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 02/21/19 EST. NO. 011 TIME 12:59 PM R.E. NAME: COLIN DORAN 10-3A7304 --------------------------------------------------------------------------- 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 0198 21,965.49 E.W. @ F.A.(+) 010719 N 0198 0 009 0001 47,500.00 E.W. @ F.A.(+) 010719 N 0001 0 0002 8,737.85 010719 N 0002 0 78,203.34 TOTAL THIS ESTIMATE 1,169,660.28 TOTAL PREVIOUS ESTIMATE 1,247,863.62 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 02/21/19 EST. NO. 011 TIME 12:59 PM R.E. NAME: COLIN DORAN 10-3A7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 004 MISSING PAYROLLS -3,000.00 006 RECD PAYROLLS EST 4 1,000.00 007 RECD PAYROLLS EST 6 3,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A7304 TIME 12:59 PM ESTIMATE NO. 011 BID OPENING 10/17/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: COLIN DORAN DATE OF THIS ESTIMATE 02/21/19 LOCATION PROGRESS ESTIMATE 10-TUO-120-11.2/18.2 ----------------- GEORGE REED, INC. IN TUOLUMNE AND STANISLAUS COUNTY, PO BOX 4760 NEAR OAKDALE AND SONORA, FROM WEST MODESTO CA 95352 OF LANCASTER ROAD TO MOCCASIN CREEK BRIDGE. REHABILITATE PAVEMENT. FED. AID NO. ACNH-000C(466)E SHOULDER WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.950 14,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 67,500.00 9.000 4,500.00 134.000 67,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 3,331,000.0000 3,331,000.00 1.000 3,331,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9000 3,204.00 900.000 810 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,950.00 42.000 1,470 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 1.000 75,000 009 TEMPORARY RAILING (TYPE K) LF 7.0000 73,500.00 360.000 2,520 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 0.000 0 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,500.0000 14,000.00 1.000 3,500 012 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.950 950 014 TEMPORARY REINFORCED SILT FENCE LF 8.0000 23,120.00 700.000 5,600 015 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 016 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.1500 42,750.00 285,150.000 42,772 STRIPE (HAZARDOUS WASTE) 018 TREATED WOOD WASTE LB 0.1000 13,500.00 117,700.000 11,770 019 DUST CONTROL PLAN LS 1,500.0000 1,500.00 1.000 1,500 (NATURALLY OCCURRING ASBESTOS) 020 SAMPLING AND ANALYSIS PLAN LS 22,500.0000 22,500.00 1.000 22,500 (NATURALLY OCCURRING ASBESTOS) 021 ROADWAY EXCAVATION CY 90.0000 12,600.00 140.000 12,600 (NATURALLY OCCURRING ASBESTOS) 022 SHOULDER BACKING TON 5.0000 137,000.00 11,960.980 59,804 PROGRAM CAS145 PAGE 2 DATE 02/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A7304 TIME 12:59 PM ESTIMATE NO. 011 BID OPENING 10/17/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: COLIN DORAN DATE OF THIS ESTIMATE 02/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPAVING INERTIAL PROFILER LS 12,500.0000 12,500.00 1.000 12,500 024 PREPAVING GRINDING DAY EA 12,000.0000 180,000.00 15.000 180,000 025 HOT MIX ASPHALT (TYPE A) TON 67.0000 3,644,800.00 59,642.750 3,996,064 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 55.0000 7,040,000.00 108,690.600 5,977,983 027 ASPHALT BINDER TON 1,000.0000 10,000.00 10.000 10,000 (GEOSYNTHETIC PAVEMENT INTERLAYER) 028 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 8,580.00 8,580.000 8,580 (PAVING MAT) 029 DATA CORE LS 15,000.0000 15,000.00 1.000 15,000 030 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 61,100.00 91,740.000 91,740 031 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 730.00 3,478.000 3,478 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 113,000.00 94,630.000 94,630 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 3,300.00 30.000 30 034 PLACE HOT MIX ASPHALT SQYD 75.0000 93,000.00 10,937.720 820,329 (MISCELLANEOUS AREA) 035 TACK COAT TON 1,132.5200 509,634.00 365.800 414,275 036 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 17,700.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6000 592,000.00 483,852.280 774,163 038 STRUCTURAL CONCRETE, BOX CULVERT CY 2,040.0000 38,760.00 19.000 38,760 (F) 039 STRUCTURAL CONCRETE, HEADWALL CY 3,520.0000 73,920.00 21.000 73,920 (F) 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,040.0000 24,480.00 4.760 9,710 (F) 041 BAR REINFORCING STEEL LB 2.0000 2,446.00 1,093.000 2,186 (F) 042 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 4,568.00 2,284.000 4,568 (F) 043 CONCRETE BACKFILL (PIPE TRENCH) CY 130.0000 12,220.00 68.780 8,941 044 18" REINFORCED CONCRETE PIPE LF 140.0000 71,400.00 100.000 14,000 045 24" REINFORCED CONCRETE PIPE LF 350.0000 17,850.00 51.000 17,850 046 14" X 23" OVAL SHAPED REINFORCED LF 280.0000 42,000.00 150.000 42,000 CONCRETE PIPE 047 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 132,500.00 1,095.000 136,875 048 12" ENTRANCE TAPER EA 610.0000 32,330.00 53.000 32,330 049 18" CONCRETE FLARED END SECTION EA 1,850.0000 1,850.00 1.000 1,850 PROGRAM CAS145 PAGE 3 DATE 02/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A7304 TIME 12:59 PM ESTIMATE NO. 011 BID OPENING 10/17/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: COLIN DORAN DATE OF THIS ESTIMATE 02/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CONCRETE FLARED END SECTION EA 2,220.0000 2,220.00 1.000 2,220 051 REMOVE ENTRANCE TAPER EA 360.0000 19,080.00 53.000 19,080 052 REMOVE OVERSIDE DRAIN EA 225.0000 63,000.00 0.000 0 053 REMOVE CULVERT (LF) LF 23.0000 6,670.00 290.000 6,670 054 REMOVE DOWNDRAIN (EA) EA 800.0000 42,400.00 53.000 42,400 055 ADJUST INLET EA 3,000.0000 15,000.00 5.000 15,000 056 MISCELLANEOUS IRON AND STEEL LB 2.0000 4,292.00 951.000 1,902 (F) 057 REMOVE PAVEMENT MARKER EA 2.5000 62,750.00 24,500.000 61,250 058 GUARD RAILING DELINEATOR EA 30.0000 5,400.00 150.000 4,500.00 150.000 4,500 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 47,250.00 14,486.000 54,322 060 OBJECT MARKER (TYPE P) EA 60.0000 1,020.00 0.000 0 061 REMOVE ROADSIDE SIGN EA 75.0000 4,725.00 20.000 1,500.00 53.000 3,975 062 REMOVE ROADSIDE SIGN PANEL EA 50.0000 6,500.00 50.000 2,500.00 115.000 5,750 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 8,720.00 445.000 3,560.00 990.000 7,920 (.063" UNFRAMED) FOR RETRORELECTIVE SHEETING (TYPE XI) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8000 14,784.00 740.000 6,512.00 1,580.000 13,904 (.08" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 5,920.00 135.000 2,160.00 320.000 5,120 (.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 13,120.00 360.000 5,760.00 770.000 12,320 (.08" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 15,390.00 1,510.000 6,795.00 3,220.000 14,490 068 ROADSIDE SIGN - ONE POST EA 250.0000 10,000.00 15.000 3,750.00 35.000 8,750 069 ROADSIDE SIGN - TWO POST EA 330.0000 12,540.00 11.000 3,630.00 30.000 9,900 070 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 12,000.00 40.000 4,000.00 100.000 10,000 EXISTING POST 071 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.5000 282,375.00 814.000 30,525.00 8,289.000 310,837 072 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 246,400.00 225.000 12,375.00 4,388.800 241,384 073 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 4,000.0000 8,000.00 1.000 4,000.00 4.000 16,000 074 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,150.0000 47,250.00 14.000 44,100 PROGRAM CAS145 PAGE 4 DATE 02/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A7304 TIME 12:59 PM ESTIMATE NO. 011 BID OPENING 10/17/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: COLIN DORAN DATE OF THIS ESTIMATE 02/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 REMOVE GUARDRAIL LF 4.0000 35,720.00 865.000 3,460.00 8,940.000 35,760 076 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 32,650.00 6,218.000 31,090 077 THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 239,750.00 673,893.000 235,862 (SPRAYABLE) 078 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 7,100.00 18,854.000 4,713 079 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 26,120.00 5,986.000 23,944 080 6" RUMBLE STRIP STA 26.0000 75,140.00 3,129.000 81,354 (ASPHALT CONCRETE PAVEMENT) 081 12" RUMBLE STRIP STA 24.0000 73,920.00 2,885.600 69,254 (ASPHALT CONCRETE PAVEMENT) 082 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,250.0000 1,250.00 1.000 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 083 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 5 DATE 02/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A7304 TIME 12:59 PM ESTIMATE NO. 011 BID OPENING 10/17/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: COLIN DORAN DATE OF THIS ESTIMATE 02/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 99,527.00 18,049,835.37 ADJUSTMENT OF COMPENSATION 0.00 979,094.25 EXTRA WORK 78,203.34 268,769.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 177,730.34 19,297,698.99 084 MOBILIZATION LS 2,033,000.0000 2,033,000.00 1.000 2,033,000 ORIGINAL CONTRACT AMOUNT 20,334,248.00 TOTAL WORK COMPLETED 177,730.34 21,330,698.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 177,730.34 21,330,698.99 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 11/28/17 135 04/02/18 04/02/18 02/21/19 134 96 0 0 97% 99% PROGRESS IS SATISFACTORY COLIN DORAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/19