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 07/25/16 EST. NO. 011 TIME 01:39 PM R.E. NAME: GREWAL, MANDHIR 02-3E7714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0007 6,214.45 E.W. @ F.A.(+) 041116 N 0054.0 0008 1,626.55 051816 N 0055.0 0009 3,343.17 052016 N 0056.0 0010 4,007.15 052416 N 0058.0 0011 3,776.79 060216 N 0062.0 009 0001 4,548.27 E.W. @ F.A.(+) 042516 N 0045.0 0002 4,337.49 042616 N 0046.0 0003 2,458.91 042716 N 0047.0 0004 4,441.11 042816 N 0048.0 0007 11,065.59 041516 N 0064.0 010 0001 6,215.74 E.W. @ F.A.(+) 053116 N 0060.0 011 0002 17,500.00 A.C. @ L.S.(+) 071416 N 71 0 69,535.22 TOTAL THIS ESTIMATE 35,095.60 TOTAL PREVIOUS ESTIMATE 104,630.82 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 07/25/16 EST. NO. 011 TIME 01:39 PM R.E. NAME: GREWAL, MANDHIR 02-3E7714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/15 -1,000.00 002 RETURN 9/15 DEDUCT 1,000.00 003 PER LTR DATED 12/15 -2,000.00 005 CERTIFIED PAYROLLS -10,000.00 006 RTN DEDUCT 12/15 2,000.00 006 RTN DEDUCT 11/15 10,000.00 007 PER LTR DATED 4/16 -1,000.00 008 RTN DEDUCT 4/16 1,000.00 009 PER LTR DATED 6/16 -8,000.00 010 PER LTR DATED 7/16 -1,000.00 011 -1,000.00 -9,000.00 TOTAL DEDUCTIONS -1,000.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 LOCATION RERUN PROGRESS ESTIMATE 02-TRI-299-36.9/53.5 ----------------------- MERCER-FRASER COMPANY IN TRINITY COUNTY AT AND NEAR P.O. BOX 1006 JUNCTION CITY AND WEAVERVILLE FROM EUREKA CA 95502 NORTH FORK TRINITY RIVER BRIDGE TO 0.1 MILE EAST OF INDUSTRIAL PARKWAY. FED. AID NO. STP-P299(189)E HMA PAVING, ADA RAMPS, POLY CONCRTE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.745 3,725 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 60,000.00 8.000 4,000.00 69.000 34,500 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.324 3,240.00 0.933 9,330 005 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.233 69,900 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.369 3,690.00 0.575 5,750 007 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.067 1,005.00 0.575 8,625 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.900 4,500 009 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 2,100.00 0.000 0 010 TEMPORARY FIBER ROLL LF 5.0000 18,750.00 483.000 2,415 011 TEMPORARY GRAVEL BAG BERM LF 5.0000 1,500.00 0.000 0 012 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.000 0 013 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,250.00 50.000 250 014 TREATED WOOD WASTE LB 0.1000 10,000.00 0.000 0 015 PUBLIC SAFETY PLAN LS 15,000.0000 15,000.00 0.000 0 016 ABANDON CULVERT (EA) EA 2,800.0000 8,400.00 0.000 0 017 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 1,080.00 0.000 0 018 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 0.000 0 019 REMOVE SIGN PANEL EA 5.5000 27.50 0.000 0 020 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 88,200.00 0.000 0 021 REMOVE CULVERT (LF) LF 26.0000 23,660.00 800.000 20,800 022 REMOVE DOWNDRAIN LF 54.0000 4,050.00 45.000 2,430 PROGRAM CAS145 PAGE 2 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 600.0000 600.00 1.000 600 024 REMOVE HEADWALL EA 650.0000 650.00 1.000 650 025 REMOVE POLYESTER CONCRETE OVERLAY SQFT 6.0000 27,144.00 0.000 0 026 REMOVE DELINEATOR EA 11.0000 5,830.00 0.000 0 027 RECONSTRUCT DRAINAGE INLET LID EA 2,200.0000 2,200.00 1.000 2,200 028 RECONSTRUCT GUARDRAIL (7' STEEL POST) LF 32.0000 14,400.00 0.000 0 029 RECONSTRUCT GUARDRAIL LF 19.0000 151,810.00 0.000 0 030 RECONSTRUCT TERMINAL SYSTEM (TYPE ET) EA 1,100.0000 2,200.00 0.000 0 031 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,300.0000 26,000.00 0.000 0 032 RESET ROADSIDE SIGN EA 170.0000 170.00 0.000 0 033 ADJUST GUARDRAIL LF 7.6000 3,040.00 0.000 0 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 335,250.00 0.000 0 035 REMOVE CONCRETE (SQYD) SQYD 112.0000 112,000.00 81.160 9,089.92 1,164.000 130,368 036 REMOVE UNSOUND CONCRETE CF 36.0000 1,188.00 0.000 0 037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.9000 11,361.60 0.000 0 038 FURNISH POLYESTER CONCRETE OVERLAY CF 69.0000 87,492.00 0.000 0 039 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.6000 32,822.40 0.000 0 (F) 040 CLEANING, INSPECTING, AND PREPARING LF 19.0000 1,843.00 0.000 0 CULVERT (LF) 041 SAND BACKFILL CY 220.0000 2,640.00 0.000 0 042 24" CURED-IN-PLACE PIPELINER LF 160.0000 15,520.00 0.000 0 043 ROADWAY EXCAVATION CY 93.0000 49,290.00 0.500 46.50 20.600 1,915 044 SHOULDER BACKING TON 25.0000 327,500.00 0.000 0 045 ASSEMBLE AND INSTALL BENCH EA 1,000.0000 2,000.00 0.000 0 046 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2300 2,369.00 0.000 0 047 STRAW SQFT 0.2100 2,163.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 66.0000 23,100.00 0.000 0 049 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PREPAVING GRINDING DAY EA 11,400.0000 68,400.00 6.000 68,400.00 6.000 68,400 051 REPLACE ASPHALT CONCRETE SURFACING CY 195.0000 97,500.00 1,039.400 202,683 052 HOT MIX ASPHALT (TYPE A) TON 75.0000 4,462,500.00 7.800 585 053 HOT MIX ASPHALT-OPEN GRADED TON 75.0000 582,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 054 DATA CORE LS 5,000.0000 5,000.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.3000 71.50 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.3000 403.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3000 10,907.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3000 7,956.00 0.000 0 059 PLACE HOT MIX ASPHALT SQYD 120.0000 46,800.00 90.600 10,872 (MISCELLANEOUS AREA) 060 TACK COAT TON 50.0000 7,000.00 0.000 0 061 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 30,600.00 -2.940 -5,292.00 10.980 19,764 (F) 062 CLEAN EXPANSION JOINT LF 39.0000 10,920.00 0.000 0 063 JOINT SEAL (MR 1/2") LF 35.0000 3,640.00 0.000 0 064 JOINT SEAL (TYPE AL) LF 34.0000 5,984.00 0.000 0 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 49.00 0.000 0 (0.063"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 371.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 688.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 852.00 0.000 0 (0.063-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 069 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 6.0000 1,260.00 0.000 0 070 ROADSIDE SIGN - ONE POST EA 415.0000 3,735.00 0.000 0 071 ROADSIDE SIGN - TWO POST EA 680.0000 6,120.00 0.000 0 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 500.00 0.000 0 METHOD) 073 INSTALL ROADSIDE SIGN PANEL ON EA 205.0000 410.00 0.000 0 EXISTING POST 074 STAIN GALVANIZED SURFACES LS 92,000.0000 92,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 PAINT CURB (2-COAT) LF 2.8000 1,120.00 0.000 0 076 12" PLASTIC PIPE LF 135.0000 11,475.00 0.000 0 077 18" PLASTIC PIPE LF 184.0000 46,000.00 243.400 44,785 078 24" PLASTIC PIPE LF 468.0000 936.00 2.000 936 079 30" PLASTIC PIPE LF 449.0000 11,225.00 25.000 11,225 080 12" CORRUGATED STEEL PIPE LF 472.0000 5,664.00 2.100 991 081 24" CORRUGATED STEEL PIPE (.109" THICK) LF 319.0000 319,000.00 1,011.100 322,540 082 57" X 38" CORRUGATED STEEL PIPE ARCH LF 435.0000 23,490.00 54.000 23,490 (.109" THICK) 083 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 122.0000 5,734.00 46.700 5,697 084 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 10,640.00 91.200 12,768 (.109" THICK) 085 ANCHOR ASSEMBLY EA 380.0000 3,040.00 7.000 2,660 086 24" CORRUGATED STEEL PIPE ENERGY EA 692.0000 1,384.00 2.000 1,384 DISSIPATOR (.064" THICK) 087 36" PRECAST CONCRETE PIPE INLET LF 390.0000 2,730.00 7.000 2,730 088 SMALL-ROCK SLOPE PROTECTION CY 146.0000 277.40 0.000 0 089 ROCK SLOPE PROTECTION (2T, METHOD A) TON 70.0000 112,700.00 2,163.620 151,453 090 ROCK SLOPE PROTECTION TON 44.0000 121,880.00 6,581.510 289,586 (1/2 T, METHOD A) (TON) 091 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 88.0000 792.00 8.700 765 (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,800.00 2,057.900 4,115 093 GEOMEMBRANE SQYD 20.0000 240.00 11.700 234 094 DETECTABLE WARNING SURFACE SQFT 22.0000 18,920.00 60.800 1,337.60 679.100 14,940 095 MINOR CONCRETE (CURB AND GUTTER) CY 910.0000 64,610.00 8.540 7,771.40 69.750 63,472 096 MINOR CONCRETE (SIDEWALK) CY 970.0000 77,600.00 80.070 77,667 097 PRE/POST CONSTRUCTION SURVEYS EA 910.0000 23,660.00 18.000 16,380 098 MISCELLANEOUS IRON AND STEEL LB 3.0000 5,664.00 1,649.000 4,947 (F) 099 ADJUST UTILITY FRAME AND COVER EA 410.0000 40,590.00 0.000 0 100 ADJUST UTILITY COVER TO GRADE EA 410.0000 3,690.00 0.000 0 101 RESET FIRE HYDRANT EA 2,800.0000 5,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 DELINEATOR (CLASS 2) EA 45.0000 49,050.00 0.000 0 103 MILEPOST MARKER EA 55.0000 1,870.00 0.000 0 104 MARKER (CULVERT) EA 55.0000 1,485.00 0.000 0 105 OBJECT MARKER EA 55.0000 6,050.00 0.000 0 106 HANDRAILING LF 260.0000 8,580.00 69.900 18,174.00 69.900 18,174 107 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 0.000 0 108 THERMOPLASTIC PAVEMENT MARKING SQFT 4.6000 32,522.00 0.000 0 109 PREFORMED THERMOPLASTIC PAVEMENT SQFT 13.5000 102,735.00 0.000 0 MARKINGMATERIAL (TRAFFIC CALMING) 110 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 73,500.00 0.000 0 (SPRAYABLE) 111 PAVEMENT MARKER EA 6.0000 42,660.00 0.000 0 (RETROREFLECTIVE-RECESSED) 112 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 113 LIGHTING LS 18,000.0000 18,000.00 0.456 8,208.00 0.456 8,208 114 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0 115 MODIFY ROADSIDE WEATHER INFORMATION LS 51,500.0000 51,500.00 0.647 33,320.50 0.647 33,320 SYSTEM PROGRAM CAS145 PAGE 6 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7714 TIME 01:39 PM ESTIMATE NO. 011 BID OPENING 04/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 152,990.92 1,712,736.24 ADJUSTMENT OF COMPENSATION 17,500.00 17,500.00 EXTRA WORK 52,035.22 87,130.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 222,526.14 1,817,367.06 116 MOBILIZATION LS 740,000.0000 740,000.00 0.200 148,000.00 0.950 703,000 ORIGINAL CONTRACT AMOUNT 9,375,280.40 TOTAL WORK COMPLETED 370,526.14 2,520,367.06 MATERIALS ON HAND ON SITE 3,837.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -9,000.00 TOTAL 369,526.14 2,515,204.38 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 07/16/15 120 08/12/15 07/31/15 09/30/16 69 172 0 0 25% 58% PROGRESS IS SATISFACTORY GREWAL, MANDHIR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/16