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 11/20/15 EST. NO. 003 TIME 05:54 AM R.E. NAME: ARSHAD, MIAN 04-3E3904 --------------------------------------------------------------------------- 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 11/20/15 EST. NO. 003 TIME 05:54 AM R.E. NAME: ARSHAD, MIAN 04-3E3904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LC OPENING 10-8 -8,000.00 002 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3E3904 TIME 05:54 AM ESTIMATE NO. 003 BID OPENING 05/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 11/20/15 LOCATION RERUN PROGRESS ESTIMATE 04-CC-4-0.0/4.9 ----------------------- GRANITE ROCK COMPANY IN CONTRA COSTA COUNTY IN AND NEAR 120 GRANITE ROCK WAY HERCULES FROM SAN PABLO AVENUE TO SAN JOSE CA 95136 CUMMINGS SKYWAY OVERCROSSING FED. AID NO. N O N E RESURFACING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,125 002 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500 003 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 -0.150 -16,500.00 0.400 44,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 -0.150 -750.00 0.400 2,000 005 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 -0.150 -375.00 0.400 1,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 007 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 9,520.00 26.000 3,640.00 68.000 9,520 008 STREET SWEEPING LS 15,000.0000 15,000.00 -0.150 -2,250.00 0.400 6,000 009 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 010 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 29,400.00 2,784.000 5,568.00 2,784.000 5,568 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 266,900.00 54,331.200 92,363.04 63,218.200 107,470 012 REMOVE CONCRETE CY 1,500.0000 12,000.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 013 SHOULDER BACKING TON 90.0000 13,500.00 0.000 0 014 CRACK TREATMENT LNMI 9,900.0000 49,500.00 0.000 0 015 HOT MIX ASPHALT (TYPE A) TON 100.0000 302,000.00 -48.690 -4,869.00 1,986.090 198,609 016 ASPHALTIC EMULSION MEMBRANE TON 580.0000 63,800.00 69.620 40,379.60 69.620 40,379 (BONDED WEARING COURSE) 017 SHOULDER RUMBLE STRIP STA 60.0000 14,280.00 0.000 0 (HMA,ROLLED-IN INDENTATIONS) 018 DATA CORE LS 1,500.0000 1,500.00 0.000 0 019 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 324.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 15,840.00 0.000 0 021 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 1,464.00 0.000 0 022 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 126.0000 1,360,800.00 3,180.210 400,706.46 3,180.210 400,706 (BONDED WEARING COURSE) PROGRAM CAS145 PAGE 2 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3E3904 TIME 05:54 AM ESTIMATE NO. 003 BID OPENING 05/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TACK COAT TON 1,500.0000 7,500.00 6.100 9,150 024 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 900.00 0.000 0 (0.063"-FRAMED) 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 756.00 0.000 0 (0.080"-FRAMED) 026 ROADSIDE SIGN - ONE POST EA 250.0000 750.00 0.000 0 027 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0 028 DETECTABLE WARNING SURFACE SQFT 30.0000 450.00 0.000 0 029 MINOR CONCRETE (CURB,GUTTER,SIDEWALK CY 1,800.0000 14,400.00 0.000 0 AND CURB RAMP) 030 DELINEATOR (CLASS 1) EA 50.0000 2,500.00 0.000 0 031 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 9,320.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 032 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 33,050.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 033 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 384.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 034 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,190.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 035 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,168.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 036 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 6,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 35-13) 037 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 4,114.00 0.000 0 038 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 5,780.00 0.000 0 039 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 -0.150 -150.00 0.400 400 SYSTEM ELEMENTS DURING CONSTRUCTION 040 VEHICLE SENSOR NODE REPLACEMENT LS 40,000.0000 40,000.00 0.000 0 041 LOOP DETECTOR REPLACEMENT LS 8,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3E3904 TIME 05:54 AM ESTIMATE NO. 003 BID OPENING 05/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 11/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 517,763.10 838,304.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 517,763.10 838,304.00 042 MOBILIZATION LS 248,000.0000 248,000.00 0.200 49,600.00 0.950 235,600 ORIGINAL CONTRACT AMOUNT 2,684,050.00 TOTAL WORK COMPLETED 567,363.10 1,073,904.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,000.00 TOTAL 567,363.10 1,065,904.00 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 06/25/15 60 09/08/15 07/10/15 02/01/16 39 55 0 0 41% 65% PROGRESS IS SATISFACTORY ARSHAD, MIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/15