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 01/08/16 EST. NO. 004 TIME 09:30 AM R.E. NAME: TONY CIPPONERI 10-0K1404 --------------------------------------------------------------------------- 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 18,000.00 E.W. @ L.S.(+) 121615 N 001 0 18,000.00 TOTAL THIS ESTIMATE 17,105.00 TOTAL PREVIOUS ESTIMATE 35,105.00 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 01/08/16 EST. NO. 004 TIME 09:30 AM R.E. NAME: TONY CIPPONERI 10-0K1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 004 PER CCO 4 -93,432.04 004 -103,432.04 -103,432.04 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402F -10,000.00 004 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 004 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -118,432.04 -118,432.04 PROGRAM CAS145 PAGE 1 DATE 01/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1404 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 06/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/15 R.E. NAME: TONY CIPPONERI DATE OF THIS ESTIMATE 01/08/16 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-STA-120-0.0/4.1 ---------------------------------------- A. TEICHERT & SON, INC. DBA IN STANISLAUS COUNTY NEAR OAKDALE TEICHERT CONSTRUCTION FROM STANISLAUS COUNTY LINE TO 0.2 24207 COUNTY ROAD 100A MILE WEST OF STANISLAUS RIVER DAVIS CA 95616 BRIDGE FED. AID NO. ACNH-PP12(57)E PAVEMENT PRESERVATION (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION AREA SIGNS LS 4,300.0000 4,300.00 0.250 1,075.00 1.000 4,300 003 TRAFFIC CONTROL SYSTEM LS 57,577.0000 57,577.00 0.220 12,666.94 1.000 57,577 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,400.0000 7,400.00 0.220 1,628.00 1.000 7,400 005 JOB SITE MANAGEMENT LS 2,000.0000 2,000.00 0.220 440.00 1.000 2,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.250 250.00 1.000 1,000 007 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 008 TEMPORARY FENCE (TYPE ESA) LF 3.5000 2,975.00 850.000 2,975 009 REMOVE PAVEMENT MARKER EA 1.0000 1,220.00 1,220.000 1,220 010 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 13,755.00 7,293.000 10,939 011 RESET ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 012 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 300,250.00 121,221.000 303,052 013 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 350.0000 1,400.00 6.000 2,100 014 SHOULDER BACKING TON 20.0000 44,000.00 2,200.000 44,000 015 ASPHALT-RUBBER BINDER TON 400.0000 120,000.00 237.490 94,996 016 PRECOATED SCREENINGS TON 163.0000 350,450.00 2,083.000 339,529 017 PREPAVING INERTIAL PROFILER LS 3,000.0000 3,000.00 1.000 3,000 018 HOT MIX ASPHALT (TYPE A) TON 67.0000 1,192,600.00 -254.600 -17,058.20 16,808.060 1,126,140 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 591,300.00 6,209.730 558,875 020 SHOULDER RUMBLE STRIP STA 38.0000 15,200.00 392.000 14,896 (HMA,GROUND-IN INDENTATIONS) 021 CENTERLINE RUMBLE STRIP (HMA, GROUND-IN STA 38.0000 7,980.00 159.000 6,042 INDENTATIONS 022 DATA CORE LS 500.0000 500.00 1.000 500.00 1.000 500 PROGRAM CAS145 PAGE 2 DATE 01/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1404 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 06/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/15 R.E. NAME: TONY CIPPONERI DATE OF THIS ESTIMATE 01/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 14,892.00 6,489.000 11,031.30 6,489.000 11,031 024 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 714.00 0.000 0 025 PLACE HOT MIX ASPHALT SQYD 155.0000 3,565.00 27.500 4,262.50 27.500 4,262 (MISCELLANEOUS AREA) 026 TACK COAT TON 1,400.0000 56,000.00 1.600 2,240.00 32.880 46,032 027 DETECTABLE WARNING SURFACE SQFT 38.0000 912.00 24.000 912 028 MINOR CONCRETE (CURB RAMP) CY 1,800.0000 7,200.00 6.000 10,800 029 PRE/POST CONSTRUCTION SURVEYS EA 1,800.0000 7,200.00 4.000 7,200 030 THERMOPLASTIC PAVEMENT MARKING LF 4.0000 4,040.00 78.000 312.00 1,088.000 4,352 031 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 19,860.00 15,995.000 4,798.50 65,995.000 19,798 (SPRAYABLE) 032 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 513.00 714.000 214.20 1,714.000 514 033 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6000 3,276.00 25.000 65.00 1,255.000 3,263 034 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,660.00 1,236.000 3,708.00 1,236.000 3,708 035 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 250.0000 250.00 0.220 55.00 1.000 250 SYSTEM ELEMENTS DURING CONSTRUCTION 036 MODIFY SIGNAL LS 24,663.0000 24,663.00 0.100 2,466.30 1.000 24,663 PROGRAM CAS145 PAGE 3 DATE 01/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1404 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 06/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/15 R.E. NAME: TONY CIPPONERI DATE OF THIS ESTIMATE 01/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 29,654.54 2,721,329.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 18,000.00 35,105.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 47,654.54 2,756,434.22 037 MOBILIZATION LS 318,628.0000 318,628.00 1.000 318,628 ORIGINAL CONTRACT AMOUNT 3,186,280.00 TOTAL WORK COMPLETED 47,654.54 3,075,062.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -118,432.04 -118,432.04 TOTAL -70,777.50 2,956,630.18 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 08/11/15 50 09/14/15 09/14/15 12/17/15 44 19 0 0 100% 100% TONY CIPPONERI RESIDENT ENGINEER PROGRAM CAS145 DATE 01/08/16