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 12/21/15 EST. NO. 010 TIME 10:14 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 0015 375.57 E.W. @ F.A.(+) 080515 N 0074.0 0016 788.72 080915 N 0075.0 0017 621.44 081615 N 0076.0 0018 584.35 081915 N 0085.0 0019 649.55 082015 N 0086.0 0020 563.36 082415 N 0087.0 3,582.99 TOTAL THIS ESTIMATE -1,510,346.09 TOTAL PREVIOUS ESTIMATE -1,506,763.10 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 12/21/15 EST. NO. 010 TIME 10:14 AM R.E. NAME: SCHEIBER, TROY 10-0W1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -9,000.00 TOTAL DEDUCTIONS 0.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:14 AM ESTIMATE NO. 010 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 12/20/15 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 12/21/15 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 0.750 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 225,000.00 127.000 190,500 004 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 0.849 515,343 006 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 0.849 42,450 008 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 0.849 15,282 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,500.0000 5,500.00 0.750 4,125 012 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.900 9,000 013 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 21,064.540 1,053.23 92,292.650 4,614 015 REMOVE GUARDRAIL LF 5.0000 42,950.00 1,587.500 7,937.50 7,421.500 37,107 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 630.00 190.400 571 017 REMOVE ROADSIDE SIGN EA 80.0000 80.00 0.000 0 018 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 170.0000 510.00 0.000 0 019 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 43,780.00 2,651.000 2,916.10 37,753.000 41,528 020 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 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:14 AM ESTIMATE NO. 010 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 12/20/15 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 12/21/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 025 ADJUST GRATE TO GRADE EA 500.0000 105,000.00 152.000 76,000 026 ADJUST FRAME AND GRATE TO GRADE EA 2,400.0000 129,600.00 23.000 55,200.00 29.000 69,600 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1000 795,300.00 28,735.000 31,608.50 701,624.066 771,786 029 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 1,275.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 031 SHOULDER BACKING TON 44.0000 260,040.00 2,086.000 91,784.00 7,972.900 350,807 032 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 108,300.00 131.930 12,533.35 346.020 32,871 035 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 2,671,500.00 198.900 16,349.58 34,163.400 2,808,231 038 RUBBERIZED HOT MIX ASPHALT, TON 82.2000 12,247,800.00 4,237.630 348,333.19 130,216.860 10,703,825 SUPERPAVE (GAP GRADED) 039 SHOULDER RUMBLE STRIP STA 21.0000 59,220.00 1,251.350 26,278 (HMA,GROUND-IN INDENTATIONS) 040 DATA CORE LS 20,000.0000 20,000.00 0.250 5,000 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 3,542.00 248.000 570.40 1,888.000 4,342 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 75,400.00 7,477.000 14,954.00 23,075.000 46,150 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 4,700.00 203.000 507.50 797.000 1,992 044 PLACE HOT MIX ASPHALT SQYD 150.0000 4,650.00 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,850.0000 277,500.00 42.330 78,310.50 338.430 626,095 046 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 7.000 15,400 (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 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 12/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:14 AM ESTIMATE NO. 010 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 12/20/15 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 12/21/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 10" FLUME DOWNDRAIN LF 50.0000 11,500.00 181.000 9,050 052 10" TAPERED INLET EA 1,000.0000 11,000.00 14.000 14,000 053 10" FLUME ANCHOR ASSEMBLY EA 110.0000 3,630.00 14.000 1,540 054 DETECTABLE WARNING SURFACE SQFT 50.0000 1,000.00 0.000 0 055 MINOR CONCRETE (TEXTURED PAVING) CY 460.0000 524,400.00 214.500 98,670 056 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,830.0000 18,300.00 0.000 0 CURB RAMP) 057 PRE/POST CONSTRUCTION SURVEYS EA 4,000.0000 4,000.00 0.000 0 058 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 0.000 0 061 GUARD RAILING DELINEATOR EA 30.0000 1,770.00 0.000 0 062 OBJECT MARKER (TYPE K) EA 35.0000 210.00 0.000 0 063 OBJECT MARKER (TYPE L) EA 35.0000 1,785.00 3.000 105 064 OBJECT MARKER (TYPE P) EA 40.0000 1,520.00 2.000 80 065 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.4000 113,256.00 1,962.500 45,922.50 4,071.000 95,261 066 CONCRETE BARRIER (TRANSITION) LF 624.0000 401,232.00 14.000 8,736.00 643.000 401,232 067 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 40.0000 3,000.00 37.500 1,500.00 62.500 2,500 (WOOD POST) 068 TRANSITION RAILING (TYPE WB-31) EA 3,130.0000 122,070.00 6.000 18,780.00 35.000 109,550 069 END CAP (TYPE A) EA 100.0000 500.00 2.000 200 070 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 20,400.00 9.000 5,400.00 23.000 13,800 071 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,525.0000 2,525.00 4.000 10,100 072 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,870.0000 110,330.00 14.000 26,180.00 48.000 89,760 073 ALTERNATIVE CRASH CUSHION SYSTEM EA 23,230.0000 46,460.00 0.000 0 074 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 645.0000 39,990.00 62.000 39,990 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 133,500.00 251,040.000 75,312 076 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 16,320.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:14 AM ESTIMATE NO. 010 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 12/20/15 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 12/21/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 34,350.00 217,820.000 32,673 (BROKEN 36-12) 079 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 858.00 0.000 0 (BROKEN 17-7) 080 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 580.00 0.000 0 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 27,830.00 0.000 0 082 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 083 MODIFY TRAFFIC MONITORING STATION LS 52,000.0000 52,000.00 0.894 46,488 084 MODIFY VEHICLE CLASSIFICATION STATION LS 45,600.0000 45,600.00 0.452 20,611 085 MODIFY LIGHTING LS 103,000.0000 103,000.00 0.780 80,340 086 COMMUNICATION PULL BOX LS 52,500.0000 52,500.00 0.937 49,192 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ROADWAY EXCAVATION CY 65.0000 142,350.00 263.760 17,144.40 993.880 64,602 089 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 12/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W1904 TIME 10:14 AM ESTIMATE NO. 010 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 12/20/15 R.E. NAME: SCHEIBER, TROY DATE OF THIS ESTIMATE 12/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 785,720.75 18,510,127.86 ADJUSTMENT OF COMPENSATION 0.00 -1,945,058.50 EXTRA WORK 3,582.99 438,295.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 789,303.74 17,003,364.76 092 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 789,303.74 19,169,434.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,000.00 TOTAL 789,303.74 19,160,434.76 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 01/04/16 116 74 0 0 90% 77% PROGRESS IS SATISFACTORY SCHEIBER, TROY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/15