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 09/27/17 EST. NO. 002 TIME 01:28 PM R.E. NAME: HISHAM ALNATOUR 06-0T7504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 23,886.50 A.C. @ L.S.(+) 090717 N 0001 0 23,886.50 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 23,886.50 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 09/27/17 EST. NO. 002 TIME 01:28 PM R.E. NAME: HISHAM ALNATOUR 06-0T7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 002 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 002 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T7504 TIME 01:28 PM ESTIMATE NO. 002 BID OPENING 02/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/17 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/27/17 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-155-11.0/17.7 ---------------------------------- MERCER FRASER COMPANY IN KERN COUNTY ABOUT 10 MILE EAST 77 WEST SECOND ST OF DELANO FROM ROUTE 65 TO 2.5 EUREKA CA 95501 MILES EAST OF RAG GULCH BRIDGE FED. AID NO. N O N E RAC OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,411.0000 1,411.00 1.000 1,411 002 CONSTRUCTION AREA SIGNS LS 3,039.0000 3,039.00 0.400 1,215.60 1.000 3,039 003 TRAFFIC CONTROL SYSTEM LS 55,432.0000 55,432.00 0.870 48,225.84 1.000 55,432 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,558.0000 4,558.00 0.870 3,965.46 1.000 4,558 005 JOB SITE MANAGEMENT LS 5,427.0000 5,427.00 0.870 4,721.49 1.000 5,427 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 705.0000 705.00 0.250 176.25 1.000 705 007 SHOULDER BACKING TON 28.0000 16,240.00 700.000 19,600.00 700.000 19,600 008 PREPAVING INERTIAL PROFILER LS 2,605.0000 2,605.00 1.000 2,605 009 PREPAVING GRINDING DAY EA 8,576.0000 25,728.00 3.000 25,728 010 HOT MIX ASPHALT (TYPE A) TON 183.0000 34,770.00 65.000 11,895.00 253.000 46,299 011 ASPHALTIC EMULSION TON 666.0000 66,600.00 76.150 50,715.90 76.150 50,715 (BONDED WEARING COURSE) 012 DATA CORE LS 4,254.0000 4,254.00 1.000 4,254.00 1.000 4,254 013 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 110.0000 781,000.00 6,963.170 765,948.70 6,963.170 765,948 (BONDED WEARING COURSE) 014 TACK COAT TON 774.0000 464.40 0.500 387.00 0.500 387 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 16,120.00 1,240.000 16,120 016 REMOVE PAVEMENT MARKER EA 0.9800 2,332.40 2,480.000 2,430.40 2,480.000 2,430 017 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,140.00 2,298.000 6,894.00 2,298.000 6,894 018 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 41,650.00 115,510.000 40,428.50 115,510.000 40,428 019 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 583.00 87.000 957.00 87.000 957 020 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 2,880.00 19,335.000 3,093.60 19,335.000 3,093 (BROKEN 36-12) 021 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 583.00 75.000 825.00 75.000 825 PROGRAM CAS145 PAGE 2 DATE 09/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T7504 TIME 01:28 PM ESTIMATE NO. 002 BID OPENING 02/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/17 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 965,733.74 1,056,858.10 ADJUSTMENT OF COMPENSATION 23,886.50 23,886.50 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 989,620.24 1,080,744.60 ORIGINAL CONTRACT AMOUNT 1,073,521.80 TOTAL WORK COMPLETED 989,620.24 1,080,744.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 969,620.24 1,060,744.60 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 05/18/17 30 08/14/17 08/14/17 09/11/17 19 1 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/27/17