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 09/23/20 EST. NO. 002 TIME 02:42 PM R.E. NAME: MANDHIR GREWAL 02-2H6304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/23/20 EST. NO. 002 TIME 02:42 PM R.E. NAME: MANDHIR GREWAL 02-2H6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H6304 TIME 02:42 PM ESTIMATE NO. 002 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 09/23/20 LOCATION PROGRESS ESTIMATE 02-TEH-36-26.6/27.6 ----------------- TULLIS, INC. IN TEHAMA COUNTY ABOUT 14 MILES 16951 CLEAR CREEK ROAD WEST OF RED BLUFF FROM 0.3 MILES REDDING CA 96001 WEST OF BASLER ROAD TO 0.1 MILE EAST OF DIAMOND STAR ROAD. FED. AID NO. HSST-P036(117)E CURVE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.370 370.00 0.800 800 002 TIME-RELATED OVERHEAD (LS) LS 12,000.0000 12,000.00 0.370 4,440.00 0.800 9,600 003 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.370 925.00 0.800 2,000 004 CONSTRUCTION AREA SIGNS LS 4,620.0000 4,620.00 0.370 1,709.40 0.800 3,696 005 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.370 86,950.00 0.800 188,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,300.0000 3,300.00 0.370 1,221.00 0.800 2,640 SYSTEMS 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,100.0000 4,100.00 0.430 1,763 008 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 4,900.0000 4,900.00 0.370 1,813.00 0.800 3,920 009 JOB SITE MANAGEMENT LS 2,750.0000 2,750.00 0.370 1,017.50 0.800 2,200 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.370 925.00 0.800 2,000 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 330.0000 1,980.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 014 TEMPORARY COVER SQYD 1.5000 6,000.00 0.000 0 015 TEMPORARY CHECK DAM LF 3.0000 1,260.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 0.000 0 017 TEMPORARY FIBER ROLL LF 2.0000 7,820.00 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0 019 STREET SWEEPING LS 5,000.0000 5,000.00 0.370 1,850.00 0.800 4,000 020 TEMPORARY CONCRETE WASHOUT LS 750.0000 750.00 0.370 277.50 0.800 600 021 TREATED WOOD WASTE LB 1.0000 70.00 0.000 0 022 INVASIVE SPECIES CONTROL LS 1,500.0000 1,500.00 0.370 555.00 0.800 1,200 PROGRAM CAS145 PAGE 2 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H6304 TIME 02:42 PM ESTIMATE NO. 002 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (SQYD) SQYD 30.0000 210.00 7.000 210.00 7.000 210 024 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 4,150.00 743.000 3,715 025 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 026 DUST PALLIATIVE LS 7,500.0000 7,500.00 0.200 1,500.00 0.950 7,125 027 ROADWAY EXCAVATION CY 12.0000 368,400.00 31,322.000 375,864 028 SHOULDER BACKING TON 55.0000 48,950.00 1,077.220 59,247.10 1,077.220 59,247 029 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 33,200.00 16,562.000 33,124 CLASS A1 030 ROADSIDE CLEARING LS 1,000.0000 1,000.00 0.370 370.00 0.800 800 031 FIBER REINFORCED MATRIX (2) SQFT 0.2500 15,800.00 63,199.000 15,799.75 63,199.000 15,799 032 FIBER REINFORCED MATRIX (1) SQFT 0.3200 60,984.96 176,923.000 56,615.36 176,923.000 56,615 033 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0800 8,138.88 7,079.000 7,645.32 7,079.000 7,645 034 COMPOST (CY) CY 43.0000 41,710.00 700.000 30,100.00 700.000 30,100 035 INCORPORATE MATERIALS SQFT 0.1000 6,320.00 63,199.000 6,319.90 63,199.000 6,319 036 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.800 4,000.00 0.800 4,000 037 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 286,550.00 5,286.200 290,741 038 HOT MIX ASPHALT (TYPE A) TON 80.0000 229,600.00 2,216.000 177,280 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 224,000.00 2,287.100 228,710 040 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 121.0000 135,520.00 1,120.000 135,520 (OPEN GRADED FRICTION COURSE) 041 DATA CORE LS 838.6600 838.66 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 4,984.00 1,774.400 4,968.32 1,774.400 4,968 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 1,792.00 434.400 1,216.32 434.400 1,216 044 PLACE HOT MIX ASPHALT SQYD 65.0000 520.00 8.000 520.00 8.000 520 (MISCELLANEOUS AREA) 045 TACK COAT TON 575.0000 4,600.00 8.000 4,600 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 3,000.00 178.100 3,562.00 178.100 3,562 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 21,000.00 6.500 19,500 (F) 048 24" CORRUGATED STEEL PIPE (.109" THICK) LF 140.0000 56,000.00 397.900 55,706 049 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 55.0000 1,650.00 29.600 1,628 (.109" THICK) PROGRAM CAS145 PAGE 3 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H6304 TIME 02:42 PM ESTIMATE NO. 002 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" ANCHOR ASSEMBLY EA 250.0000 500.00 2.000 500 051 24" STEEL FLARED END SECTION EA 200.0000 1,600.00 8.000 1,600 052 36" PRECAST CONCRETE PIPE INLET LF 750.0000 3,750.00 4.900 3,675 053 REMOVE CULVERT (LF) LF 13.0000 2,470.00 190.000 2,470 054 ROCK SLOPE PROTECTION CY 135.0000 2,700.00 15.000 2,025.00 15.000 2,025 (150 LB, CLASS III, METHOD B) (CY) 055 ROCK SLOPE PROTECTION CY 120.0000 4,200.00 40.000 4,800.00 40.000 4,800 (60 LB, CLASS II, METHOD B) (CY) 056 ROCK SLOPE PROTECTION CY 160.0000 2,080.00 15.000 2,400.00 15.000 2,400 (20 LB, CLASS I, METHOD B) (CY) 057 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.0000 1,350.00 130.000 1,170.00 130.000 1,170 058 MINOR CONCRETE (MISCELLANEOUS CY 2,750.0000 5,500.00 1.800 4,950.00 1.800 4,950 CONSTRUCTION) 059 MISCELLANEOUS IRON AND STEEL LB 2.4500 2,303.00 0.000 0 (F) 060 METAL CATTLE GUARD EA 15,500.0000 15,500.00 1.000 15,500.00 1.000 15,500 061 REMOVE CATTLE GUARD EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 062 FENCE (TYPE BW, METAL POST) LF 14.5000 26,245.00 1,810.000 26,245.00 1,810.000 26,245 063 REMOVE FENCE LF 1.2000 11,220.00 8,500.000 10,200.00 8,500.000 10,200 064 DELINEATOR (CLASS 2) EA 50.0000 7,500.00 0.000 0 065 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.8500 2,398.50 426.000 2,492.10 426.000 2,492 066 MILEPOST MARKER EA 50.0000 450.00 0.000 0 067 MARKER (CULVERT) EA 50.0000 500.00 0.000 0 068 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 0.000 0 069 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 150.00 1.000 150.00 1.000 150 070 REMOVE ROADSIDE SIGN (METAL POST) EA 250.0000 500.00 2.000 500.00 2.000 500 071 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 0.000 0 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 1,110.00 0.000 0 (0.063"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 360.00 0.000 0 (0.080"-UNFRAMED) 074 ROADSIDE SIGN - ONE POST EA 375.0000 1,875.00 0.000 0 075 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.5000 13,275.00 590.000 13,275.00 590.000 13,275 076 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 6,600.00 2.000 6,600.00 2.000 6,600 PROGRAM CAS145 PAGE 4 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H6304 TIME 02:42 PM ESTIMATE NO. 002 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC PAVEMENT MARKING SQFT 15.5000 2,790.00 188.000 2,914.00 188.000 2,914 078 THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 10,005.00 14,500.000 10,005.00 14,500.000 10,005 (SPRAYABLE) PROGRAM CAS145 PAGE 5 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H6304 TIME 02:42 PM ESTIMATE NO. 002 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 398,353.57 1,919,407.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 398,353.57 1,919,407.17 079 MOBILIZATION LS 172,500.0000 172,500.00 1.000 172,500 ORIGINAL CONTRACT AMOUNT 2,235,300.00 TOTAL WORK COMPLETED 398,353.57 2,091,907.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 398,353.57 2,091,907.17 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 07/02/20 55 07/20/20 07/20/20 10/05/20 44 0 0 0 91% 80% PROGRESS IS SATISFACTORY MANDHIR GREWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/20