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 04/15/19 EST. NO. 057 TIME 10:00 AM R.E. NAME: BERRY GREG / OSHITA, STAN 10-0G8004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 027 0002 22,836.00 E.W. @ F.A.(+) 032819 N 0002 0 0003 102,241.00 032819 N 0003 0 0004 3,083.00 032819 N 0004 0 0005 9,277.00 032819 N 0005 0 137,437.00 TOTAL THIS ESTIMATE 11,180,723.02 TOTAL PREVIOUS ESTIMATE 11,318,160.02 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 04/15/19 EST. NO. 057 TIME 10:00 AM R.E. NAME: BERRY GREG / OSHITA, STAN 10-0G8004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO SWPPP -100,000.00 002 SWPPP SUBMITTE 100,000.00 003 MISSING SWPPP -250,000.00 004 NO AUG. SWPPP -100,000.00 005 SUMITTED SWPPP 250,000.00 005 SUBMITTED SWPPP 100,000.00 006 NO SWPPP -250,000.00 007 SWPPP SUBMIT 250,000.00 008 DEFICENT GLARE SCRN -10,000.00 009 DEFICENT REF. MARK, -10,000.00 009 NO SWPPP -250,000.00 009 SWPPP REPORTS SUB. 250,000.00 010 GLARE SCREEN 10,000.00 015 REFELECTIVE MARKERS 10,000.00 015 UPDATE CPM SCHEDULE -25,000.00 026 UPDATE CPM SCHEDULE 25,000.00 027 NO CPM SCHEDULE -10,000.00 039 NO CPM SCHEDULE -10,000.00 040 NO CPM SCHEDULE -10,000.00 041 SUBMITTED CPM 30,000.00 043 MISS CEM-2402G -10,000.00 057 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 007 REC'ED #7 5,000.00 014 MISSING PAYROLLS -2,000.00 021 REC'ED PAYROLLS #21 2,000.00 023 MISSING PAYROLLS -1,000.00 025 MISSING PAYROLLS -1,000.00 026 REC'D PAYROLLS 25,26 2,000.00 027 MISSING PAYROLLS -2,000.00 041 MISSING PAYROLLS -2,000.00 042 MISSING PAYROLLS -1,000.00 043 RECD PAYROLLS EST 43 1,000.00 044 RECD MISS PAYROLL 42 2,000.00 047 RECD MISS PAYROLL 43 1,000.00 047 RECD PAYROLLS EST 41 1,000.00 048 MISSING PAYROLLS -1,000.00 052 MISSING PAYROLLS -1,000.00 053 RECD PAYROLSL EST 52 1,000.00 054 RECD PAYROLLS EST 53 1,000.00 054 MISS PAYROLLS -10,000.00 057 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-SJ-12-0.1/R4.4 ---------------------------------------- OC JONES & SONS, INC IN SAN JOAQUIN COUNTY NEAR 1520 FOURTH STREET TERMINOUS FROM MOKELUMNE RIVER BERKELEY CA 94710 BRIDGE TO LITTLE POTATO SLOUGH BRIDGE FED. AID NO. NH-P012(112)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.500 1,750 004 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 152,000.00 840.000 168,000 005 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 006 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 007 TYPE III BARRICADE EA 150.0000 1,500.00 10.000 1,500 008 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 1,504.00 47.000 1,504 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 010 TEMPORARY RAILING (TYPE K) LF 12.0000 256,800.00 1,687.000 20,244.00 53,140.000 637,680 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 8,400.00 0.000 0 012 TEMPORARY TRAFFIC SCREEN LF 6.0000 128,400.00 2,350.000 14,100.00 21,160.000 126,960 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.250 750.00 1.000 3,000 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 45,500.00 58.000 29,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 270.0000 6,750.00 56.000 15,120 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 017 MOVE-IN/MOVE-OUT EA 830.0000 4,150.00 6.000 4,980 (TEMPORARY EROSION CONTROL) 018 TEMPORARY MULCH SQYD 2.2000 165,000.00 0.000 0 019 TEMPORARY HYDRAULIC MULCH SQYD 0.2200 38,280.00 14,972.000 3,293.84 174,000.000 38,280 020 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 4,800.00 10.000 4,000 021 TEMPORARY FIBER ROLL LF 2.4000 64,800.00 43,279.000 103,869 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 12,800.00 6.000 19,200 PROGRAM CAS145 PAGE 2 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 80,000.0000 80,000.00 1.000 80,000 024 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 1.000 7,500 025 TEMPORARY FENCE (TYPE ESA) LF 2.7000 15,039.00 5,185.000 13,999 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 2,400.00 0.000 0 (HAZARDOUS WASTE) 027 ABANDON CULVERT (LF) LF 50.0000 16,500.00 0.000 0 028 REMOVE METAL BEAM GUARD RAILING LF 8.0000 2,000.00 325.000 2,600 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 960.00 2,400.000 960 030 REMOVE ROADSIDE SIGN EA 50.0000 1,300.00 2.000 100.00 26.000 1,300 031 REMOVE CULVERT (LF) LF 35.0000 23,800.00 594.000 20,790 032 RELOCATE MAILBOX EA 150.0000 300.00 2.000 300 033 RELOCATE GATE EA 2,200.0000 2,200.00 1.000 2,200 034 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 4.000 800 035 REMOVE CONCRETE (CY) CY 200.0000 1,140.00 5.700 1,140 036 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 037 ROADWAY EXCAVATION CY 6.7500 2,463,750.00 91,219.000 615,728.25 365,000.000 2,463,750 038 SHOULDER BACKING TON 10.0000 178,000.00 26,171.000 261,710 039 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 5,250.00 105.000 5,250 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 31,600.00 987.500 39,500 041 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 5,000.00 50.000 5,000 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 75.0000 81,000.00 1,938.000 145,350 043 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 130.0000 13,000.00 0.000 0 044 IMPORTED BORROW (CY) CY 15.2000 12,160,000.00 828,329.400 12,590,606 045 GEOSYNTHETIC REINFORCEMENT SQYD 2.2500 297,000.00 0.000 0 046 SETTLEMENT PLATFORM, INSTALLATION, AND LS 90,000.0000 90,000.00 1.000 90,000 MONITORING 047 COMPOST (INCORPORATE) SQYD 2.8000 211,960.00 -9,599.000 -26,877.20 99,000.000 277,200 048 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 193,900.00 543,089.000 38,016.23 2,770,000.000 193,900 049 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 3,300.00 3.000 3,300 PROGRAM CAS145 PAGE 3 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 3.1000 155,930.00 22,752.000 70,531.20 50,300.000 155,930 051 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 2,574,000.00 -12,571.000 -377,130.00 79,908.000 2,397,240 052 HOT MIX ASPHALT TON 68.0000 2,536,400.00 145.290 9,879.72 38,190.000 2,596,920 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 1,782,000.00 16,601.690 1,643,567 054 SHOULDER RUMBLE STRIP STA 20.0000 18,000.00 50.000 1,000.00 900.000 18,000 (HMA,GROUND-IN INDENTATIONS) 055 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 TACK COAT TON 600.0000 72,000.00 90.110 54,066 058 FURNISH PILING (CLASS 90) LF 30.0000 360,000.00 12,000.000 360,000 (ALTERNATIVE W) 059 DRIVE PILE (CLASS 90) EA 1,200.0000 182,400.00 152.000 182,400 (ALTERNATIVE W) 060 FURNISH PILING (CLASS 140) LF 35.0000 63,560.00 1,816.000 63,560 (ALTERNATIVE W) 061 DRIVE PILE (CLASS 140) EA 1,400.0000 22,400.00 16.000 22,400 (ALTERNATIVE W) 062 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 063 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 177,000.00 296.000 177,600 (F) 064 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 335,000.00 670.000 335,000 (F) 065 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 36,800.00 46.000 36,800 (F) (TYPE N MODIFIED) 066 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 30,100.00 40.650 40,650 067 JOINT SEAL (MR 1") LF 75.0000 8,250.00 110.000 8,250 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 43,300.00 43,300.000 43,300 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 2.5000 80,250.00 60,125.000 150,312 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,485.00 99.000 1,485 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 592.00 12.000 192.00 36.900 590 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 500.00 -24.500 -490.00 49.000 980 (0.080"-FRAMED) 073 ROADSIDE SIGN - ONE POST EA 150.0000 1,800.00 12.000 1,800 074 ROADSIDE SIGN - TWO POST EA 200.0000 400.00 3.000 600 075 60" PLASTIC PIPE LF 260.0000 85,800.00 0.000 0 076 18" REINFORCED CONCRETE PIPE LF 96.0000 60,480.00 742.000 71,232 PROGRAM CAS145 PAGE 4 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" REINFORCED CONCRETE PIPE LF 180.0000 90,000.00 -58.000 -10,440.00 188.000 33,840 078 60" REINFORCED CONCRETE PIPE LF 325.0000 107,250.00 346.000 112,450 079 HORIZONTAL STRIP DRAIN LF 10.0000 227,000.00 0.000 0 080 DRAINAGE WICK LF 0.2500 710,000.00 2,247,378.000 561,844 081 18" CONCRETE FLARED END SECTION EA 1,000.0000 12,000.00 1.000 1,000 082 CONCRETED-ROCK SLOPE PROTECTION CY 225.0000 13,500.00 15.500 3,487.50 65.500 14,737 (1/4 T, METHOD B) (CY) 083 SLOPE PAVING (CONCRETE) CY 800.0000 27,200.00 54.000 43,200 (F) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 840.00 198.000 1,980 085 MINOR CONCRETE (GUTTER) (CY) CY 650.0000 27,950.00 43.000 27,950 086 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,824.00 5,930.000 11,860 (F) 087 MILEPOST MARKER EA 40.0000 720.00 18.000 720 088 GUARD RAILING DELINEATOR EA 25.0000 100.00 0.000 0 089 OBJECT MARKER (TYPE P) EA 45.0000 90.00 0.000 0 090 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 38,400.00 3,287.500 65,750 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 CONCRETE BARRIER (TYPE 50) LF 150.0000 13,500.00 90.000 13,500 093 CABLE RAILING LF 17.0000 17,510.00 1,030.000 17,510 094 TRANSITION RAILING (TYPE WB) EA 3,200.0000 25,600.00 8.000 25,600 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 3.000 2,100 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 11,600.00 4.000 11,600 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 19,200.00 5.000 12,000 098 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 80,000.00 2.000 80,000 099 CONCRETE BARRIER (TYPE 60) LF 35.0000 752,500.00 20,758.000 726,530 100 CONCRETE BARRIER (TYPE 60A) LF 50.0000 4,300.00 86.000 4,300 (F) 101 CONCRETE BARRIER (TYPE 732) LF 100.0000 17,200.00 172.000 17,200 (F) 102 BARRIER GATE EA 90,000.0000 270,000.00 3.000 270,000 103 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 120.00 12.000 120 PROGRAM CAS145 PAGE 5 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 27,210.00 206,813.000 62,043 (SPRAYABLE) 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,880.00 970.000 3,880 106 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 107 MODIFY FLASHING BEACON LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000 108 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000 PROGRAM CAS145 PAGE 6 DATE 04/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8004 TIME 10:00 AM ESTIMATE NO. 057 BID OPENING 07/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/19 R.E. NAME: BERRY GREG / OSHITA, STAN DATE OF THIS ESTIMATE 04/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 368,185.54 28,270,899.09 ADJUSTMENT OF COMPENSATION 0.00 345,782.16 EXTRA WORK 137,437.00 10,972,377.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 505,622.54 39,589,059.11 109 MOBILIZATION LS 705,000.0000 705,000.00 1.000 705,000 ORIGINAL CONTRACT AMOUNT 29,049,024.00 TOTAL WORK COMPLETED 505,622.54 40,294,059.11 MATERIALS ON HAND ON SITE -500,000.00 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL -14,377.46 40,274,059.11 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 08/28/13 760 09/12/13 04/21/14 03/28/19 870 140 115 0 100% 100% BERRY GREG / OSHITA, STAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/15/19