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 10/25/16 EST. NO. 004 TIME 01:20 PM R.E. NAME: PAWAN K GARG 10-0Q2204 --------------------------------------------------------------------------- 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 10/25/16 EST. NO. 004 TIME 01:20 PM R.E. NAME: PAWAN K GARG 10-0Q2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CRUDE OIL FLUCTUATIN -125,000.00 002 DENSITY CORES -9,240.00 002 CRUDE OIL FLUCTUATIO 125,000.00 003 HMA QC 3 DAYS -3,000.00 003 0.00 -12,240.00 TOTAL DEDUCTIONS 0.00 -12,240.00 PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2204 TIME 01:20 PM ESTIMATE NO. 004 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: PAWAN K GARG DATE OF THIS ESTIMATE 10/25/16 LOCATION PROGRESS ESTIMATE 10-AMA-88-46.9/R54.7 ----------------- GEORGE REED INC. IN AMADOR COUNTY ON STATE ROUTE 88 140 EMPIRE AVE FROM 0.9 MILES EAST OF CAT CREEK MODESTO CA 95354 ROAD TO 0.1 MILES WEST OF FOSTER MEADOW ROAD AT LUMBER YARD FED. AID NO. NHP-P088(66)E AC OVERLAY AND DIGOUTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750 003 TRAFFIC CONTROL SYSTEM LS 310,000.0000 310,000.00 0.150 46,500.00 0.900 279,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,500.0000 17,500.00 0.150 2,625.00 0.900 15,750 005 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.150 3,000.00 0.900 18,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 1.000 650 007 TREATED WOOD WASTE LB 0.1000 16,200.00 128,002.000 12,800.20 161,692.000 16,169 008 REMOVE MARKER EA 5.0000 110.00 0.000 0 009 REMOVE GUARDRAIL LF 4.5000 65,700.00 11,766.000 52,947.00 14,394.000 64,773 010 REMOVE ROADSIDE SIGN EA 100.0000 4,700.00 47.000 4,700 011 REMOVE ROADSIDE SIGN EA 50.0000 50.00 1.000 50 (STRAP AND SADDLE BRACKET METHOD) 012 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 5,550.00 485.000 1,455 013 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 014 REMOVE HEADWALL EA 2,000.0000 2,000.00 1.000 2,000 015 SALVAGE SNOW POLE MARKER EA 15.0000 10,500.00 618.000 9,270 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 280,500.00 190,677.000 286,015 017 SHOULDER BACKING TON 350.0000 266,000.00 1,100.000 385,000 018 ASPHALT-RUBBER BINDER TON 887.0000 381,410.00 346.450 307,301 019 PRECOATED SCREENINGS TON 65.0000 195,000.00 2,166.650 140,832 020 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 1.000 2,500 021 HOT MIX ASPHALT (TYPE A) TON 100.0000 2,630,000.00 25,740.680 2,574,068 022 ASPHALTIC EMULSION MEMBRANE TON 775.0000 100,750.00 0.000 0 (BONDED WEARING COURSE) PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2204 TIME 01:20 PM ESTIMATE NO. 004 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: PAWAN K GARG DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DATA CORE LS 6,000.0000 6,000.00 0.500 3,000.00 1.000 6,000 024 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1000 399.00 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1000 3,822.00 0.000 0 026 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 120.0000 1,212,000.00 11,132.250 1,335,870 (BONDED WEARING COURSE) 027 TACK COAT TON 3,000.0000 33,000.00 0.000 0 028 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 200.000 2,000 (0.063"-UNFRAMED) 029 ROADSIDE SIGN - ONE POST EA 275.0000 13,750.00 50.000 13,750 030 ROADSIDE SIGN - TWO POST EA 350.0000 2,100.00 6.000 2,100 031 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 1.000 100 METHOD) 032 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,400.00 140.000 1,400 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 033 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,600.00 160.000 1,600 (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 034 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,500.00 100.000 1,500 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 035 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 2,460.00 410.000 2,460 036 STAIN GALVANIZED SURFACES LS 115,000.0000 115,000.00 0.500 57,500.00 1.000 115,000 037 36" CORRUGATED STEEL PIPE INLET LF 650.0000 10,400.00 -1.300 -845.00 14.700 9,555 (.168" THICK) 038 MISCELLANEOUS IRON AND STEEL LB 1.0000 950.00 950.000 950 (F) 039 SNOW POLE MARKER EA 55.0000 38,500.00 455.000 25,025 040 GUARD RAILING DELINEATOR EA 20.0000 10,400.00 316.000 6,320.00 516.000 10,320 041 OBJECT MARKER (TYPE L) EA 50.0000 1,100.00 0.000 0 042 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 309,600.00 10,508.000 252,192.00 12,857.000 308,568 043 END ANCHOR ASSEMBLY (TYPE CA) EA 2,500.0000 5,000.00 2.000 5,000.00 2.000 5,000 044 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 1.000 3,000.00 4.000 12,000 045 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 85,800.00 31.000 68,200.00 38.000 83,600 046 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 15,100.00 124,332.000 12,433.20 124,332.000 12,433 047 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2000 1,606.00 906.000 1,993 PROGRAM CAS145 PAGE 3 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2204 TIME 01:20 PM ESTIMATE NO. 004 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: PAWAN K GARG DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 524,672.40 6,068,508.50 ADJUSTMENT OF COMPENSATION 0.00 -217,723.39 EXTRA WORK 0.00 24,308.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 524,672.40 5,875,093.91 048 MOBILIZATION LS 375,000.0000 375,000.00 1.000 375,000 ORIGINAL CONTRACT AMOUNT 6,577,707.00 TOTAL WORK COMPLETED 524,672.40 6,250,093.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,240.00 TOTAL 524,672.40 6,237,853.91 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 07/31/15 80 06/17/16 06/17/16 10/31/16 78 0 0 0 92% 98% PROGRESS IS SATISFACTORY PAWAN K GARG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16