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 09/21/16 EST. NO. 014 TIME 11:35 AM R.E. NAME: DAVID BALLENTINE 05-1A7204 --------------------------------------------------------------------------- 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 09/21/16 EST. NO. 014 TIME 11:35 AM R.E. NAME: DAVID BALLENTINE 05-1A7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COMPACTION DEDUCTION -11,075.00 006 VERIFICATION CHARGE -3,000.00 006 COMPACTION RELEASE 4,750.00 009 ITEM 40 RHMA -13,039.34 012 LATE CPM UPDATE -10,000.00 013 LOW CORE COMPACTIONS -13,975.00 013 CRUDE OIL INDEX -85,000.00 014 JMF VERIFICATION 3 -3,000.00 014 LATE CLOSUER PICKUP -20,000.00 014 -108,000.00 -154,339.34 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 004 RECD PAYROLLS #4 5,000.00 010 MISS PAYROLLS -5,000.00 012 MISS PAYROLLS -5,000.00 014 -5,000.00 -10,000.00 TOTAL DEDUCTIONS -113,000.00 -164,339.34 PROGRAM CAS145 PAGE 1 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 11:35 AM ESTIMATE NO. 014 BID OPENING 04/01/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 09/21/16 LOCATION RERUN PROGRESS ESTIMATE 05-SB-101-21.0/27.1 ----------------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN AND NEAR PO BOX 6744 GOLETA FROM MARIA YGNACIO CREEK SANTA BARBAA CA 93160 BRIDGE TO 0.2 MILE NORTH OF CATHEDRAL OAKS OVERCROSSING FED. AID NO. NHP-Q101(262)E PAVEMENT PRESERVATION (CAP M) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.250 250.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.750 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 160,000.00 8.000 8,000.00 150.000 150,000 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.230 1,725.00 0.880 6,600 005 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.050 11,500.00 0.900 207,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,400.00 40.000 1,400 007 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 12,000.00 4.000 12,000 008 TEMPORARY SIGNAL POWER LS 6,100.0000 6,100.00 1.000 6,100 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.050 750.00 0.900 13,500 010 TEMPORARY RAILING (TYPE K) LF 33.0000 16,500.00 500.000 16,500 011 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.050 125.00 0.900 2,250 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 500.0000 500.00 0.750 375 013 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 TREATED WOOD WASTE LB 0.1100 13,090.00 10,908.000 1,199 016 REMOVE GUARDRAIL LF 3.5600 100,392.00 8,715.000 31,025.40 16,391.000 58,351 017 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.8000 3,624.00 1,531.000 1,224 018 REMOVE PAVEMENT MARKER EA 1.0000 8,620.00 100.000 100 019 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.3000 10,263.00 1,014.500 3,347 020 REMOVE ASPHALT CONCRETE DIKE LF 1.1300 55,031.00 485.000 548.05 30,521.000 34,488 021 REMOVE OVERSIDE DRAIN EA 250.0000 15,250.00 0.000 0 022 REMOVE DOWNDRAIN (EA) EA 330.0000 14,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 11:35 AM ESTIMATE NO. 014 BID OPENING 04/01/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE SURFACING SQFT 17.5000 1,592.50 91.000 1,592 024 RECONSTRUCT CHAIN LINK RAILING LF 137.0000 6,713.00 49.000 6,713 025 ADJUST INLET EA 1,600.0000 16,000.00 0.000 0 026 ADJUST PULL BOX EA 110.0000 880.00 7.000 770 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4000 310,800.00 86,209.170 120,692.84 147,217.530 206,104 028 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 31.0000 4,216.00 136.000 4,216 029 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 1,800.00 18.000 1,800 030 PLACE POLYESTER CONCRETE OVERLAY SQFT 50.0000 6,800.00 136.000 6,800 (F) 031 REMOVE CONCRETE CY 5.5000 286.00 55.900 307 (CURB, GUTTER, AND SIDEWALK) (CY) 032 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000 033 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000 034 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,100.0000 4,100.00 1.000 4,100 035 SHOULDER BACKING TON 50.0000 174,000.00 156.000 7,800 036 IMPORTED BORROW (CY) CY 68.0000 106,080.00 0.000 0 037 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 1.000 2,500 038 PREPAVING GRINDING DAY EA 5,000.0000 85,000.00 17.000 85,000 039 HOT MIX ASPHALT (TYPE A) TON 95.0000 335,350.00 3,485.400 331,113 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 104.0000 5,522,400.00 13,967.790 1,452,650.16 36,211.190 3,765,963 041 SHOULDER RUMBLE STRIP STA 21.0000 21,840.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 042 DATA CORE LS 4,225.0000 4,225.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 11,312.50 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,675.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 25,375.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 22,500.00 0.000 0 047 PLACE HOT MIX ASPHALT SQYD 63.0000 64,260.00 291.000 18,333 (MISCELLANEOUS AREA) 048 TACK COAT TON 1,500.0000 133,500.00 55.270 82,905.00 102.056 153,084 049 CLEAN EXPANSION JOINT LF 13.0000 2,886.00 222.000 2,886 PROGRAM CAS145 PAGE 3 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 11:35 AM ESTIMATE NO. 014 BID OPENING 04/01/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINT SEAL (MR 1 1/2") LF 70.0000 6,580.00 94.000 6,580 051 JOINT SEAL (MR 2") LF 80.0000 10,240.00 128.000 10,240 052 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 18,900.00 0.000 0 053 12" ENTRANCE TAPER EA 250.0000 11,000.00 0.000 0 054 INLET DEPRESSION EA 800.0000 800.00 0.000 0 055 DETECTABLE WARNING SURFACE SQFT 35.0000 10,500.00 281.350 9,847 056 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 27,500.00 54.020 29,711 CONSTRUCTION) 057 MINOR CONCRETE (SIDEWALK) CY 725.0000 4,350.00 5.500 3,987 058 PRE/POST CONSTRUCTION SURVEYS EA 750.0000 6,750.00 9.000 6,750 059 DELINEATOR (CLASS 1) EA 55.0000 17,600.00 34.000 1,870 060 OBJECT MARKER (TYPE L) EA 70.0000 6,160.00 0.000 0 061 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 21.2200 496,548.00 7,905.000 167,744.10 13,617.500 288,963 062 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 23.0800 62,316.00 1,570.000 36,235.60 2,295.000 52,968 063 CONCRETE BARRIER (TRANSITION) LF 850.0000 9,350.00 22.000 18,700 064 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 700.0000 28,700.00 41.000 28,700 (F) 065 TRANSITION RAILING (TYPE WB-31) EA 3,100.0000 37,200.00 1.000 3,100.00 7.000 21,700 066 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 16,800.00 6.000 3,600 067 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 26,000.00 8.000 20,800 068 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 45,600.00 1.000 2,400.00 4.000 9,600 069 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 18,120.00 0.000 0 070 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 55,000.00 0.000 0 (SPRAYABLE) 071 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 6,266.00 0.000 0 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 9,906.00 0.000 0 073 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 074 MODIFY WIRELESS VEHICLE DETECTOR SYSTEM LS 43,900.0000 43,900.00 0.000 0 075 MODIFY SIGNAL LS 110,000.0000 110,000.00 0.031 3,410.00 0.950 104,500 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 11:35 AM ESTIMATE NO. 014 BID OPENING 04/01/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 4,320.00 12,204.000 2,440 PROGRAM CAS145 PAGE 5 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 11:35 AM ESTIMATE NO. 014 BID OPENING 04/01/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,923,061.15 5,758,729.97 ADJUSTMENT OF COMPENSATION 0.00 60,000.00 EXTRA WORK 0.00 117,743.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,923,061.15 5,936,473.86 078 MOBILIZATION LS 769,074.0000 769,074.00 0.050 38,453.70 1.000 769,074 ORIGINAL CONTRACT AMOUNT 9,422,361.00 TOTAL WORK COMPLETED 1,961,514.85 6,705,547.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -113,000.00 -164,339.34 TOTAL 1,848,514.85 6,541,208.52 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 06/10/15 160 07/25/15 00/00/00 10/03/16 152 156 1 0 66% 94% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY DAVID BALLENTINE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/16