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 01/13/06 EST. NO.19 TIME 02:04 PM R.E. NAME: AZIMA, HASSAN 07-002104 --------------------------------------------------------------------------- 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 01/13/06 EST. NO.19 TIME 02:04 PM R.E. NAME: AZIMA, HASSAN 07-002104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -5,000.00 07 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION CALIF CONCRETE -10,000.00 04 CALIF CONCRETE 10,000.00 05 VAR PAYROLLS JUNE -10,000.00 09 VAR PAYROLLS JUNE 10,000.00 10 0.00 0.00 LIQUIDATED DAMAGES LD 99 DAYS @$600/DAY -59,400.00 15 0.00 -59,400.00 OTHER OUTSTANDING DOCUMENTS FHWA -10,000.00 15 FHWA-47 10,000.00 19 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -64,400.00 PROGRAM CAS145 PAGE 1 DATE 01/13/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 02:04 PM ESTIMATE NO. 19 BID OPENING 08/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/27/04 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 01/13/06 LOCATION FINAL ESTIMATE 07-LA-60-3.1/5.0 -------------- D.W. POWELL CONSTRUCTION INC. IN LOS ANGELES COUNTY NEAR P.O. BOX 1406 LOS ANGELES FROM 0.1 KM EAST OF FONTANA, CA 92334-1406 INDIANA STREET OVERCROSSING TO 0.1 KM EAST OF SUNOLE DRIVE UNDERCROSSING FED. AID NO. ACNH-P060(119)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 18,250.00 709.400 17,735.00 02 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 03 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 04 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 4,950.00 920.000 4,600.00 S) 05 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 600.00 12.000 600.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,135.00 56.000 1,960.00 S) 07 TEMPORARY PAVEMENT MARKER EA 5.0000 275.00 42.000 210.00 S) 08 TEMPORARY RAILING (TYPE K) M 40.0000 23,600.00 565.600 22,624.00 S) 09 TEMPORARY CRASH CUSHION MODULE EA 350.0000 20,300.00 50.000 17,500.00 S) 10 REMOVE CHAIN LINK FENCE M 20.0000 15,000.00 749.000 14,980.00 S) 11 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,600.00 130.000 2,600.00 12 REMOVE TRAFFIC STRIPE M 4.0000 840.00 168.000 672.00 13 REMOVE PAVEMENT MARKER EA 1.0000 200.00 156.000 156.00 14 REMOVE ROADSIDE SIGN EA 50.0000 50.00 1.000 50.00 15 REMOVE ASPHALT CONCRETE DIKE M 8.0000 3,120.00 390.000 3,120.00 16 REMOVE PIPE M 50.0000 1,600.00 31.200 1,560.00 17 REMOVE INLET EA 500.0000 500.00 1.000 500.00 18 REMOVE HEADWALL EA 400.0000 400.00 1.000 400.00 19 MODIFY SIGN STRUCTURE LS 4,000.0000 4,000.00 1.000 4,000.00 20 REMOVE CONCRETE CURB M 15.0000 870.00 58.000 870.00 21 BRIDGE REMOVAL (PORTION) LS 13,000.0000 13,000.00 1.000 13,000.00 22 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 2 DATE 01/13/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 02:04 PM ESTIMATE NO. 19 BID OPENING 08/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/27/04 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 01/13/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 44,250.00 489.940 36,745.50 (AERIALLY DEPOSITED LEAD) 24 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 25 STRUCTURE EXCAVATION (TYPE Z-2) M3 75.0000 40,575.00 541.000 40,575.00 F) (AERIALLY DEPOSITED LEAD) 26 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 26,550.00 177.000 26,550.00 F) 27 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 15,180.00 253.000 15,180.00 F) 28 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 1,120.00 28.000 1,120.00 WALL) 29 IMPORTED BORROW M3 30.0000 1,410.00 47.000 1,410.00 30 HIGHWAY PLANTING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 31 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 1.000 2,000.00 S) 32 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 33 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 10,200.00 68.000 10,200.00 34 CLASS 3 AGGREGATE BASE M3 100.0000 9,000.00 90.000 9,000.00 35 ASPHALT CONCRETE (TYPE B) TONN 70.0000 58,800.00 788.960 55,227.20 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 66,750.00 445.000 66,750.00 S) PILING 37 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 87,200.00 1,102.801 88,224.08 PILING (BARRIER) 38 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 35,000.00 50.000 35,000.00 F) 39 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 213,500.00 305.000 213,500.00 F) 40 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 21,450.00 39.000 21,450.00 F) (TYPE N) 41 CLASS 2 CONCRETE (RETAINING WALL) M3 400.0000 51,200.00 128.000 51,200.00 F) 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 23,100.00 23.100 23,100.00 F) 43 DRILL AND BOND DOWEL M 75.0000 8,400.00 160.000 12,000.00 44 CONCRETE CLOSURE WALL M2 250.0000 25,500.00 102.000 25,500.00 F) 45 REFINISH BRIDGE DECK M2 150.0000 4,050.00 27.000 4,050.00 46 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 142,480.00 1,096.000 142,480.00 SF) 47 SOUND WALL (MASONRY BLOCK) M2 200.0000 705,400.00 3,527.000 705,400.00 SF) 48 JOINT SEAL (MR 15 MM) M 100.0000 1,500.00 15.000 1,500.00 S) 49 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 102,850.00 60,500.000 102,850.00 SF) PROGRAM CAS145 PAGE 3 DATE 01/13/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 02:04 PM ESTIMATE NO. 19 BID OPENING 08/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/27/04 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 01/13/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 11,862.00 7,908.000 11,862.00 SF) 51 BAR REINFORCING STEEL (BOX CULVERT) KG 10.0000 264.00 26.400 264.00 SF) 52 450 MM REINFORCED CONCRETE PIPE M 250.0000 2,750.00 0.000 0.00 53 600 MM REINFORCED CONCRETE PIPE M 300.0000 4,800.00 15.000 4,500.00 54 450 MM CORRUGATED STEEL PIPE M 300.0000 330.00 1.100 330.00 (1.63 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 350.0000 2,450.00 7.000 2,450.00 (1.63 MM THICK) 56 MINOR CONCRETE (SIDEWALK) M3 350.0000 7,700.00 17.980 6,293.00 57 FRAME AND GRATE EA 200.0000 1,600.00 8.000 1,600.00 SF) 58 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 2,300.00 115.000 2,300.00 SF) 59 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 7,380.00 94.340 8,490.60 S) 60 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 1.000 800.00 S) 61 CONCRETE BARRIER (TYPE 736 SV) M 280.0000 100,800.00 360.000 100,800.00 62 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 23,800.00 140.000 23,800.00 F) 63 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,010.00 837.500 2,512.50 (BROKEN 10.98 M - 3.66 M) 64 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 600.00 132.000 660.00 S) 65 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 204.00 77.000 308.00 S) 66 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 1.000 35,000.00 S) 67 COMMUNICATION CONDUIT (BRIDGE) M 70.0000 4,900.00 70.000 4,900.00 S) 68 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000.00 S) 69 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 70 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 1.000 30,000.00 S) 71 COMMUNICATION PULL BOX EA 1,700.0000 3,400.00 2.000 3,400.00 PROGRAM CAS145 PAGE 4 DATE 01/13/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 02:04 PM ESTIMATE NO. 19 BID OPENING 08/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/27/04 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 01/13/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,231,418.88 ADJUSTMENT OF COMPENSATION 0.00 2,512.00 EXTRA WORK 0.00 59,465.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,293,396.58 72 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,485,705.00 TOTAL WORK COMPLETED 0.00 2,533,396.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -64,400.00 TOTAL 10,000.00 2,468,996.58 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 10/09/02 240 10/24/02 10/24/02 02/27/04 251 16 9 2 100% 100% AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/13/06