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 04/04/17 EST. NO. 020 TIME 02:33 PM 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 --------------------------------------------------------------------------- 001 0041 4,984.97 E.W. @ F.A.(+) 011517 N 041 0 0042 357.89 011517 N 042 0 0044 122.25 011617 N 044 0 0047 1,445.25 012417 N 047 0 0052 100.71 012917 N 052 0 0054 290.99 013017 N 054 0 0056 604.23 013117 N 056 0 0058 337.80 020117 N 058 0 0060 4,585.30 020217 N 060 0 0062 337.80 020817 N 062 0 0064 3,961.31 021317 N 064 0 0065 198.44 021417 N 065 0 0067 139.22 021517 N 067 0 0069 232.67 022117 N 069 0 0070 3,988.62 022117 N 070 0 0071 381.35 022217 N 071 0 0072 3,892.19 022217 N 072 0 0073 198.44 020217 N 073 0 007 0001 -500.47 A.C. @ L.S.(-) 111615 N 999 0 008 0007 4,740.32 E.W. @ F.A.(+) 100416 N 009 0 011 0054 303.36 E.W. @ F.A.(+) 110916 N 054 0 013 0005 1,026.02 E.W. @ F.A.(+) 080816 N 017 0 016 0007 8,307.05 E.W. @ F.A.(+) 080116 N 007 0 0010 1,799.78 080816 N 010 0 018 0012 14,561.93 E.W. @ F.A.(+) 011517 N 012 0 0013 6,095.14 011617 N 013 0 0014 5,396.60 011717 N 014 0 0015 1,360.74 012417 N 015 0 0016 4,862.75 012417 N 016 0 0017 524.25 012517 N 017 0 0018 1,420.23 012917 N 018 0 0020 1,361.50 013017 N 020 0 0022 1,912.74 020117 N 022 0 0024 5,529.94 020817 N 024 0 0027 2,508.77 021217 N 027 0 0028 7,323.25 021317 N 028 0 0029 6,188.15 021417 N 029 0 0031 6,311.92 022117 N 031 0 0033 4,386.59 022417 N 033 0 0036 1,489.44 013117 N 036 0 0037 355.66 022217 N 037 0 113,425.09 TOTAL THIS ESTIMATE 949,805.24 TOTAL PREVIOUS ESTIMATE 1,063,230.33 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 04/04/17 EST. NO. 020 TIME 02:33 PM 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 ANT 17 LDS @$5400DAY -91,800.00 015 LATE CLOSURE PICKUP 20,000.00 015 LATE CPM UPDATE 10,000.00 015 LOW CORE COMPACTIONS -1,300.00 015 ANT 14 LDS @ $5400 -75,600.00 016 LATE CPM SCHEDULE -20,000.00 017 LATE CPM SCHEDULE -20,000.00 018 ANT 31 LDS @$5400DAY 167,400.00 019 MISS CEM-2402F -10,000.00 019 OCT CPM SCHEDULE 20,000.00 019 CRUDE OIL PRICE INDX 85,000.00 020 85,000.00 -70,639.34 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 MISS PAYROLLS -10,000.00 019 0.00 -20,000.00 LIQUIDATED DAMAGES 31 LDS @ $5400 A DAY -167,400.00 019 0.00 -167,400.00 TOTAL DEDUCTIONS 85,000.00 -258,039.34 PROGRAM CAS145 PAGE 1 DATE 04/04/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 02:33 PM ESTIMATE NO. 020 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 02/23/17 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 04/04/17 LOCATION SEMI-FINAL 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 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 160,000.00 168.000 168,000 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500 005 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 1.000 230,000 006 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 1.000 15,000 010 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 1.000 2,500 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 500.0000 500.00 1.000 500 013 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 13,090.00 121,500.000 13,365 016 REMOVE GUARDRAIL LF 3.5600 100,392.00 26,337.000 93,759 017 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 3,452.000 3,452 019 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 46,517.000 52,564 021 REMOVE OVERSIDE DRAIN EA 250.0000 15,250.00 61.000 15,250 022 REMOVE DOWNDRAIN (EA) EA 330.0000 14,520.00 38.000 12,540 PROGRAM CAS145 PAGE 2 DATE 04/04/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 02:33 PM ESTIMATE NO. 020 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 02/23/17 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 04/04/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 11,200 026 ADJUST PULL BOX EA 110.0000 880.00 7.000 770 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4000 310,800.00 175,631.700 245,884 028 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 1,951.000 97,550 036 IMPORTED BORROW (CY) CY 68.0000 106,080.00 1,447.460 98,427 037 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 4,451.200 422,864 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 104.0000 5,522,400.00 46,905.390 4,878,160 041 SHOULDER RUMBLE STRIP STA 21.0000 21,840.00 1,084.420 22,772 (HMA,GROUND-IN INDENTATIONS) 042 DATA CORE LS 4,225.0000 4,225.00 1.000 4,225 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 11,312.50 9,635.000 12,043 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,675.00 1,495.000 1,868 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 25,375.00 20,779.000 25,973 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 22,500.00 16,539.000 20,673 047 PLACE HOT MIX ASPHALT SQYD 63.0000 64,260.00 1,015.000 63,945 (MISCELLANEOUS AREA) 048 TACK COAT TON 1,500.0000 133,500.00 133.040 199,560 049 CLEAN EXPANSION JOINT LF 13.0000 2,886.00 222.000 2,886 PROGRAM CAS145 PAGE 3 DATE 04/04/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 02:33 PM ESTIMATE NO. 020 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 02/23/17 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 04/04/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,900.00 246.000 17,220 053 12" ENTRANCE TAPER EA 250.0000 11,000.00 38.000 9,500 054 INLET DEPRESSION EA 800.0000 800.00 1.000 800 055 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 17,600.00 335.000 18,425 060 OBJECT MARKER (TYPE L) EA 70.0000 6,160.00 95.000 6,650 061 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 21.2200 496,548.00 22,458.200 476,563 062 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 23.0800 62,316.00 2,695.000 62,200 063 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 14.000 43,400 066 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 16,800.00 25.000 15,000 067 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 26,000.00 10.000 26,000 068 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 45,600.00 19.000 45,600 069 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 18,120.00 5,417.000 21,668 070 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 55,000.00 259,886.000 64,971 (SPRAYABLE) 071 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 6,266.00 6,097.000 7,926 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 9,906.00 4,436.000 11,533 073 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 1.000 43,900 075 MODIFY SIGNAL LS 110,000.0000 110,000.00 1.000 110,000 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/04/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 02:33 PM ESTIMATE NO. 020 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 02/23/17 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 04/04/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/04/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A7204 TIME 02:33 PM ESTIMATE NO. 020 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 02/23/17 R.E. NAME: DAVID BALLENTINE DATE OF THIS ESTIMATE 04/04/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,999,651.92 ADJUSTMENT OF COMPENSATION -500.47 40,263.72 EXTRA WORK 113,925.56 1,022,966.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 113,425.09 9,062,882.25 078 MOBILIZATION LS 769,074.0000 769,074.00 1.000 769,074 ORIGINAL CONTRACT AMOUNT 9,422,361.00 TOTAL WORK COMPLETED 113,425.09 9,831,956.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 85,000.00 -258,039.34 TOTAL 198,425.09 9,573,916.91 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 06/10/15 160 07/25/15 00/00/00 02/23/17 165 157 31 0 100% 100% DAVID BALLENTINE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/04/17