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 11/08/05 EST. NO.23 TIME 02:51 PM R.E. NAME: AZIMA, HASSAN 07-101964 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0020 478.61 E.W. @ F.A.(+) 072204 N 19 0 015 0001 8,853.06 A.C. @ L.S.(+) 110405 N 01 0 9,331.67 TOTAL THIS ESTIMATE 166,672.37 TOTAL PREVIOUS ESTIMATE 176,004.04 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 11/08/05 EST. NO.23 TIME 02:51 PM R.E. NAME: AZIMA, HASSAN 07-101964 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10 DAYS OVERRN @4800 -48,000.00 14 OVERRUN DAYS@4800.00 48,000.00 15 ADJUSTMENT ITEM #43 -4,325.38 19 ADJUSTMENT ITEM #43 4,325.38 20 0.00 0.00 LABOR COMPLIANCE VIOLATION ACL & L JOHNSON -2,000.00 20 ACL & L. JOHNSON 2,000.00 21 0.00 0.00 LIQUIDATED DAMAGES 22 OVERRUN DAYS@4800 -105,600.00 13 OVERRUN DAYS@4800.00 105,600.00 15 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/08/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:51 PM ESTIMATE NO. 23 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/02/05 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 11/08/05 LOCATION FINAL ESTIMATE 07-LA-101-11.5/12.0 -------------- BRUTOCO ENGINEERING AND CONST. IN LOS ANGELES COUNTY IN LOS P.O. BOX 429 ANGELES FROM VINELAND AVENUE TO FONTANA, CA 92334 0.3 KM NORTH OF TUJUNGA AVENUE UNDERCROSSING FED. AID NO. ACNH-Q101(42)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000.00 02 TIME-RELATED OVERHEAD LS 150,000.0000 150,000.00 1.000 150,000.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 1.000 45,000.00 05 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 151,000.0000 151,000.00 1.000 151,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 17,145.00 3,745.000 16,852.50 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,765.00 76.000 2,660.00 S) 09 TEMPORARY PAVEMENT MARKER EA 3.5000 5,005.00 1,556.000 5,446.00 S) 10 TEMPORARY RAILING (TYPE K) EA 24.0000 73,440.00 2,975.000 71,400.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 25,200.00 182.000 54,600.00 S) 12 JACKING SUPERSTRUCTURE LS 12,000.0000 12,000.00 1.000 12,000.00 13 ABANDON PIPE M 80.0000 5,200.00 64.100 5,128.00 14 REMOVE METAL BEAM GUARD RAILING M 20.0000 10,400.00 490.000 9,800.00 S) 15 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.2500 1,192.50 538.000 1,210.50 S) STRIPE 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 5,595.00 3,770.000 5,655.00 S) 17 REMOVE PAVEMENT MARKER EA 1.0000 1,360.00 2,110.000 2,110.00 S) 18 REMOVE ROADSIDE SIGN EA 300.0000 2,100.00 7.000 2,100.00 19 REMOVE SIGN STRUCTURE EA 7,000.0000 7,000.00 1.000 7,000.00 20 REMOVE PIPE M 270.0000 5,670.00 20.400 5,508.00 21 REMOVE INLET EA 2,000.0000 14,000.00 7.000 14,000.00 22 RECONSTRUCT CHAIN LINK FENCE M 340.0000 2,720.00 10.000 3,400.00 PROGRAM CAS145 PAGE 2 DATE 11/08/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:51 PM ESTIMATE NO. 23 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/02/05 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 11/08/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 132.0000 6,336.00 49.000 6,468.00 S) (WOOD POST) 24 RESET ROADSIDE SIGN EA 400.0000 800.00 2.000 800.00 25 RELOCATE ROADSIDE SIGN EA 800.0000 800.00 1.000 800.00 26 REMOVE CONCRETE CURB M 20.0000 15,800.00 1,068.000 21,360.00 27 REMOVE SIDEWALK M3 2,500.0000 1,250.00 0.500 1,250.00 28 CAP INLET EA 1,500.0000 9,000.00 6.000 9,000.00 29 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 30 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 31 ROADWAY EXCAVATION M3 80.0000 71,200.00 890.000 71,200.00 32 ROADWAY EXCAVATION (TYPE Y) M3 17.0000 14,960.00 880.000 14,960.00 (AERIALLY DEPOSITED LEAD) 33 ROADWAY EXCAVATION (TYPE Z-2) M3 130.0000 24,700.00 145.000 18,850.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 7,800.00 65.000 7,800.00 F) 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 66,360.00 1,106.000 66,360.00 F) 37 STRUCTURE EXCAVATION (TYPE Y) M3 12.0000 24,744.00 2,062.000 24,744.00 F) (AERIALLY DEPOSITED LEAD) 38 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 11,925.00 265.000 11,925.00 F) 39 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 74,118.00 3,369.000 74,118.00 F) 40 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 16,740.00 279.000 16,740.00 F) WALL) 41 HIGHWAY PLANTING LS 49,000.0000 49,000.00 1.000 49,000.00 S) 42 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000.00 S) 43 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 1.000 155,000.00 S) 44 ASPHALT CONCRETE (TYPE B) TONN 65.0000 189,800.00 3,149.010 204,685.65 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 58.0000 2,552.00 44.000 2,552.00 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 84,360.00 703.000 84,360.00 S) PILING 47 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 215.0000 6,880.00 61.600 13,244.00 S) PILING 48 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 274,550.00 3,215.800 273,343.00 PILING (BARRIER) 49 PRESTRESSING CAST-IN-PLACE CONCRETE LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/08/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:51 PM ESTIMATE NO. 23 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/02/05 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 11/08/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 25,200.00 63.000 25,200.00 F) 51 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 60,600.00 101.000 60,600.00 F) 52 STRUCTURAL CONCRETE, RETAINING WALL M3 540.0000 617,760.00 1,144.000 617,760.00 F) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 13,300.00 14.000 13,300.00 F) (TYPE N) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 55,350.00 36.900 55,350.00 F) 55 MINOR CONCRETE (BACKFILL) M3 165.0000 2,145.00 13.000 2,145.00 56 FRACTURED RIB TEXTURE M2 70.0000 60,900.00 870.000 60,900.00 F) 57 DRILL AND BOND DOWEL M 86.0000 3,354.00 48.000 4,128.00 58 REFINISH BRIDGE DECK M2 230.0000 3,910.00 20.210 4,648.30 59 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 115.0000 473,800.00 4,120.000 473,800.00 F) 60 JOINT SEAL (MR 30 MM) M 425.0000 2,550.00 8.610 3,659.25 61 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 46,200.00 15,400.000 46,200.00 SF) 62 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3000 124,077.20 95,444.000 124,077.20 SF) 63 HEADED BAR REINFORCEMENT EA 30.0000 5,520.00 196.000 5,880.00 S) 64 FURNISH SIGN STRUCTURE (TRUSS) KG 5.7000 67,584.90 11,857.000 67,584.90 F) 65 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 4,149.95 11,857.000 4,149.95 SF) 66 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 16,800.00 14.000 16,800.00 SF)CONCRETE PILE (SIGN FOUNDATION) 67 ROADSIDE SIGN (SOUNDWALL MOUNTED) EA 2,500.0000 7,500.00 3.000 7,500.00 68 METAL (WALL MOUNTED SIGN) EA 500.0000 500.00 1.000 500.00 69 ROADSIDE SIGN - ONE POST EA 495.0000 3,960.00 8.000 3,960.00 70 INSTALL SIGN PANEL ON BRIDGE EA 1,260.0000 2,520.00 2.000 2,520.00 71 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 3.000 270.00 METHOD) 72 600 MM REINFORCED CONCRETE PIPE M 215.0000 23,650.00 108.300 23,284.50 73 600 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 74 MINOR CONCRETE (DITCH LINING) M3 630.0000 9,450.00 13.000 8,190.00 75 MINOR CONCRETE (SIDEWALK) M3 3,500.0000 1,750.00 0.500 1,750.00 76 MISCELLANEOUS IRON AND STEEL KG 5.0000 12,920.00 2,584.000 12,920.00 SF) PROGRAM CAS145 PAGE 4 DATE 11/08/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:51 PM ESTIMATE NO. 23 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/02/05 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 11/08/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 3,570.00 34.000 3,570.00 S) 78 TERMINAL SECTION (TYPE B) EA 315.0000 630.00 2.000 630.00 S) 79 END SECTION EA 355.0000 710.00 2.000 710.00 S) 80 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 380.0000 760.00 2.000 760.00 S) 81 CRASH CUSHION (REACT 9SCBS) EA 56,500.0000 56,500.00 1.000 56,500.00 S) 82 CONCRETE BARRIER (TYPE 736 SV) M 343.0000 305,270.00 890.000 305,270.00 83 CONCRETE BARRIER (TYPE 736 SV MOD) M 500.0000 4,000.00 8.000 4,000.00 84 CONCRETE BARRIER (TYPE 736A MODIFIED) M 245.0000 80,115.00 327.000 80,115.00 F) 85 CONCRETE BARRIER (TYPE 736 MODIFIED) M 244.0000 7,808.00 32.000 7,808.00 F) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,612.50 2,141.000 1,605.75 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,550.00 738.000 1,845.00 S) 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 1,777.50 765.000 1,721.25 S) (BROKEN 3.66 M - 0.92 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 2,422.50 3,292.000 2,469.00 S) (BROKEN 10.98 M - 3.66 M) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 135.00 140.000 105.00 S) (BROKEN 5.18 M - 2.14 M) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,820.00 904.000 1,808.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 1,725.00 577.000 2,163.75 S) 93 LIGHTING (TEMPORARY) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 94 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 130,000.0000 130,000.00 1.000 130,000.00 S) 95 MODIFY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 1.000 6,000.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 94,000.0000 94,000.00 1.000 94,000.00 S) 97 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 1.000 8,000.00 S) PROGRAM CAS145 PAGE 5 DATE 11/08/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:51 PM ESTIMATE NO. 23 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/02/05 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 11/08/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,187,787.50 ADJUSTMENT OF COMPENSATION 8,853.06 28,492.02 EXTRA WORK 478.61 147,512.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,331.67 4,363,791.54 98 MOBILIZATION LS 430,000.0000 430,000.00 1.000 430,000.00 ORIGINAL CONTRACT AMOUNT 4,567,794.05 TOTAL WORK COMPLETED 9,331.67 4,793,791.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 9,331.67 4,793,791.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/17/03 255 11/03/03 11/03/03 03/02/05 272 59 30 0 100% 100% AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/08/05