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 05/23/03 EST. NO.07 TIME 08:01 AM 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 --------------------------------------------------------------------------- 007 0001 3,250.00 E.W. @ L.S.(+) 050803 N 264 0 3,250.00 TOTAL THIS ESTIMATE 7,680.33 TOTAL PREVIOUS ESTIMATE 10,930.33 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 05/23/03 EST. NO.07 TIME 08:01 AM 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 -5,000.00 -5,000.00 LABOR COMPLIANCE VIOLATION CALIF CONCRETE -10,000.00 04 CALIF CONCRETE 10,000.00 05 0.00 0.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 08:01 AM ESTIMATE NO. 07 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 05/20/03 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 05/23/03 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 18,250.00 709.400 17,735.00 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.150 6,000.00 0.940 37,600.00 (S) 004 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 4,950.00 920.000 4,600.00 (S) 005 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 600.00 12.000 600.00 (S) 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,135.00 56.000 1,960.00 (S) 007 TEMPORARY PAVEMENT MARKER EA 5.0000 275.00 42.000 210.00 (S) 008 TEMPORARY RAILING (TYPE K) M 40.0000 23,600.00 546.000 21,840.00 (S) 009 TEMPORARY CRASH CUSHION MODULE EA 350.0000 20,300.00 50.000 17,500.00 (S) 010 REMOVE CHAIN LINK FENCE M 20.0000 15,000.00 749.000 14,980.00 (S) 011 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,600.00 107.380 2,147.60 012 REMOVE TRAFFIC STRIPE M 4.0000 840.00 168.000 672.00 013 REMOVE PAVEMENT MARKER EA 1.0000 200.00 156.000 156.00 014 REMOVE ROADSIDE SIGN EA 50.0000 50.00 0.000 0.00 015 REMOVE ASPHALT CONCRETE DIKE M 8.0000 3,120.00 390.000 3,120.00 390.000 3,120.00 016 REMOVE PIPE M 50.0000 1,600.00 11.600 580.00 12.200 610.00 017 REMOVE INLET EA 500.0000 500.00 1.000 500.00 1.000 500.00 018 REMOVE HEADWALL EA 400.0000 400.00 0.000 0.00 019 MODIFY SIGN STRUCTURE LS 4,000.0000 4,000.00 0.500 2,000.00 020 REMOVE CONCRETE CURB M 15.0000 870.00 67.300 1,009.50 021 BRIDGE REMOVAL (PORTION) LS 13,000.0000 13,000.00 1.000 13,000.00 022 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.900 36,000.00 PROGRAM CAS145 PAGE 2 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 08:01 AM ESTIMATE NO. 07 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 05/20/03 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 44,250.00 467.880 35,091.00 (AERIALLY DEPOSITED LEAD) 024 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000.00 025 STRUCTURE EXCAVATION (TYPE Z-2) M3 75.0000 40,575.00 270.580 20,293.50 (F) (AERIALLY DEPOSITED LEAD) 026 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 26,550.00 35.400 5,310.00 177.000 26,550.00 (F) 027 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 15,180.00 12.650 759.00 253.000 15,180.00 (F) 028 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 1,120.00 28.000 1,120.00 WALL) 029 IMPORTED BORROW M3 30.0000 1,410.00 0.000 0.00 030 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.460 4,600.00 (S) 031 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.000 0.00 (S) 032 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.750 37,500.00 (S) 033 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 10,200.00 34.000 5,100.00 34.000 5,100.00 034 CLASS 3 AGGREGATE BASE M3 100.0000 9,000.00 16.390 1,639.00 16.390 1,639.00 035 ASPHALT CONCRETE (TYPE B) TONN 70.0000 58,800.00 0.000 0.00 036 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 66,750.00 445.000 66,750.00 (S) PILING 037 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 87,200.00 1,088.780 87,102.40 PILING (BARRIER) 038 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 35,000.00 50.000 35,000.00 (F) 039 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 213,500.00 289.750 202,825.00 (F) 040 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 21,450.00 0.000 0.00 (F) (TYPE N) 041 CLASS 2 CONCRETE (RETAINING WALL) M3 400.0000 51,200.00 121.600 48,640.00 (F) 042 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 23,100.00 11.900 11,900.00 13.300 13,300.00 (F) 043 DRILL AND BOND DOWEL M 75.0000 8,400.00 112.000 8,400.00 044 CONCRETE CLOSURE WALL M2 250.0000 25,500.00 61.200 15,300.00 61.200 15,300.00 (F) 045 REFINISH BRIDGE DECK M2 150.0000 4,050.00 0.000 0.00 046 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 142,480.00 0.000 0.00 (SF) 047 SOUND WALL (MASONRY BLOCK) M2 200.0000 705,400.00 3,351.000 670,200.00 (SF) 048 JOINT SEAL (MR 15 MM) M 100.0000 1,500.00 0.000 0.00 (S) 049 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 102,850.00 57,475.000 97,707.50 (SF) PROGRAM CAS145 PAGE 3 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 08:01 AM ESTIMATE NO. 07 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 05/20/03 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 11,862.00 7,908.000 11,862.00 (SF) 051 BAR REINFORCING STEEL (BOX CULVERT) KG 10.0000 264.00 0.000 0.00 (SF) 052 450 MM REINFORCED CONCRETE PIPE M 250.0000 2,750.00 0.000 0.00 053 600 MM REINFORCED CONCRETE PIPE M 300.0000 4,800.00 15.000 4,500.00 15.000 4,500.00 054 450 MM CORRUGATED STEEL PIPE M 300.0000 330.00 1.100 330.00 1.100 330.00 (1.63 MM THICK) 055 600 MM CORRUGATED STEEL PIPE M 350.0000 2,450.00 7.000 2,450.00 7.000 2,450.00 (1.63 MM THICK) 056 MINOR CONCRETE (SIDEWALK) M3 350.0000 7,700.00 16.500 5,775.00 057 FRAME AND GRATE EA 200.0000 1,600.00 6.000 1,200.00 7.000 1,400.00 (SF) 058 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 2,300.00 34.500 690.00 80.500 1,610.00 (SF) 059 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 7,380.00 0.000 0.00 (S) 060 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0.00 (S) 061 CONCRETE BARRIER (TYPE 736 SV) M 280.0000 100,800.00 7.200 2,016.00 342.000 95,760.00 062 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 23,800.00 133.000 22,610.00 133.000 22,610.00 (F) 063 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,010.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 064 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 600.00 0.000 0.00 (S) 065 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 204.00 0.000 0.00 (S) 066 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 0.750 26,250.00 (S) 067 COMMUNICATION CONDUIT (BRIDGE) M 70.0000 4,900.00 21.000 1,470.00 49.000 3,430.00 (S) 068 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 0.900 2,700.00 (S) 069 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.410 10,250.00 (S) 070 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.950 28,500.00 (S) 071 COMMUNICATION PULL BOX EA 1,700.0000 3,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002104 TIME 08:01 AM ESTIMATE NO. 07 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 05/20/03 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 87,474.00 1,809,715.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,250.00 10,930.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,724.00 1,820,645.83 072 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,485,705.00 TOTAL WORK COMPLETED 90,724.00 2,060,645.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 85,724.00 2,055,645.83 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 10/09/02 240 10/24/02 10/24/02 10/28/03 133 9 0 1 81% 55% PROGRESS IS SATISFACTORY AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/03