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 09/19/25 EST. NO. 002 TIME 04:48 PM R.E. NAME: HARMINDER DEOL 10-1S5804 --------------------------------------------------------------------------- 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 09/19/25 EST. NO. 002 TIME 04:48 PM R.E. NAME: HARMINDER DEOL 10-1S5804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S5804 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 04/16/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 09/19/25 LOCATION PROGRESS ESTIMATE 10-VAR ----------------- QUIMU CONTRACTING, INC. MERCED COUNTY NEAR LOS BANOS AT VARIOUS 5830 DIXON AVENUE WEST LOCATIONS DIXON CA 95620 FED. AID NO. N O N E CULVERT REPLACEMENT AND EROSION CONTROL. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 150.0000 9,750.00 40.000 6,000.00 65.000 9,750 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.400 4,000.00 1.000 10,000 004 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.400 32,000.00 1.000 80,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 75.0000 3,600.00 16.000 1,200.00 16.000 1,200 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 0.400 2,000.00 1.000 5,000 007 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.400 16,800.00 1.000 42,000 008 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 009 TEMPORARY FIBER ROLL LF 3.9800 5,970.00 1,459.000 5,806.82 1,459.000 5,806 010 TEMPORARY SILT FENCE LF 3.9600 7,840.80 1,980.000 7,840.80 1,980.000 7,840 011 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 012 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 013 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 495.0000 990.00 2.000 990.00 2.000 990 014 DRY SEED (SQFT) SQFT 0.3500 1,137.50 3,250.000 1,137.50 3,250.000 1,137 015 FIBER ROLLS LF 10.0800 685.44 68.000 685.44 68.000 685 016 COMPOST (CY) CY 398.5200 5,180.76 13.000 5,180.76 13.000 5,180 017 MINOR HOT MIX ASPHALT TON 1,500.0000 39,000.00 21.000 31,500.00 21.000 31,500 018 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 3,000.0000 69,000.00 15.920 47,760.00 15.920 47,760 019 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 22,800.00 5.700 22,800 (F) 020 MINOR CONCRETE (MINOR STRUCTURE) CY 5,000.0000 5,000.00 1.000 5,000 (F) 021 CONCRETE BACKFILL (PIPE TRENCH) CY 500.0000 38,300.00 -2.200 -1,100.00 47.800 23,900 (F) 022 STRESS REDUCING SLAB CY 750.0000 15,750.00 17.880 13,410.00 17.880 13,410 PROGRAM CAS145 PAGE 2 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S5804 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 04/16/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 24" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 100,000.00 -26.000 -10,400.00 174.000 69,600 RUBBER GASKET JOINT) 024 12" X 21.6" ELLIPTICAL CORRUGATED STEEL LF 250.0000 18,750.00 15.000 3,750.00 75.000 18,750 PIPE (.109" THICK) 025 12" X 21.6" ELLIPTICAL CORRUGATED STEEL EA 500.0000 500.00 1.000 500 FLARED END SECTION 026 24" CONCRETE FLARED END SECTION EA 2,500.0000 7,500.00 2.000 5,000 027 36" PRECAST CONCRETE PIPE INLET LF 1,000.0000 4,500.00 4.500 4,500.00 4.500 4,500 028 REMOVE CULVERT (LF) LF 50.0000 17,500.00 260.000 13,000.00 360.000 18,000 029 REMOVE INLET EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000 030 REMOVE FLARED END SECTION (EA) EA 300.0000 300.00 1.000 300.00 1.000 300 031 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,180.00 236.000 1,180.00 236.000 1,180 (F) 032 REMOVE PAVEMENT MARKER EA 65.0000 390.00 4.000 260.00 4.000 260 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 65.0000 390.00 3.000 195.00 3.000 195 034 MARKER (CULVERT) EA 65.0000 910.00 12.000 780.00 12.000 780 035 OBJECT MARKER (TYPE L-1) EA 65.0000 520.00 6.000 390.00 6.000 390 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 75.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 037 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 450.00 60.000 300.00 60.000 300 (ENHANCED WET NIGHT VISIBILITY) 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 700.00 72.000 360.00 72.000 360 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 500.0000 300.00 0.400 200.00 0.400 200 PAVEMENT) 040 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 150.00 12.000 60.00 12.000 60 (WARRANTY) (BROKEN 36-12) 041 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S5804 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 04/16/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 196,586.32 465,836.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 196,586.32 465,836.32 042 MOBILIZATION LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000 ORIGINAL CONTRACT AMOUNT 597,619.50 TOTAL WORK COMPLETED 199,086.32 515,836.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 199,086.32 515,836.32 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 06/10/25 65 07/21/25 07/21/25 11/07/25 46 0 0 0 86% 71% PROGRESS IS SATISFACTORY HARMINDER DEOL RESIDENT ENGINEER