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 03/26/03 EST. NO.18 TIME 10:44 AM R.E. NAME: TEHRANI, ALIREZA 08-4221U4 --------------------------------------------------------------------------- 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 0026 724.66 E.W. @ F.A.(+) 012703 N 0306.0 0027 4,010.21 102902 N 320.00 0028 2,504.98 022503 N 317.00 013 0021 3,247.94 E.W. @ F.A.(+) 011403 N 294.10 0023 6,138.96 011603 N 296 0 0024 1,286.14 011703 N 297.00 0026 573.36 012103 N 299.00 0027 443.39 012203 N 300.00 0028 261.32 012803 N 302.00 0029 1,655.61 012903 N 303 0 0033 1,651.86 011503 N 295.10 018 0002 983.20 E.W. @ U.P (+) 021703 N 0291.1 021 0022 972.56 E.W. @ F.A.(+) 102302 N 0208.2 24,454.19 TOTAL THIS ESTIMATE 1,376,094.99 TOTAL PREVIOUS ESTIMATE 1,400,549.18 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 03/26/03 EST. NO.18 TIME 10:44 AM R.E. NAME: TEHRANI, ALIREZA 08-4221U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF CC SS 90-2.02 -93.60 04 NON-COMPLIANCE AGGRE -214.92 09 #74: SPEC. 49-6.02 -5,000.00 17 #88: SPEC. 55-4.02 -5,000.00 17 STD. SPEC. 90-2.02 -1,800.00 17 STD. SPEC. 90-2.02 -1,217.50 18 -1,217.50 -13,326.02 TOTAL DEDUCTIONS -1,217.50 -13,326.02 PROGRAM CAS145 PAGE 1 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 LOCATION PROGRESS ESTIMATE 08-RIV-91-17.4/21.6 ----------------- F.C.I. CONSTRUCTORS IN RIVERSIDE COUNTY IN RIVERSIDE 3439 A. ARLINGTON AVENUE FROM BROCKTON AVENUE UNDERCROSSING RIVERSIDE, CA 92506 TO ROUTE 60/91 SEPARATION FED. AID NO. ACNH-P091(105)E PAVEMENT REHABILITATION AND FIBER ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,075,000.00 19.000 47,500.00 278.000 695,000.00 003 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.053 3,975.00 0.848 63,600.00 005 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.053 2,385.00 0.848 38,160.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 433,000.0000 433,000.00 0.053 22,949.00 0.848 367,184.00 (S) 007 TYPE II BARRICADE EA 60.0000 1,500.00 38.000 2,280.00 (S) 008 TYPE III BARRICADE EA 180.0000 1,440.00 4.000 720.00 6.000 1,080.00 (S) 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 23,820.00 22,971.000 13,782.60 51,972.700 31,183.62 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 15,750.00 85.000 3,825.00 478.000 21,510.00 (S) 011 FLASHING BEACON (PORTABLE) EA 1,700.0000 6,800.00 0.200 340.00 3.400 5,780.00 (S) 012 TEMPORARY PAVEMENT MARKER EA 2.0000 30,000.00 4,180.000 8,360.00 14,229.000 28,458.00 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 11,500.0000 46,000.00 0.210 2,415.00 3.360 38,640.00 (S) 014 FLASHING ARROW SIGN EA 4,500.0000 4,500.00 0.050 225.00 0.800 3,600.00 (S) 015 TEMPORARY RAILING (TYPE K) M 15.5000 333,250.00 2,438.400 37,795.20 13,592.950 210,690.73 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 130.000 39,000.00 (S) 017 TEMPORARY TRAFFIC SCREEN M 4.0000 82,400.00 2,231.130 8,924.52 8,129.230 32,516.92 (S) 018 REMOVE TERMINAL SECTION EA 405.0000 8,910.00 1.000 405.00 019 REMOVE FLARED END SECTION EA 500.0000 3,000.00 2.000 1,000.00 020 REMOVE TRAFFIC STRIPE M 1.2500 50,875.00 10,791.000 13,488.75 44,824.160 56,030.20 021 REMOVE PAVEMENT MARKER EA 0.3000 4,080.00 4,129.000 1,238.70 18,360.000 5,508.00 022 REMOVE ASPHALT CONCRETE M2 1.3000 15,340.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE M 3.0000 16,050.00 0.000 0.00 024 REMOVE INLET EA 4,000.0000 4,000.00 0.000 0.00 025 REMOVE DOWNDRAIN M 90.0000 10,800.00 0.000 0.00 026 SALVAGE METAL BEAM GUARD RAILING M 20.0000 65,600.00 2,593.980 51,879.60 (S) 027 SALVAGE DOUBLE METAL BEAM BARRIER M 24.0000 74,640.00 3,094.440 74,266.56 (S) 028 RECONSTRUCT CHAIN LINK FENCE M 57.0000 6,840.00 0.000 0.00 (S) 029 RESET MARKERS AND DELINEATORS EA 85.0000 1,105.00 0.000 0.00 030 RESET ROADSIDE SIGN (BARRIER MOUNTED) EA 375.0000 1,125.00 0.000 0.00 031 RESET SIGN STRUCTURE EA 5,000.0000 10,000.00 0.500 2,500.00 (S) 032 RELOCATE SIGN STRUCTURE EA 2,700.0000 8,100.00 1.000 2,700.00 (S) 033 MODIFY INLET EA 400.0000 10,400.00 2.000 800.00 22.000 8,800.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7600 24,700.00 0.000 0.00 (S) (45 MM MAXIMUM) 035 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 6,620.00 0.000 0.00 (S) (60 MM MAXIMUM) 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 10,110.00 0.000 0.00 (S) (90 MM MAXIMUM) 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 16,175.00 0.000 0.00 (S) (150 MM MAXIMUM) 038 REMOVE CONCRETE M3 58.0000 2,668.00 0.000 0.00 039 REMOVE RAILING M 210.0000 2,520.00 0.000 0.00 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 37,000.0000 37,000.00 0.500 18,500.00 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.500 17,500.00 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 043 CLEARING AND GRUBBING LS 27,000.0000 27,000.00 0.950 25,650.00 044 ROADWAY EXCAVATION M3 16.5000 433,950.00 8,821.440 145,553.76 045 ROADWAY EXCAVATION (TYPE Y) M3 13.7000 35,346.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 046 LEAD COMPLIANCE PLAN LS 29,000.0000 29,000.00 1.000 29,000.00 047 SHOULDER BACKING STA 925.0000 12,950.00 0.000 0.00 048 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 23,600.00 295.000 11,800.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 104.0000 262,080.00 1,460.000 151,840.00 (F) PROGRAM CAS145 PAGE 3 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 16,900.00 130.000 8,450.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 65,800.00 1,532.000 30,640.00 (F) 052 PERVIOUS BACKFILL MATERIAL (RETAINING M3 1.0000 260.00 130.000 130.00 (F) WALL) 053 HIGHWAY PLANTING LS 58,000.0000 58,000.00 0.030 1,740.00 (S) 054 TRANSPLANT PALM TREE LS 10,000.0000 10,000.00 0.000 0.00 (S) 055 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0.00 (S) 056 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.200 3,200.00 (S) 057 MAINTENANCE VEHICLE PULLOUT EA 3,800.0000 3,800.00 0.000 0.00 058 CLASS 2 AGGREGATE SUBBASE M3 45.0000 320,400.00 3,713.338 167,100.21 059 CLASS 2 AGGREGATE BASE M3 60.0000 13,200.00 0.000 0.00 060 AGGREGATE BASE (APPROACH SLAB) M3 175.0000 6,825.00 14.450 2,528.75 061 LEAN CONCRETE BASE M3 82.0000 410,820.00 2,456.110 201,401.02 062 REPLACE ASPHALT CONCRETE SURFACING M3 247.0000 27,170.00 0.000 0.00 063 ASPHALT CONCRETE (TYPE A) TONN 44.0000 651,200.00 6,014.570 264,641.08 064 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.6500 8,665.50 0.000 0.00 065 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6500 636.00 0.000 0.00 066 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.6500 424.00 0.000 0.00 067 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6500 3,047.50 0.000 0.00 068 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6500 1,590.00 0.000 0.00 069 CONCRETE PAVEMENT M3 95.0000 835,050.00 332.080 31,547.60 4,964.324 471,610.78 070 CONCRETE PAVEMENT (RAMP TERMINI) M3 75.0000 38,250.00 0.000 0.00 071 REPLACE CONCRETE PAVEMENT M3 250.0000 2,295,000.00 518.010 129,502.50 4,157.660 1,039,415.00 072 SEAL PAVEMENT JOINT M 5.7500 152,375.00 3,548.000 20,401.00 3,548.000 20,401.00 073 GRIND EXISTING CONCRETE M2 4.5000 375,750.00 2,100.000 9,450.00 20,966.640 94,349.88 (S) PAVEMENT 074 FURNISH PILING (CLASS 900)(ALT "W") M 70.0000 125,720.00 810.000 56,700.00 075 DRIVE PILE (CLASS 900)(ALT "W") EA 700.0000 170,100.00 113.000 79,100.00 (S) 076 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 29,750.00 45.000 15,750.00 (F) PROGRAM CAS145 PAGE 4 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 302,500.00 153.000 168,300.00 (F) 078 STRUCTURAL CONCRETE, RETAINING WALL M3 390.0000 370,500.00 478.230 186,509.70 (F) 079 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 54,000.00 27.000 27,000.00 (F) (TYPE N MODIFIED) 080 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 214,500.00 28.270 15,548.50 331.880 182,534.00 (TYPE R MODIFIED) 081 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 58,000.00 31.380 31,380.00 (F) 082 DRILL AND BOND DOWEL M 104.0000 9,360.00 24.320 2,529.28 083 RETAINING WALL (MASONRY WALL) M2 260.0000 59,800.00 52.000 13,520.00 084 JOINT SEAL (MR 30 MM) M 110.0000 11,000.00 0.000 0.00 (S) 085 JOINT SEAL (MR 15 MM) M 83.0000 8,300.00 0.000 0.00 (SF) 086 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 40,040.00 19,840.000 21,824.00 (SF) 087 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 90,900.00 51,734.000 51,734.00 (S) 088 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 221,480.00 39,550.000 110,740.00 (F) 089 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.4000 189,840.00 39,550.000 94,920.00 (SF) 090 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 19,600.00 5.000 7,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 091 INSTALL SIGN OVERLAY EA 1,000.0000 2,000.00 0.000 0.00 092 CLEAN AND PAINT STRUCTURAL STEEL LS 113,350.0000 113,350.00 0.000 0.00 (S) 093 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 680.0000 707,200.00 22.000 14,960.00 (S) 094 WORK AREA MONITORING LS 68,000.0000 68,000.00 0.500 34,000.00 (S) 095 300 MM REINFORCED CONCRETE PIPE M 250.0000 500.00 0.000 0.00 096 450 MM REINFORCED CONCRETE PIPE M 360.0000 10,800.00 14.600 5,256.00 14.600 5,256.00 097 600 MM REINFORCED CONCRETE PIPE M 250.0000 130,000.00 483.800 120,950.00 098 450 MM BITUMINOUS COATED CORRUGATED M 460.0000 5,520.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 099 525 MM BITUMINOUS COATED CORRUGATED M 365.0000 5,110.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 100 600 MM BITUMINOUS COATED CORRUGATED M 510.0000 1,020.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 101 450 MM BITUMINOUS COATED SLOTTED M 112.0000 222,880.00 945.900 105,940.80 CORRUGATED STEEL PIPE (2.01 MM THICK) 102 525 MM BITUMINOUS COATED SLOTTED M 150.0000 34,500.00 54.800 8,220.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 103 600 MM BITUMINOUS COATED SLOTTED M 170.0000 51,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) PROGRAM CAS145 PAGE 5 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 21,600.00 0.000 0.00 (1.63 MM THICK) 105 450 MM CORRUGATED STEEL PIPE RISER M 1,220.0000 14,640.00 9.700 11,834.00 (2.01 MM THICK) 106 300 MM BITUMINOUS COATED STEEL EA 300.0000 1,500.00 0.000 0.00 FLARED END SECTION 107 ROCK SLOPE PROTECTION M3 44.0000 220.00 0.000 0.00 (FACING, METHOD B) 108 MISCELLANEOUS IRON AND STEEL KG 1.0000 7,600.00 0.000 0.00 (SF) 109 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 840.00 420.000 420.00 (SF) 110 METAL BEAM GUARD RAILING (WOOD POST) M 63.0000 105,210.00 243.840 15,361.92 243.840 15,361.92 (S) 111 CONCRETE BARRIER (TYPE 25) M 150.0000 73,200.00 244.000 36,600.00 (F) 112 TERMINAL SECTION (TYPE B) EA 65.0000 975.00 4.000 260.00 4.000 260.00 (S) 113 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 23,400.00 3.000 7,800.00 3.000 7,800.00 (S) 114 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,500.00 3.000 1,500.00 3.000 1,500.00 (S) 115 CONCRETE BARRIER (TYPE 60) M 92.0000 56,120.00 0.000 0.00 116 CONCRETE BARRIER (TYPE 60S) M 85.0000 75,650.00 0.000 0.00 117 CONCRETE BARRIER (TYPE 60SC) M 106.0000 308,460.00 0.000 0.00 118 CONCRETE BARRIER (TYPE 60SE) M 412.0000 82,400.00 27.300 11,247.60 27.300 11,247.60 119 CONCRETE BARRIER (TYPE 60SAR) M 130.0000 13,910.00 0.000 0.00 (F) 120 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 4,200.00 0.000 0.00 (S) 121 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 21,250.00 0.000 0.00 (S) (SPRAYABLE) 122 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 8,910.00 0.000 0.00 (S) 123 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 6,006.00 0.000 0.00 (S) 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 5,692.50 0.000 0.00 (S) 125 PAVEMENT MARKER EA 15.0000 10,500.00 0.000 0.00 (S) (RETROREFLECTIVE-RECESSED) 126 LIGHTING AND SIGN ILLUMINATION LS 56,000.0000 56,000.00 0.478 26,768.00 (S) 127 COMMUNICATION CONDUIT (BRIDGE) LS 42,000.0000 42,000.00 1.000 42,000.00 (S) 128 MODIFY VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.365 8,760.00 (S) (LOCATION 1) 129 MODIFY VEHICLE DETECTION SYSTEM LS 33,000.0000 33,000.00 0.456 15,048.00 (S) (LOCATION 2) 130 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 15,000.0000 15,000.00 0.000 0.00 (S) ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.195 7,800.00 (S) (LOCATION 1) 132 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.134 3,618.00 (S) (LOCATION 2) 133 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.037 1,295.00 0.202 7,070.00 (S) (LOCATION 3) 134 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.055 1,705.00 (S) (LOCATION 4) 135 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.012 360.00 (S) (LOCAITON 1) 136 MODIFY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 0.464 7,424.00 (S) (LOCATION 2) 137 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.135 3,780.00 (S) (LOCATION 3) 138 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.480 4,800.00 (S) (LOCATION 4) 139 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.170 4,250.00 (S) (LOCATION 5) 140 MODIFY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.015 510.00 (S) (LCOATION 6) 141 MODIFY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 0.000 0.00 (S) (LOCATION 7) 142 MODIFY COMMUNICATION HUB ASSEMBLY LS 40,000.0000 40,000.00 0.000 0.00 (S) 143 MODIFY TRANSPORTATION MANAGEMENT LS 28,000.0000 28,000.00 0.000 0.00 (S) CENTER 144 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 10:44 AM ESTIMATE NO. 18 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 417,893.89 6,051,633.41 ADJUSTMENT OF COMPENSATION 0.00 57,702.02 EXTRA WORK 24,454.19 1,342,847.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 442,348.08 7,452,182.59 145 MOBILIZATION LS 1390,000.0000 1,390,000.00 0.050 69,500.00 1.000 1,390,000.00 ORIGINAL CONTRACT AMOUNT 14,972,760.50 TOTAL WORK COMPLETED 511,848.08 8,842,182.59 MATERIALS ON HAND ON SITE 210,217.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,217.50 -13,326.02 TOTAL 510,630.58 9,039,074.40 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 11/07/01 680 11/23/01 11/23/01 01/06/04 278 49 17 29 55% 56% PROGRESS IS SATISFACTORY TEHRANI, ALIREZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/26/03