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 11/19/15 EST. NO. 007 TIME 11:30 AM R.E. NAME: DEALBA, FERNANDO 06-0P1804 --------------------------------------------------------------------------- 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 0002 600.00 E.W. @ F.A.(+) 062915 N 0020.0 0003 600.00 073015 Y 0021.0 004 0002 6,450.00 E.W. @ F.A.(+) 073015 N 0022.0 7,650.00 TOTAL THIS ESTIMATE -1,303,821.48 TOTAL PREVIOUS ESTIMATE -1,296,171.48 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 11/19/15 EST. NO. 007 TIME 11:30 AM R.E. NAME: DEALBA, FERNANDO 06-0P1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -4,000.00 007 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1804 TIME 11:30 AM ESTIMATE NO. 007 BID OPENING 10/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/19/15 LOCATION PROGRESS ESTIMATE 06-KIN-5-9.0/16.5 ----------------- GRANITE CONSTRUCTION COMPANY NEAR KETTLEMAN CITY, FROM 3.3 MILES 2716 S GRANITE CT. SOUTH OF UTICA AVE OC TO JCT 41 FRESNO CA 93706 FED. AID NO. NHPI-005 -4(194)E OVERLAY 2R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.092 110.40 0.972 1,166 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.500 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 130,000.00 20.000 20,000.00 124.000 124,000 004 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.062 124.00 0.782 1,564 005 TRAFFIC CONTROL SYSTEM LS 573,000.0000 573,000.00 0.154 88,242.00 0.955 547,215 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.154 2,464.00 0.955 15,280 007 JOB SITE MANAGEMENT LS 8,500.0000 8,500.00 0.154 1,309.00 0.878 7,463 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.062 46.50 0.883 662 009 TREATED WOOD WASTE LB 0.1000 3,070.00 26,778.000 2,677.80 26,778.000 2,677 010 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 17,150.00 30,613.000 15,306 011 REMOVE CONCRETE PAVEMENT (CY) CY 108.0000 504,360.00 6,902.620 745,482 012 SALVAGE GUARDRAIL LF 5.0000 24,650.00 4,516.000 22,580.00 4,928.000 24,640 013 ADJUST MONUMENT TO GRADE EA 600.0000 13,200.00 21.000 12,600.00 21.000 12,600 014 ADJUST INLET EA 1,500.0000 13,500.00 9.000 13,500.00 9.000 13,500 015 ADJUST OVERSIDE DRAIN EA 500.0000 5,000.00 0.000 0 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 710,000.00 351,367.000 702,734 017 SHOULDER BACKING TON 20.0000 171,600.00 4,290.000 85,800 018 CRACK TREATMENT LNMI 3,300.0000 105,600.00 0.000 0 019 PREPAVING INERTIAL PROFILER LS 2,000.0000 2,000.00 0.000 0 020 PREPAVING GRINDING DAY EA 5,000.0000 15,000.00 0.000 0 021 HOT MIX ASPHALT (TYPE A) TON 63.0000 6,092,100.00 533.070 33,583.41 99,762.710 6,285,050 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 77.0000 3,665,200.00 41,433.040 3,190,344 PROGRAM CAS145 PAGE 2 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1804 TIME 11:30 AM ESTIMATE NO. 007 BID OPENING 10/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER RUMBLE STRIP STA 20.0000 32,000.00 1,600.000 32,000.00 1,600.000 32,000 (HMA,GROUND-IN INDENTATIONS) 024 DATA CORE LS 2,000.0000 2,000.00 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 114.00 194.000 291.00 194.000 291 026 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 45,600.00 29,897.000 44,845.50 29,897.000 44,845 027 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 5,655.00 3,838.000 5,757.00 3,838.000 5,757 028 PLACE HOT MIX ASPHALT SQYD 75.0000 4,200.00 0.000 0 (MISCELLANEOUS AREA) 029 TACK COAT TON 1.0000 170.00 165.580 165 030 DELINEATOR (CLASS 1) EA 40.0000 2,640.00 0.000 0 031 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.0000 102,120.00 4,238.000 97,474.00 4,438.000 102,074 032 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 35.0000 5,250.00 50.000 1,750.00 50.000 1,750 (WOOD POST) 033 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 12,000.00 4.000 12,000.00 4.000 12,000 034 RAIL TENSIONING ASSEMBLY EA 600.0000 3,600.00 2.000 1,200.00 2.000 1,200 035 END CAP (TYPE TC) EA 200.0000 800.00 4.000 800.00 4.000 800 036 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 7,650.00 5.000 4,250.00 5.000 4,250 037 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 13,200.00 6.000 13,200.00 6.000 13,200 038 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,000.0000 30,000.00 2.000 10,000.00 2.000 10,000 039 CONCRETE BARRIER (TRANSITION) LF 500.0000 7,000.00 14.000 7,000.00 14.000 7,000 040 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 54,400.00 175,296.000 70,118.40 175,296.000 70,118 041 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,475.00 2,747.000 2,472.30 2,747.000 2,472 042 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 2,640.00 660.000 2,640.00 660.000 2,640 043 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 15,840.00 79,200.000 15,840.00 79,200.000 15,840 (BROKEN 36-12) 044 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 118.00 580.800 116.16 580.800 116 (BROKEN 17-7) 045 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,370.00 3,805.000 11,415.00 3,805.000 11,415 046 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,500.0000 4,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 047 MICROWAVE VEHICLE DETECTION SYSTEM LS 91,000.0000 91,000.00 0.000 0 048 VEHICLE CLASSIFICATION STATION LS 51,000.0000 51,000.00 0.839 42,789 049 TRAFFIC COUNT STATION LS 10,000.0000 10,000.00 0.977 9,770 PROGRAM CAS145 PAGE 3 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1804 TIME 11:30 AM ESTIMATE NO. 007 BID OPENING 10/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 530,406.47 12,166,730.66 ADJUSTMENT OF COMPENSATION 0.00 -1,327,495.81 EXTRA WORK 7,650.00 31,324.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 538,056.47 10,870,559.18 050 MOBILIZATION LS 1,390,000.0000 1,390,000.00 1.000 1,390,000 ORIGINAL CONTRACT AMOUNT 13,982,722.00 TOTAL WORK COMPLETED 538,056.47 12,260,559.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 534,056.47 12,256,559.18 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 12/19/14 130 03/19/15 03/19/15 12/02/15 124 17 0 0 90% 95% PROGRESS IS SATISFACTORY DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/15