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 01/25/06 EST. NO.19 TIME 07:34 AM R.E. NAME: SUBEH, MAHER 07-023124 --------------------------------------------------------------------------- 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 0029 1,391.33 E.W. @ F.A.(+) 112005 N 029 0 1,391.33 TOTAL THIS ESTIMATE 78,652.33 TOTAL PREVIOUS ESTIMATE 80,043.66 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 01/25/06 EST. NO.19 TIME 07:34 AM R.E. NAME: SUBEH, MAHER 07-023124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION %25 -26,043.25 16 SWPP VIOLATION %25 26,043.25 17 0.00 0.00 LABOR COMPLIANCE VIOLATION APRIL -10,000.00 11 APRIL 10,000.00 12 AUG -3,410.00 15 AUG 3,410.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-023124 TIME 07:34 AM ESTIMATE NO. 19 BID OPENING 04/08/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 01/25/06 LOCATION PROGRESS ESTIMATE 07-LA-5-32.7/33.9 ----------------- D W POWELL CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN P.O. BOX 1406 LOS ANGELES FROM 0.5 KM NORTH OF FONTANA, CA 92334-1406 HOLLYWOOD WAY OVERCROSSING TO 0.3 KM NORTH OF SUNLAND BOULEVARD OVERCROSSING FED. AID NO. ACIM-005 -3(35)E CONSTRUCT SOUND WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 55,000.0000 55,000.00 0.050 2,750.00 0.950 52,250.00 03 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.900 7,200.00 S) 04 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.050 4,000.00 1.000 80,000.00 S) 05 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 1,840.00 460.000 1,840.00 06 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,170.00 28.000 840.00 S) 07 TEMPORARY PAVEMENT MARKER EA 4.0000 1,280.00 320.000 1,280.00 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,500.0000 3,000.00 0.000 0.00 09 TEMPORARY RAILING (TYPE K) M 25.0000 35,000.00 9.000 225.00 1,400.000 35,000.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 300.0000 18,000.00 2.000 600.00 60.000 18,000.00 S) 11 REMOVE CHAIN LINK FENCE M 50.0000 180.00 3.600 180.00 12 REMOVE METAL BEAM GUARD RAILING M 25.0000 500.00 35.350 883.75 13 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,380.00 690.000 1,380.00 14 REMOVE PAVEMENT MARKER EA 1.0000 320.00 320.000 320.00 15 REMOVE PIPE M 250.0000 1,750.00 0.400 100.00 7.000 1,750.00 16 REMOVE INLET EA 900.0000 2,700.00 3.000 2,700.00 17 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 1.000 300.00 18 REMOVE CONCRETE CURB M 20.0000 8,200.00 1.600 32.00 410.000 8,200.00 19 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000.00 20 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 21 ROADWAY EXCAVATION M3 40.0000 33,200.00 813.600 32,544.00 22 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 46,500.00 192.400 28,860.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-023124 TIME 07:34 AM ESTIMATE NO. 19 BID OPENING 04/08/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 24 STRUCTURE EXCAVATION, RETAINING WALL M3 30.0000 12,000.00 1,576.300 47,289.00 (SOUND WALL ) 25 STRUCTURE EXCAVATION (TYPE Z-2) M3 100.0000 26,830.00 409.600 40,960.00 F) (AERIALLY DEPOSITED LEAD) 26 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 28,800.00 240.000 28,800.00 F) 27 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 23,400.00 1,768.900 114,978.50 28 IMPORTED BORROW M3 20.0000 25,600.00 1,114.800 22,296.00 29 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.100 5,000.00 1.000 50,000.00 S) 30 DECOMPOSED GRANITE M3 220.0000 13,200.00 0.000 0.00 S) 31 PLANT ESTABLISHMENT WORK LS 16,000.0000 16,000.00 0.100 1,600.00 0.100 1,600.00 S) 32 IRRIGATION SYSTEM LS 110,000.0000 110,000.00 0.100 11,000.00 1.000 110,000.00 S) 33 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 5,700.00 0.000 0.00 34 300 MM ALTERNATIVE CONDUIT M 500.0000 1,500.00 0.000 0.00 35 AGGREGATE BASE (APPROACH SLAB) M3 120.0000 240.00 2.000 240.00 36 CLASS 3 AGGREGATE BASE M3 120.0000 21,600.00 130.900 15,708.00 37 ASPHALT CONCRETE (TYPE B) TONN 60.0000 101,400.00 1,945.500 116,730.00 1,945.500 116,730.00 38 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 53,920.00 337.000 53,920.00 S) PILING 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 253,000.00 1,125.400 112,540.00 S) PILING (BARRIER) 40 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 49,400.00 52.000 49,400.00 F) 41 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 60,800.00 64.000 60,800.00 F) 42 STRUCTURE CONCRETE, RETAINING WALL M3 600.0000 102,000.00 732.800 439,680.00 (SOUND WALL) 43 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 18,000.00 15.000 18,000.00 F) (TYPE N) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 14,400.00 18.000 14,400.00 (TYPE R) 45 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 34,580.00 18.200 25,480.00 F) 46 PAVING NOTCH EXTENSION M3 4,000.0000 2,000.00 0.450 1,800.00 47 FRACTURED RIB TEXTURE M2 10.0000 2,200.00 825.900 8,259.00 48 DRILL AND BOND DOWEL M 90.0000 6,300.00 70.000 6,300.00 49 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 46,000.00 2.000 46,000.00 S) GIRDER (15 M - 20 M) PROGRAM CAS145 PAGE 3 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-023124 TIME 07:34 AM ESTIMATE NO. 19 BID OPENING 04/08/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 8,000.00 2.000 8,000.00 S) GIRDER 51 REFINISH BRIDGE DECK M2 180.0000 2,340.00 13.500 2,430.00 52 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 140.0000 398,048.00 2,843.200 398,048.00 F) 53 SOUND WALL (MASONRY BLOCK) M2 260.0000 871,078.00 3,350.300 871,078.00 F) 54 JOINT SEAL (MR 15 MM) M 140.0000 1,680.00 12.000 1,680.00 12.000 1,680.00 S) 55 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 37,000.00 14,800.000 37,000.00 SF) 56 BAR REINFORCING STEEL (RETAINING WALL) KG 2.8000 29,624.00 45,100.000 126,280.00 SF) 57 HEADED BAR REINFORCEMENT EA 20.0000 2,420.00 121.000 2,420.00 SF) 58 ASPHALT MEMBRANE WATERPROOFING M2 150.0000 450.00 3.000 450.00 3.000 450.00 SF) 59 600 MM REINFORCED CONCRETE PIPE M 270.0000 110,700.00 7.600 2,052.00 410.000 110,700.00 60 150 MM WELDED STEEL PIPE CASING M 150.0000 3,450.00 49.000 7,350.00 (BRIDGE) 61 MISCELLANEOUS IRON AND STEEL KG 2.0000 11,620.00 2.000 4.00 5,810.000 11,620.00 SF) 62 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 3,800.00 4.000 3,800.00 4.000 3,800.00 S) 63 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 1.400 2,100.00 1.400 2,100.00 S) 64 CONCRETE BARRIER (TYPE 736SV) M 440.0000 321,200.00 389.000 171,160.00 65 CONCRETE BARRIER (TYPE 736 MODIFIED) M 270.0000 37,260.00 479.000 129,330.00 F) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 690.00 610.000 915.00 610.000 915.00 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,380.00 1,121.000 1,681.50 1,121.000 1,681.50 (BROKEN 10.98 M - 3.66 M) 68 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 780.00 278.000 834.00 278.000 834.00 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 256.00 79.000 316.00 79.000 316.00 70 ELECTRICAL CONDUIT LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 S) 71 COMMUNICATION CONDUIT (BRIDGE) M 130.0000 10,530.00 81.000 10,530.00 81.000 10,530.00 SF) 72 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 1,900.00 38.000 1,900.00 38.000 1,900.00 SF) PROGRAM CAS145 PAGE 4 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-023124 TIME 07:34 AM ESTIMATE NO. 19 BID OPENING 04/08/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 170,599.50 3,641,330.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,391.33 80,043.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 171,990.83 3,721,374.41 73 MOBILIZATION LS 360,000.0000 360,000.00 1.000 360,000.00 ORIGINAL CONTRACT AMOUNT 3,675,896.00 TOTAL WORK COMPLETED 171,990.83 4,081,374.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 171,990.83 4,081,374.41 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 04/29/04 330 05/14/04 05/14/04 07/31/06 254 43 0 127 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SUBEH, MAHER RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 01/25/06