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 06/20/16 EST. NO. 015 TIME 10:18 AM R.E. NAME: SCHEIBER, TROY 10-0W1904 --------------------------------------------------------------------------- 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 0029 617.96 E.W. @ F.A.(+) 041116 N 0570.0 0030 744.67 042516 N 0571.0 013 0043 101.20 E.W. @ F.A.(+) 022416 N 0572.0 0044 9,698.58 020116 N 0573.0 11,162.41 TOTAL THIS ESTIMATE -1,463,098.65 TOTAL PREVIOUS ESTIMATE -1,451,936.24 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 06/20/16 EST. NO. 015 TIME 10:18 AM R.E. NAME: SCHEIBER, TROY 10-0W1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONCOMPL TRAFICSTRIP -75,000.00 014 NONCOMPL TRAFICSTRIP 75,000.00 015 RUMBLESTRIP NONCOMPL -1,000.00 015 74,000.00 -1,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 003 RECE'D PAYROLLS 3,000.00 004 MIAAING PAYROLLS -10,000.00 005 MISSING PAYROLLS -4,000.00 007 REC'ED #5 10,000.00 008 MISSING PAYROLLS -5,000.00 009 REC'ED PAYROLLS 9,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 74,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:18 AM ESTIMATE NO. 015 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 06/20/16 LOCATION PROGRESS ESTIMATE 10-SJ-99-22.9/38.8 ----------------- A. TEICHERT & SON, INC DBA. IN SAN JOAQUIN COUNTY ON ROUTE 99 TEICHERT CONSTRUCTION FROM HAMMER LANE IN STOCKTON TO THE 265 VAL DERVIN PARKWAY SACRAMENTO COUNTY LINE STOCKTON CA 95206 FED. AID NO. NHP-P099(579)E DIGOUT AND REPAIR LOCALIZED AREAS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.900 900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 225,000.00 7.000 10,500.00 150.000 225,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.930 9,300 005 TRAFFIC CONTROL SYSTEM LS 607,000.0000 607,000.00 0.041 24,887.00 1.000 607,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,100.00 252.000 8,820 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.041 2,050.00 1.000 50,000 008 TEMPORARY RAILING (TYPE K) LF 13.0000 67,860.00 5,220.000 67,860 009 TEMPORARY CRASH CUSHION MODULE EA 180.0000 46,800.00 248.000 44,640 010 JOB SITE MANAGEMENT LS 18,000.0000 18,000.00 0.041 738.00 1.000 18,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,500.0000 5,500.00 0.140 770.00 1.000 5,500 012 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 013 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2600 17,732.00 0.000 0 STRIPE (HAZARDOUS WASTE) 014 TREATED WOOD WASTE LB 0.0500 5,100.00 100,689.710 5,034 015 REMOVE GUARDRAIL LF 5.0000 42,950.00 8,284.000 41,420 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 630.00 190.400 571 017 REMOVE ROADSIDE SIGN EA 80.0000 80.00 1.000 80 018 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 170.0000 510.00 3.000 510.00 3.000 510 019 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 43,780.00 39,212.000 43,133 020 REMOVE CULVERT (LF) LF 650.0000 1,950.00 3.000 1,950 021 REMOVE DOWNDRAIN (EA) EA 600.0000 6,600.00 13.000 7,800 022 REMOVE INLET EA 700.0000 700.00 1.000 700 PROGRAM CAS145 PAGE 2 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:18 AM ESTIMATE NO. 015 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE PAVEMENT (CY) CY 40.0000 18,800.00 470.000 18,800 024 RESET ROADSIDE SIGN EA 150.0000 14,250.00 5.000 750.00 60.000 9,000 025 ADJUST GRATE TO GRADE EA 500.0000 105,000.00 182.000 91,000 026 ADJUST FRAME AND GRATE TO GRADE EA 2,400.0000 129,600.00 7.000 16,800.00 36.000 86,400 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1000 795,300.00 701,624.066 771,786 029 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 1,275.00 85.000 1,275 030 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 031 SHOULDER BACKING TON 44.0000 260,040.00 7,334.420 322,714 032 STRUCTURE EXCAVATION (RETAINING WALL) CY 156.0000 43,524.00 279.000 43,524 (F) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 200.0000 39,000.00 195.000 39,000 (F) 034 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 108,300.00 965.820 91,752 035 HIGH FRICTION SURFACE TREATMENT SQYD 32.0000 215,040.00 6,999.440 223,982 (POLYMER RESIN) 036 PREPAVING INERTIAL PROFILER LS 5,500.0000 5,500.00 1.000 5,500 037 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 82.2000 2,671,500.00 34,478.920 2,834,167 038 RUBBERIZED HOT MIX ASPHALT, TON 82.2000 12,247,800.00 130,216.860 10,703,825 SUPERPAVE (GAP GRADED) 039 SHOULDER RUMBLE STRIP STA 21.0000 59,220.00 2,937.350 61,684 (HMA,GROUND-IN INDENTATIONS) 040 DATA CORE LS 20,000.0000 20,000.00 1.000 20,000 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 3,542.00 3,832.000 8,813 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 75,400.00 40,630.000 81,260 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 4,700.00 2,867.000 7,167 044 PLACE HOT MIX ASPHALT SQYD 150.0000 4,650.00 31.000 4,650 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,850.0000 277,500.00 404.550 748,417 046 STRUCTURAL CONCRETE, RETAINING WALL CY 940.0000 178,600.00 190.000 178,600 (F) 047 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 41,800.00 19.000 41,800 (F) 048 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 26,418.00 17,612.000 26,418 (F) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 800.00 40.000 800 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:18 AM ESTIMATE NO. 015 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 2.000 400 051 10" FLUME DOWNDRAIN LF 50.0000 11,500.00 181.000 9,050 052 10" TAPERED INLET EA 1,000.0000 11,000.00 9.000 9,000 053 10" FLUME ANCHOR ASSEMBLY EA 110.0000 3,630.00 14.000 1,540 054 DETECTABLE WARNING SURFACE SQFT 50.0000 1,000.00 20.000 1,000 055 MINOR CONCRETE (TEXTURED PAVING) CY 460.0000 524,400.00 965.820 444,277 056 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,830.0000 18,300.00 4.000 7,320 CURB RAMP) 057 PRE/POST CONSTRUCTION SURVEYS EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 058 MISCELLANEOUS IRON AND STEEL LB 3.0000 978.00 326.000 978 (F) 059 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0000 105,992.00 26,498.000 105,992 (F) 060 DELINEATOR (CLASS 1) EA 35.0000 2,100.00 29.000 1,015.00 51.000 1,785 061 GUARD RAILING DELINEATOR EA 30.0000 1,770.00 284.000 8,520 062 OBJECT MARKER (TYPE K) EA 35.0000 210.00 4.000 140.00 4.000 140 063 OBJECT MARKER (TYPE L) EA 35.0000 1,785.00 40.000 1,400 064 OBJECT MARKER (TYPE P) EA 40.0000 1,520.00 37.000 1,480 065 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.4000 113,256.00 4,675.500 109,406 066 CONCRETE BARRIER (TRANSITION) LF 624.0000 401,232.00 643.000 401,232 067 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 40.0000 3,000.00 62.500 2,500 (WOOD POST) 068 TRANSITION RAILING (TYPE WB-31) EA 3,130.0000 122,070.00 44.000 137,720 069 END CAP (TYPE A) EA 100.0000 500.00 8.000 800 070 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 20,400.00 27.000 16,200 071 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,525.0000 2,525.00 7.000 17,675 072 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,870.0000 110,330.00 54.000 100,980 073 ALTERNATIVE CRASH CUSHION SYSTEM EA 23,230.0000 46,460.00 2.000 46,460 074 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 645.0000 39,990.00 62.000 39,990 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 133,500.00 126,543.000 37,962.90 552,886.000 165,865 076 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 16,320.00 32,581.000 19,548 PROGRAM CAS145 PAGE 4 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:18 AM ESTIMATE NO. 015 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC PAVEMENT MARKING SQFT 4.1000 37,269.00 8,922.800 36,583 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 34,350.00 9,240.000 1,386.00 229,460.000 34,419 (BROKEN 36-12) 079 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 858.00 5,545.000 831 (BROKEN 17-7) 080 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 580.00 290.000 580.00 290.000 580 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 27,830.00 4,594.000 10,566.20 12,292.000 28,271 082 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 083 MODIFY TRAFFIC MONITORING STATION LS 52,000.0000 52,000.00 1.000 52,000 084 MODIFY VEHICLE CLASSIFICATION STATION LS 45,600.0000 45,600.00 1.000 45,600 085 MODIFY LIGHTING LS 103,000.0000 103,000.00 1.000 103,000 086 COMMUNICATION PULL BOX LS 52,500.0000 52,500.00 1.000 52,500 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ROADWAY EXCAVATION CY 65.0000 142,350.00 1,992.770 129,530 089 TEMPORARY GRAVEL BAG BERM LF 10.0000 50,000.00 95.000 950 090 TEMPORARY FIBER ROLL LF 4.3400 43,400.00 3,214.000 13,948 091 TEMPORARY DRAINAGE INLET PROTECTION EA 214.0000 2,354.00 11.000 2,354 PROGRAM CAS145 PAGE 5 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:18 AM ESTIMATE NO. 015 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 112,655.10 19,781,886.82 ADJUSTMENT OF COMPENSATION 0.00 -2,039,928.63 EXTRA WORK 11,162.41 587,992.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 123,817.51 18,329,950.58 092 MOBILIZATION LS 2,166,070.0000 2,166,070.00 1.000 2,166,070 ORIGINAL CONTRACT AMOUNT 23,029,680.00 TOTAL WORK COMPLETED 123,817.51 20,496,020.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 74,000.00 -1,000.00 TOTAL 197,817.51 20,495,020.58 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 01/12/15 150 03/09/15 03/09/15 06/21/16 149 173 0 0 94% 99% PROGRESS IS SATISFACTORY SCHEIBER, TROY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/16