50.0000 9,000.00 180.000 9,000.00 071 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 62,000.00 125.000 25,000.00 072 ASPHALT CONCRETE TONN 50.0000 1,565,000.00 1,161.080 58,054.00 073 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 28,000.00 191.000 7,640.00 191.000 7,640.00 AREA) 074 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 1,000.00 0.000 0.00 075 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 5.0000 3,000.00 0.000 0.00 076 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 140.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 150.00 0.000 0.00 078 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 12,000.00 0.000 0.00 079 800 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 117,000.00 45.000 117,000.00 (S) PILING 080 800 MM PERMANENT STEEL CASING M 500.0000 22,500.00 45.000 22,500.00 (S) 081 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 18,000.00 4.000 18,000.00 (S) PILING (ROCK SOCKET) 082 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 100,000.00 4.040 16,160.00 25.000 100,000.00 (S) PILING 083 2.0 M PERMANENT STEEL CASING M 1,700.0000 42,500.00 25.000 42,500.00 (S) 084 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 7,000.0000 56,000.00 8.000 56,000.00 (S) PILING (ROCK SOCKET) 085 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 4,950.00 9.000 4,950.00 (F) 086 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 483,000.00 198.730 139,111.00 (F) 087 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 111,000.00 185.000 111,000.00 (F) 088 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 19,000.00 0.000 0.00 (F) (TYPE R MODIFIED) 089 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 93,600.00 11.420 13,704.00 46.020 55,224.00 (F) 090 MINOR CONCRETE (BACKFILL) M3 200.0000 34,000.00 6.690 1,338.00 68.820 13,764.00 091 ARCHITECTURAL TREATMENT M2 50.0000 120,500.00 0.000 0.00 (F) (TEXTURED SHOTCRETE) 092 ARCHITECTURAL SURFACE FINISH M2 20.0000 3,600.00 166.820 3,336.40 093 DRILL AND BOND DOWEL M 100.0000 2,900.00 30.600 3,060.00 094 REFINISH BRIDGE DECK M2 20.0000 5,600.00 28.000 560.00 095 ELASTOMERIC BEARING PADS EA 50.0000 30,300.00 150.000 7,500.00 327.000 16,350.00 (300 MM X 216 MM X 12 MM) 096 JOINT SEAL (MR 30 MM) M 350.0000 2,100.00 0.000 0.00 (S) 097 JOINT SEAL (TYPE B - MR 50 MM) M 350.0000 3,150.00 0.000 0.00 (S) 098 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 343,800.00 26,018.000 46,832.40 101,223.000 182,201.40 (SF) 099 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 93,260.00 11,199.000 22,398.00 45,605.000 91,210.00 (SF) 100 SHOTCRETE M3 600.0000 435,000.00 58.920 35,352.00 380.420 228,252.00 (F) 101 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 30,800.00 0.000 0.00 (F) 102 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 4,400.00 0.000 0.00 (SF) 103 760 MM CAST-IN-DRILLED-HOLE M 4,000.0000 16,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 920 MM CAST-IN-DRILLED-HOLE M 5,000.0000 25,000.00 12.500 62,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0.00 106 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 500.00 0.000 0.00 METHOD) 107 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 2,700.00 0.000 0.00 108 375 MM ALTERNATIVE PIPE CULVERT M 310.0000 40,300.00 125.000 38,750.00 109 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 204,000.00 30.500 10,370.00 155.500 52,870.00 110 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 350.0000 63,000.00 53.500 18,725.00 111 675 MM ALTERNATIVE PIPE CULVERT M 360.0000 18,360.00 0.000 0.00 112 375 MM SLOTTED PLASTIC LINE DRAIN M 100.0000 12,000.00 0.000 0.00 113 350 MM X 575 MM ELLIPTICAL REINFORCED M 500.0000 8,000.00 0.000 0.00 CONCRETE PIPE 114 600 MM REINFORCED CONCRETE PIPE M 320.0000 1,920.00 6.000 1,920.00 115 675 MM REINFORCED CONCRETE PIPE M 340.0000 1,020.00 0.000 0.00 116 300 MM CORRUGATED STEEL PIPE M 200.0000 4,200.00 6.000 1,200.00 (2.01 MM THICK) 117 200 MM PERFORATED PLASTIC M 150.0000 13,500.00 90.000 13,500.00 PIPE UNDERDRAIN 118 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 200.0000 8,400.00 17.000 3,400.00 20.500 4,100.00 119 JACKED 900 MM WELDED STEEL PIPE M 1,000.0000 37,000.00 0.000 0.00 (9.53 MM THICK) 120 MINOR CONCRETE (DITCH LINING) M3 1,000.0000 7,000.00 7.000 7,000.00 121 MINOR CONCRETE (GUTTER LINING) M3 1,000.0000 36,000.00 36.000 36,000.00 122 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 8,000.00 3.780 3,780.00 CONSTRUCTION) 123 MINOR CONCRETE (GUTTER) M 1,200.0000 378,000.00 27.000 32,400.00 242.000 290,400.00 (F) 124 MINOR CONCRETE (BROOM FINISH) M2 10.0000 4,900.00 198.000 1,980.00 443.000 4,430.00 125 MISCELLANEOUS IRON AND STEEL KG 5.0000 34,150.00 1,141.000 5,705.00 3,864.000 19,320.00 (SF) 126 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 205.00 0.000 0.00 (SF) 127 DELINEATOR (CLASS 1) EA 30.0000 240.00 0.000 0.00 128 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 22,500.00 0.000 0.00 (S) 129 CHAIN LINK RAILING (TYPE CL-0.9) M 50.0000 4,500.00 93.000 4,650.00 (S) 130 CONCRETE BARRIER (TYPE K) M 100.0000 194,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CABLE RAILING M 50.0000 15,900.00 0.000 0.00 (SF) 132 TERMINAL SECTION (TYPE B) EA 200.0000 400.00 0.000 0.00 (S) 133 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 0.000 0.00 (S) 134 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 10,000.00 0.000 0.00 (S) 135 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 0.000 0.00 (S) 136 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 4,200.00 0.000 0.00 (S) 137 CONCRETE BARRIER (TYPE 60D) M 130.0000 12,220.00 90.000 11,700.00 138 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 4,800.00 0.000 0.00 (S) 139 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 8,430.00 0.000 0.00 (S) 140 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,350.00 0.000 0.00 (S) 141 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,320.00 1,968.000 3,936.00 (S) 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,700.00 908.000 4,540.00 (S) 143 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 0.000 0.00 (S) 144 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.500 10,000.00 (S) 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 146 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 400.0000 14,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:30 PM ESTIMATE NO. 14 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/03 R.E. NAME: SHAHRAM MONEMZADE DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 407,838.99 4,088,246.88 ADJUSTMENT OF COMPENSATION 56.00 184,660.90 EXTRA WORK 0.00 107,013.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 407,894.99 4,379,921.03 147 MOBILIZATION LS 900,000.0000 900,000.00 0.950 855,000.00 ORIGINAL CONTRACT AMOUNT 9,113,445.00 TOTAL WORK COMPLETED 407,894.99 5,234,921.03 MATERIALS ON HAND ON SITE 121,040.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 407,894.99 5,345,961.03 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 01/29/02 370 02/13/02 02/13/02 09/12/03 228 24 0 0 55% 62% PROGRESS IS SATISFACTORY SHAHRAM MONEMZADE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/20/03