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 07/24/18 EST. NO. 008 TIME 03:52 PM R.E. NAME: GREWAL, MANDHIR 02-4G3804 --------------------------------------------------------------------------- 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 0009 16,241.88 E.W. @ U.P (+) 063018 N 0013.0 16,241.88 TOTAL THIS ESTIMATE 59,451.55 TOTAL PREVIOUS ESTIMATE 75,693.43 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 07/24/18 EST. NO. 008 TIME 03:52 PM R.E. NAME: GREWAL, MANDHIR 02-4G3804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/17 -5,000.00 002 PER LTR DATED 10/17 -1,000.00 003 PER LTR DATED 1/18 -1,000.00 004 RTN DEDUCT 9/17 5,000.00 004 RTN DEDUCT 10/17 1,000.00 004 PER LTR DATED 2/18 -1,000.00 005 RTN DEDUCT 1/18 1,000.00 005 RTN DEDUCT 2/18 1,000.00 006 PER LTR DATED7/18 -2,000.00 008 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G3804 TIME 03:52 PM ESTIMATE NO. 008 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/24/18 LOCATION PROGRESS ESTIMATE 02-TRI-299-0.0/8.3 ----------------- MERCER FRASER COMPANY IN TRINITY COUNTY AT AND NEAR 77 WEST SECOND STREET SALYER FROM HUMBOLDT COUNTY LINE EUREKA CA 95501 TO 0.6 MILE EAST OF GRAY CREEK ROAD. FED. AID NO. ACST-P299-1(98E) PAVEMENT REHABILIATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,326.0000 1,326.00 0.300 397.80 0.720 954 002 CONSTRUCTION AREA SIGNS LS 6,615.0000 6,615.00 0.300 1,984.50 0.930 6,151 003 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.300 34,500.00 0.770 88,550 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,631.0000 6,631.00 0.300 1,989.30 0.770 5,105 005 JOB SITE MANAGEMENT LS 3,316.0000 3,316.00 0.300 994.80 0.770 2,553 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 691.0000 691.00 0.200 138.20 0.950 656 007 TEMPORARY DRAINAGE INLET PROTECTION EA 104.0000 2,600.00 10.000 1,040.00 10.000 1,040 008 TEMPORARY FIBER ROLL LF 7.0000 1,750.00 50.000 350.00 50.000 350 009 MODIFIED TEMPORARY SILT FENCE (ESA) LF 6.0000 3,000.00 80.000 480.00 80.000 480 010 STREET SWEEPING LS 33,156.0000 33,156.00 0.700 23,209.20 0.700 23,209 011 TEMPORARY CONCRETE WASHOUT LS 412.0000 412.00 0.700 288.40 0.700 288 012 TEMPORARY FENCE (TYPE ESA) LF 8.0000 1,760.00 80.000 640.00 80.000 640 013 TREATED WOOD WASTE LB 0.2900 14,558.00 0.000 0 014 ABANDON CULVERT (EA) EA 3,922.0000 3,922.00 1.000 3,922 015 REMOVE MARKER EA 28.0000 1,736.00 50.000 1,400.00 50.000 1,400 016 REMOVE GUARDRAIL LF 8.0000 6,800.00 0.000 0 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,440.00 450.000 900.00 450.000 900 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,300.00 250.000 1,250.00 250.000 1,250 019 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 29,820.00 3,554.000 21,324.00 3,554.000 21,324 020 REMOVE CULVERT (LF) LF 61.0000 13,420.00 213.500 13,023 021 REMOVE DOWNDRAIN (EA) EA 3,370.0000 3,370.00 1.000 3,370 022 REMOVE INLET EA 1,879.0000 3,758.00 2.000 3,758 PROGRAM CAS145 PAGE 2 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G3804 TIME 03:52 PM ESTIMATE NO. 008 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE HEADWALL EA 6,740.0000 6,740.00 1.000 6,740 024 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 3,370.0000 3,370.00 0.000 0 025 REMOVE DELINEATOR EA 28.0000 336.00 0.000 0 026 RECONSTRUCT GUARDRAIL (STEEL POST) LF 22.0000 94,380.00 0.000 0 027 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,547.0000 32,487.00 0.000 0 028 RESET ROADSIDE SIGN EA 221.0000 3,757.00 0.000 0 029 ADJUST INLET EA 1,811.0000 23,543.00 0.000 0 030 ADJUST GUARDRAIL LF 22.0000 6,600.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 81,630.00 11,707.000 105,363.00 11,707.000 105,363 032 CLEARING AND GRUBBING (LS) LS 32,815.0000 32,815.00 0.300 9,844.50 0.770 25,267 033 DEVELOP WATER SUPPLY LS 18,802.0000 18,802.00 0.300 5,640.60 0.770 14,477 034 ROADWAY EXCAVATION CY 27.0000 45,360.00 377.500 10,192.50 1,387.000 37,449 035 SHOULDER BACKING TON 33.0000 131,010.00 34.400 1,135 036 WOOD MULCH CY 89.0000 16,020.00 180.000 16,020 037 CLASS 2 AGGREGATE BASE (CY) CY 51.0000 83,130.00 243.700 12,428.70 825.700 42,110 038 HOT MIX ASPHALT (TYPE A) TON 110.0000 184,800.00 391.600 43,076.00 1,960.120 215,613 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 103.0000 1,751,000.00 17,207.960 1,772,419.88 17,207.960 1,772,419 040 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 104.0000 1,310,400.00 8,909.490 926,586.96 8,909.490 926,586 (OPEN GRADED FRICTION COURSE) 041 DATA CORE LS 4,421.0000 4,421.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 6,420.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 990.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,660.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 3,120.00 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 40.0000 4,400.00 0.000 0 (MISCELLANEOUS AREA) 047 TACK COAT TON 1,114.0000 50,130.00 30.000 33,420.00 30.000 33,420 048 RAIL ELEMENT WALL(STEEL POST) SQFT 138.0000 13,800.00 0.000 0 049 MINOR CONCRETE (MINOR STRUCTURE) CY 5,630.0000 153,699.00 27.230 153,304 (F) PROGRAM CAS145 PAGE 3 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G3804 TIME 03:52 PM ESTIMATE NO. 008 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" REINFORCED CONCRETE PIPE LF 752.0000 3,760.00 5.000 3,760 051 24" CORRUGATED STEEL PIPE (.109" THICK) LF 223.0000 55,750.00 246.000 54,858 052 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 248.0000 3,224.00 13.000 3,224 (.109" THICK) 053 24" ANCHOR ASSEMBLY EA 1,747.0000 1,747.00 1.000 1,747 054 24" TO 18" CORRUGATED STEEL ECCENTRIC EA 1,810.0000 1,810.00 1.000 1,810 REDUCER (.079" THICK) 055 24" STEEL FLARED END SECTION EA 918.0000 1,836.00 1.000 918 056 ROCK SLOPE PROTECTION CY 286.0000 10,010.00 175.300 50,135 (LIGHT, METHOD B) (CY) 057 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 1,330.00 95.000 1,330 058 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,434.00 478.000 1,434 (F) 059 DELINEATOR (CLASS 2) EA 55.0000 1,485.00 0.000 0 060 MILEPOST MARKER EA 55.0000 935.00 0.000 0 061 MARKER (CULVERT) EA 50.0000 1,550.00 0.000 0 062 OBJECT MARKER (TYPE L-1) EA 55.0000 2,035.00 0.000 0 063 METAL BEAM GUARD RAILING (STEEL POST) LF 61.0000 13,420.00 0.000 0 064 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.0000 158,460.00 0.000 0 065 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 66.0000 7,920.00 0.000 0 066 MODIFIED DOUBLE THRIE BEAM BARRIER LF 210.0000 84,000.00 0.000 0 067 TRANSITION RAILING (TYPE WB) EA 4,642.0000 78,914.00 0.000 0 068 TRANSITION RAILING (TYPE STB) EA 5,498.0000 5,498.00 0.000 0 069 MODIFIED TRANSITION RAILING (TYPE WB) EA 8,289.0000 33,156.00 0.000 0 070 MODIFIED BURIED END ANCHOR ASSEMBLY LF 304.0000 22,800.00 0.000 0 071 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,763.0000 5,526.00 0.000 0 072 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 61,540.00 0.000 0 073 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 248.40 0.000 0 074 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 7,420.00 0.000 0 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 280.60 0.000 0 (BROKEN 12-3) 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 2,576.00 0.000 0 (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G3804 TIME 03:52 PM ESTIMATE NO. 008 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER EA 7.0000 27,090.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G3804 TIME 03:52 PM ESTIMATE NO. 008 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,009,858.34 3,648,052.14 ADJUSTMENT OF COMPENSATION 0.00 24,325.20 EXTRA WORK 16,241.88 51,368.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,026,100.22 3,723,745.57 078 MOBILIZATION LS 280,235.0000 280,235.00 0.250 70,058.75 1.000 280,235 ORIGINAL CONTRACT AMOUNT 5,203,191.00 TOTAL WORK COMPLETED 3,096,158.97 4,003,980.57 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 3,094,158.97 4,001,980.57 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 12/21/16 70 07/21/17 07/21/17 08/13/18 54 195 4 0 73% 73% PROGRESS IS SATISFACTORY GREWAL, MANDHIR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/18