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 05/22/19 EST. NO. 002 TIME 10:44 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-1C2904 --------------------------------------------------------------------------- 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 05/22/19 EST. NO. 002 TIME 10:44 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-1C2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLOSURE LATE OPENING -25,800.00 002 -25,800.00 -25,800.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 002 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -26,800.00 -26,800.00 PROGRAM CAS145 PAGE 1 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 LOCATION PROGRESS ESTIMATE 10-STA-99-R0.0/R24.8 ----------------- A. TEICHERT & SON, INC. DBA IN STANISLAUS COUNTY ON STATE ROUTE TEICHERT CONSTRUCTION 99 AT ALL NORTHBOUND AND SOUTHBOUND 265 VAL DERVIN PARWAY OFF- AND ON-RAMPS STOCKTON CA 95206 FED. AID NO. B1NH-P099(629)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 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.100 750.00 0.100 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,325.0000 831,250.00 18.000 59,850.00 26.000 86,450 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.050 2,500.00 0.650 32,500 005 TRAFFIC CONTROL SYSTEM LS 1,283,000.0000 1,283,000.00 0.100 128,300.00 0.100 128,300 006 CHANNELIZER (SURFACE MOUNTED) EA 30.3000 1,272.60 0.000 0 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 9,600.0000 9,600.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 43,495.5000 43,495.50 0.100 4,349.55 0.100 4,349 009 TEMPORARY RAILING (TYPE K) LF 26.0000 61,360.00 0.000 0 010 TEMPORARY CRASH CUSHION EA 185.0000 18,500.00 0.000 0 011 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 0.100 500 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 251.0000 12,048.00 40.000 10,040.00 40.000 10,040 014 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 0.100 1,100.00 0.100 1,100 015 TREATED WOOD WASTE LB 0.2700 5,886.00 0.000 0 016 REMOVE CONCRETE (CY) CY 382.0000 57,300.00 0.000 0 017 ROADWAY EXCAVATION CY 107.0000 325,280.00 0.000 0 018 SHOULDER BACKING TON 287.0000 22,386.00 0.000 0 019 CLASS 2 AGGREGATE BASE (CY) CY 705.0000 7,050.00 0.000 0 020 LEAN CONCRETE BASE RAPID SETTING CY 378.0000 238,140.00 0.000 0 021 BASE BOND BREAKER SQYD 4.0000 21,560.00 0.000 0 022 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT (TYPE A) TON 102.0000 3,967,800.00 0.000 0 024 ASPHALT BINDER TON 1.0000 3.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 025 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.4200 28,556.00 0.000 0 (PAVING MAT) 026 DATA CORE LS 500.0000 500.00 0.000 0 027 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 112.50 0.000 0 028 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 43,350.00 0.000 0 029 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 1,710.00 0.000 0 030 TACK COAT TON 1,850.0000 203,500.00 0.000 0 031 REMOVE ASPHALT CONCRETE DIKE LF 3.7000 111,370.00 0.000 0 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 1,081,200.00 0.000 0 033 JOINTED PLAIN CONCRETE PAVEMENT CY 766.0000 1,815,420.00 0.000 0 (RSC) 034 DRILL AND BOND (DOWEL BAR) EA 12.0000 48,120.00 0.000 0 035 DRILL AND BOND (TIE BAR) EA 10.0000 5,800.00 0.000 0 036 JOINT SEAL (PREFORMED COMPRESSION) LF 11.0000 15,180.00 0.000 0 037 AGGREGATE BASE (APPROACH SLAB) CY 111.0000 52,059.00 0.000 0 038 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,055.0000 4,954,280.00 0.000 0 (TYPE R) 039 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 11,840.00 0.000 0 (F) 040 PAVING NOTCH EXTENSION CF 665.0000 1,404,480.00 900.000 598,500.00 900.000 598,500 041 JOINT SEAL (MR 1/2") LF 88.0000 105,424.00 0.000 0 042 JOINT SEAL (MR 1") LF 99.0000 208,791.00 0.000 0 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 CONCRETE BACKFILL (PIPE TRENCH) CY 502.0000 1,807.20 0.000 0 045 18" PLASTIC PIPE LF 91.0000 11,830.00 0.000 0 046 18" REINFORCED CONCRETE PIPE LF 256.0000 4,864.00 0.000 0 047 24" REINFORCED CONCRETE PIPE LF 1,195.0000 4,780.00 0.000 0 048 36" PRECAST CONCRETE PIPE INLET LF 1,215.0000 8,505.00 0.000 0 049 INLET DEPRESSION EA 932.0000 2,796.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (LF) LF 70.0000 3,920.00 0.000 0 051 REMOVE PIPE (LF) LF 55.0000 3,905.00 0.000 0 052 REMOVE INLET EA 1,030.0000 2,060.00 0.000 0 053 ADJUST MANHOLE TO GRADE EA 1,715.0000 37,730.00 0.000 0 054 ADJUST UTILITY COVER TO GRADE EA 1,210.0000 16,940.00 0.000 0 055 CONCRETE (DITCH LINING) CY 1,060.0000 63,600.00 0.000 0 056 DETECTABLE WARNING SURFACE SQFT 17.2500 17,250.00 0.000 0 057 MINOR CONCRETE (MISCELLANEOUS CY 997.0000 209,370.00 0.000 0 CONSTRUCTION) 058 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.6000 38,430.00 0.000 0 059 PRE/POST CONSTRUCTION SURVEYS EA 980.0000 44,100.00 20.000 19,600.00 20.000 19,600 060 MISCELLANEOUS IRON AND STEEL LB 10.8000 11,437.20 0.000 0 (F) 061 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0 062 GUARD RAILING DELINEATOR EA 25.0000 1,450.00 0.000 0 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 18,260.00 0.000 0 064 REMOVE ROADSIDE SIGN EA 80.0000 6,560.00 0.000 0 065 REMOVE ROADSIDE SIGN EA 50.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 066 REMOVE ROADSIDE SIGN PANEL EA 50.0000 450.00 0.000 0 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 RESET ROADSIDE SIGN EA 202.0000 2,020.00 0.000 0 069 RELOCATE ROADSIDE SIGN EA 202.0000 1,212.00 0.000 0 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 741.00 0.000 0 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 8,010.00 0.000 0 (0.063" - UNFRAMED) FOR TYPE XI SHEETING 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 5,940.00 0.000 0 (0.080" - UNFRAMED) FOR TYPE XI SHEETING 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,156.00 0.000 0 (0.063" - FRAMED) FOR TYPE XI SHEETING 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,206.00 0.000 0 (0.080" - FRAMED) FOR TYPE XI SHEETING 075 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 7,065.00 0.000 0 076 ROADSIDE SIGN - ONE POST EA 250.0000 22,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0 078 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,440.00 0.000 0 METHOD) 079 INSTALL ROADSIDE SIGN PANEL ON EA 101.0000 303.00 0.000 0 EXISTING POST 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.0000 76,800.00 0.000 0 082 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 30.0000 750.00 0.000 0 083 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 34,400.00 0.000 0 084 END CAP (TYPE A) EA 100.0000 100.00 0.000 0 085 END CAP (TYPE TC) EA 150.0000 750.00 0.000 0 086 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 0.000 0 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 19,800.00 0.000 0 088 ALTERNATIVE CRASH CUSHION EA 39,000.0000 39,000.00 0.000 0 089 CONCRETE BARRIER TRANSITION LF 1,700.0000 35,700.00 0.000 0 (F) 090 REMOVE GUARDRAIL LF 7.5000 14,475.00 0.000 0 091 REMOVE CRASH CUSHION (SAND FILLED) EA 698.0000 698.00 0.000 0 092 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 175,000.00 0.000 0 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 20,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,376.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 095 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 111,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 26,595.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 20.0000 7,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 098 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 96,250.00 0.000 0 099 12" RUMBLE STRIP STA 1,320.0000 17,160.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 100 12" RUMBLE STRIP STA 1,230.0000 15,990.00 0.000 0 (CONCRETE PAVEMENT) 101 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MODIFYING EXISTING ELECTRICAL SYSTEM LS 580,000.0000 580,000.00 0.000 0 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 104 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 30.0000 57,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2904 TIME 10:44 AM ESTIMATE NO. 002 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 837,989.55 895,589.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 837,989.55 895,589.55 105 MOBILIZATION LS 2,096,700.0000 2,096,700.00 0.500 1,048,350.00 0.500 1,048,350 ORIGINAL CONTRACT AMOUNT 21,081,000.00 TOTAL WORK COMPLETED 1,886,339.55 1,943,939.55 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -26,800.00 -26,800.00 TOTAL 1,859,539.55 1,917,139.55 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 12/21/18 250 02/19/19 02/19/19 04/15/20 26 38 0 0 9% 10% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/19/19. OBAIDULLAH RASHID "ABDUL" RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/19