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 10/23/03 EST. NO.13 TIME 07:35 AM R.E. NAME: SUBEH, MAHER 07-2178U4 --------------------------------------------------------------------------- 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 10/23/03 EST. NO.13 TIME 07:35 AM R.E. NAME: SUBEH, MAHER 07-2178U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ADMIN DEDUCT -550.00 12 0.00 -550.00 LABOR COMPLIANCE VIOLATION ACACIA, B&D, CGO -10,000.00 09 ACACIA, B&D, CGO 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 -550.00 PROGRAM CAS145 PAGE 1 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2178U4 TIME 07:35 AM ESTIMATE NO. 13 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 10/23/03 LOCATION PROGRESS ESTIMATE 07-LA-134-6.1/6.8 ----------------- J. MCLOUGHLIN IN LOS ANGELES COUNTY IN GLENDALE ENGINEERING CO., INC. FROM 0.2 KM WEST OF CONCORD AVENUE 10722 ARROW RTE, STE 716 UNDERCROSSING TO 0.1 KM EAST OF RANCHO CUCAMONGA, CA 91730 COLUMBUS AVENUE PEDESTRIAN OVERCROSSING FED. AID NO. ACNH-P134(29)E CONSTRUCT SOUNDWALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.800 6,800.00 S) 02 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.085 10,200.00 0.850 102,000.00 S) 03 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 1,160.00 53.000 1,060.00 S) 04 TEMPORARY RAILING (TYPE K) M 40.0000 67,600.00 1,700.670 68,026.80 S) 05 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 70.000 21,000.00 S) 06 REMOVE METAL BEAM GUARD RAILING M 12.0000 8,400.00 694.520 8,334.24 S) 07 REMOVE ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 08 REMOVE ASPHALT CONCRETE DIKE M 6.0000 7,920.00 1,077.900 6,467.40 09 REMOVE PIPE M 90.0000 990.00 11.000 990.00 10 REMOVE INLET EA 1,000.0000 4,000.00 4.000 4,000.00 11 RECONSTRUCT METAL BEAM GUARD RAILING M 255.0000 5,865.00 0.000 0.00 S) 12 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 13 ROADWAY EXCAVATION M3 80.0000 70,400.00 832.730 66,618.40 14 ROADWAY EXCAVATION (TYPE Y) M3 80.0000 29,600.00 343.750 27,500.00 (AERIALLY DEPOSITED LEAD) 15 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 16 STRUCTURE EXCAVATION (TYPE Y) M3 100.0000 3,200.00 32.000 3,200.00 F) (AERIALLY DEPOSITED LEAD) 17 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 1,400.00 0.000 0.00 F) 18 HIGHWAY PLANTING LS 16,000.0000 16,000.00 0.000 0.00 S) 19 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 S) 20 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.200 12,000.00 S) 21 EXTEND 150 MM CONDUIT M 200.0000 14,400.00 24.000 4,800.00 S) 22 CLASS 3 AGGREGATE BASE M3 250.0000 23,000.00 13.500 3,375.00 40.862 10,215.50 PROGRAM CAS145 PAGE 2 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2178U4 TIME 07:35 AM ESTIMATE NO. 13 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ASPHALT CONCRETE (TYPE B) TONN 115.0000 83,950.00 318.090 36,580.35 318.090 36,580.35 24 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,500.00 0.000 0.00 AREA) 25 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 20.0000 1,200.00 0.000 0.00 26 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 428,000.00 5,274.950 421,996.00 S) PILING (BARRIER) 27 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 20,000.00 62.650 25,060.00 S) PILING (BARRIER) 28 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 8,500.00 8.500 4,250.00 F) 29 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 16,800.00 11.720 16,408.00 F) 30 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 170.0000 686,800.00 0.000 0.00 F) 31 SOUND WALL (MASONRY BLOCK) M2 250.0000 35,750.00 0.000 0.00 F) 32 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7,297.00 5,609.000 5,609.00 SF) 33 METAL (WALL MOUNTED SIGN) EA 1,500.0000 1,500.00 0.000 0.00 34 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0.00 METHOD) 35 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 36 600 MM REINFORCED CONCRETE PIPE M 110.0000 1,430.00 12.100 1,331.00 37 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 0.000 0.00 S) 38 TERMINAL SYSTEM (TYPE ET) EA 3,200.0000 9,600.00 0.000 0.00 S) 39 CONCRETE BARRIER (TYPE 736SV) M 325.0000 474,500.00 1,370.070 445,272.75 40 CONCRETE BARRIER (TYPE 736SV MOD) M 450.0000 6,300.00 16.700 7,515.00 41 LIGHTING (TEMPORARY) LS 51,000.0000 51,000.00 0.900 45,900.00 S) 42 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 2,400.0000 2,400.00 0.000 0.00 S) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 125,000.0000 125,000.00 0.804 100,500.00 S) PROGRAM CAS145 PAGE 3 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2178U4 TIME 07:35 AM ESTIMATE NO. 13 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: SUBEH, MAHER DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,155.35 1,536,934.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 4,819.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,155.35 1,541,753.71 44 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,760,762.00 TOTAL WORK COMPLETED 50,155.35 1,781,753.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -550.00 TOTAL 50,155.35 1,781,203.71 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 10/01/02 290 10/17/02 00/00/00 04/30/04 268 15 0 32 63% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING DEF CCO DAYS SUBEH, MAHER RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/23/03