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 04/28/16 EST. NO. 011 TIME 01:42 PM R.E. NAME: PAT DUSSELL 05-1C8604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0104 1,952.09 E.W. @ F.A.(+) 032916 Y 0137.0 0104-1 -1,952.09 032916 Y 0137.0 DAO CORRECTING ENTRY 0104-2 976.05 032916 Y 0137.0 DAO CORRECTING ENTRY 0107 1,089.67 073115 Y 0140.0 0108 3,394.78 081715 Y 0141.0 0109 714.06 082115 Y 0142.0 002 0005 2,002.37 E.W. @ F.A.(+) 033116 Y 0135.1 0006 6,425.53 033016 Y 0136.0 004 0009 141,886.73 E.W. @ L.S.(+) 041216 N 001 0 156,489.19 TOTAL THIS ESTIMATE 413,693.74 TOTAL PREVIOUS ESTIMATE 570,182.93 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 04/28/16 EST. NO. 011 TIME 01:42 PM R.E. NAME: PAT DUSSELL 05-1C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-4401 -10,000.00 010 MISS CEM-2402F -10,000.00 010 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 010 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 04/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8604 TIME 01:42 PM ESTIMATE NO. 011 BID OPENING 10/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/16 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 04/28/16 LOCATION SEMI-FINAL ESTIMATE 05-SCR-1-20.2/37.4 ------------------- GRANITE CONSTRUCTION COMPANY NEAR SANTA CRUZ FROM 0.1 MILE NORTH 715 COMSTOCK STREET OF WESTERN DRIVE TO SAN MATEO SANTA CLARA CA 95054 COUNTY LINE FED. AID NO. STP-P001(587)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,200.0000 1,200.00 0.250 300 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 195,000.00 130.000 195,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,800.0000 1,800.00 1.000 1,800 007 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 009 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 7,350.00 60.000 12,600 010 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 57,750.00 154,047.360 53,916 STRIPE (HAZARDOUS WASTE) 012 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 38,800.00 186,219.370 37,243 013 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0500 2,501.00 1,810.000 3,710 014 REMOVE PAVEMENT MARKER EA 1.0500 6,552.00 7,535.000 7,911 015 REMOVE ASPHALT CONCRETE DIKE LF 1.3500 60,885.00 26,562.000 35,858 016 REMOVE GRATE EA 500.0000 1,000.00 2.000 1,000 017 RECONSTRUCT END CAP (TYPE C) EA 105.0000 1,470.00 14.000 1,470 018 BURIED POST END ANCHOR EA 800.0000 30,400.00 0.000 0 019 REMOVE BURIED POST END ANCHOR EA 400.0000 15,200.00 0.000 0 020 RESET IN-LINE TERMINAL SYSTEM EA 800.0000 3,200.00 4.000 3,200 021 RESET FLARED TERMINAL SYSTEM EA 800.0000 31,200.00 39.000 31,200 022 ADJUST DRAINAGE INLET EA 2,000.0000 66,000.00 49.000 98,000 PROGRAM CAS145 PAGE 2 DATE 04/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8604 TIME 01:42 PM ESTIMATE NO. 011 BID OPENING 10/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/16 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 04/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST GUARDRAIL ELEMENT LF 2.0000 56,800.00 27,712.500 55,425 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 244,000.00 56,096.500 224,386 025 REMOVE CONCRETE AND ASPHALT CONCRETE CY 4,000.0000 4,000.00 1.000 4,000 026 SHOULDER BACKING TON 35.0000 174,300.00 3,865.300 135,285 027 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,500.0000 16,500.00 0.000 0 028 CRACK TREATMENT LNMI 6,500.0000 13,000.00 2.000 13,000 029 PREPAVING INERTIAL PROFILER LS 4,500.0000 4,500.00 1.000 4,500 030 PREPAVING GRINDING DAY EA 15,000.0000 15,000.00 1.500 22,500 031 HOT MIX ASPHALT (TYPE A) TON 100.0000 711,000.00 -1,484.950 -148,495.00 6,586.750 658,675 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 108.0000 6,166,800.00 52,009.040 5,616,976 033 CENTER LINE RUMBLE STRIP (HMA, GROUND-IN STA 12.0000 8,760.00 748.000 8,976 INDENTATIONS) 034 EDGE LINE RUMBLE STRIP (HMA, GROUND-IN STA 20.0000 6,800.00 338.000 6,760 INDENTATIONS) 035 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 29,250.00 26,176.000 32,720 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 2,262.50 2,789.000 3,486 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 3,975.00 2,520.000 3,150 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 25,375.00 20,173.000 25,216 040 PLACE HOT MIX ASPHALT SQYD 15.0000 6,450.00 405.900 6,088 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,000.0000 140,000.00 111.062 111,062 042 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 11,400.00 3.800 11,400 (F) 043 MINOR CONCRETE (BACKFILL) CY 150.0000 900.00 6.000 900 (F) 044 MINOR CONCRETE (CURB) (LF) LF 65.0000 130.00 2.000 130 045 MINOR CONCRETE (MISCELLANEOUS CY 3,500.0000 12,250.00 3.410 11,935 CONSTRUCTION) 046 MISCELLANEOUS IRON AND STEEL LB 2.5000 2,825.00 4,214.000 10,535 (F) 047 GUARD RAILING DELINEATOR EA 10.0000 3,200.00 314.000 3,140 048 OBJECT MARKER (TYPE L) EA 15.0000 720.00 47.000 705 049 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 9,000.00 15.000 9,000 PROGRAM CAS145 PAGE 3 DATE 04/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8604 TIME 01:42 PM ESTIMATE NO. 011 BID OPENING 10/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/16 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 04/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 64,000.00 267,468.000 53,493 051 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,015.00 3,857.000 1,928 052 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 13,361.00 4,000.000 12,400 053 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 205.50 470.000 70 (BROKEN 12-3) 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 7,845.00 46,289.000 6,943 (BROKEN 36-12) 055 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 21,297.00 7,300.000 22,630 056 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 04/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8604 TIME 01:42 PM ESTIMATE NO. 011 BID OPENING 10/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/16 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 04/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -148,495.00 8,244,629.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 156,489.19 570,182.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,994.19 8,814,812.10 057 MOBILIZATION LS 990,000.0000 990,000.00 1.000 990,000 ORIGINAL CONTRACT AMOUNT 9,976,229.00 TOTAL WORK COMPLETED 7,994.19 9,804,812.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 7,994.19 9,774,812.10 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 12/10/14 130 12/24/14 00/00/00 03/30/16 130 90 0 0 100% 100% PAT DUSSELL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/28/16