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 06/09/25 EST. NO. 003 TIME 03:43 PM R.E. NAME: JONATHAN NGAI 10-1M0504 --------------------------------------------------------------------------- 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 06/09/25 EST. NO. 003 TIME 03:43 PM R.E. NAME: JONATHAN NGAI 10-1M0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 9-1.16E WPCP DOCS -73,600.40 001 B2GNOW NON-COMPLINCE -30,000.00 003 -30,000.00 -103,600.40 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -40,000.00 -113,600.40 PROGRAM CAS145 PAGE 1 DATE 06/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 03:43 PM ESTIMATE NO. 003 BID OPENING 05/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/27/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 06/09/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-MPA-49-1.8/6.3 ---------------------------------------- CAL VALLEY CONSTRUCTION, INC. MARIPOSA COUNTY NEAR BOOTJACK AT VARIOUS 5125 N GATES AVE STE 102 LOCATIONS FROM 0.2 MILE NORTH OF HARRIS FRESNO CA 93722 ROAD TO 0.5 MILE SOUTH OF STUMPFIELD MOUNTAIN ROAD FED. AID NO. N O N E CULVERT REPLACEMENT AND DRAINAGE IMPROVEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 500.0000 500.00 0.150 75.00 1.000 500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 240,000.00 5.000 30,000.00 40.000 240,000 003 CONSTRUCTION AREA SIGNS LS 10,950.0000 10,950.00 0.130 1,423.50 1.000 10,950 004 TRAFFIC CONTROL SYSTEM LS 113,000.0000 113,000.00 0.130 14,690.00 1.000 113,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,600.0000 9,600.00 0.130 1,248.00 1.000 9,600 006 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.130 650.00 1.000 5,000 007 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.130 130.00 1.000 1,000 008 STREET SWEEPING LS 2,000.0000 2,000.00 0.450 900.00 1.000 2,000 009 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.130 6,500.00 1.000 50,000 010 DITCH EXCAVATION CY 100.0000 13,000.00 130.000 13,000 011 MINOR HOT MIX ASPHALT TON 600.0000 43,800.00 37.000 22,200 012 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 57.0000 7,410.00 130.000 7,410.00 130.000 7,410 013 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 57.0000 1,539.00 30.000 1,710.00 30.000 1,710 014 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 85.0000 2,210.00 26.000 2,210.00 26.000 2,210 AREA) 015 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 740.00 387.000 774 016 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 300.00 145.000 290.00 145.000 290 017 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 37,000.00 19.000 38,000.00 19.000 38,000 (F) 018 MINOR CONCRETE CY 8,000.0000 8,800.00 1.000 8,000.00 1.000 8,000 (F) 019 24" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 17,600.00 44.000 17,600 RUBBER GASKET JOINT) 020 36" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 52,800.00 132.000 52,800 RUBBER GASKET JOINT) 021 48" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 27,200.00 64.000 25,600 RUBBER GASKET JOINT) 022 36" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 12,800.00 12.000 4,800.00 32.000 12,800 PROGRAM CAS145 PAGE 2 DATE 06/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 03:43 PM ESTIMATE NO. 003 BID OPENING 05/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/27/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 06/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 36" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 024 24" CONCRETE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000 025 48" CONCRETE FLARED END SECTION EA 8,000.0000 16,000.00 2.000 16,000 026 REMOVE CULVERT (LF) LF 25.0000 7,000.00 280.000 7,000 027 REMOVE INLET EA 2,500.0000 2,500.00 1.000 2,500 028 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 250.0000 250.00 1.000 250 029 REMOVE FLARED END SECTION (EA) EA 250.0000 1,000.00 4.000 1,000 030 ROCK SLOPE PROTECTION (150 LB, CLASS CY 300.0000 28,200.00 94.000 28,200 III, METHOD B) (CY) 031 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 440.00 220.000 440 032 MISCELLANEOUS IRON AND STEEL LB 5.0000 4,190.00 838.000 4,190 (F) 033 MARKER (CULVERT) EA 140.0000 1,120.00 8.000 1,120.00 8.000 1,120 034 OBJECT MARKER (TYPE L-1) EA 120.0000 120.00 1.000 120.00 1.000 120 035 RESET OBJECT MARKER EA 75.0000 75.00 1.000 75.00 1.000 75 036 RESET ROADSIDE SIGN EA 160.0000 160.00 1.000 160.00 1.000 160 037 PAINT TRAFFIC STRIPE (2-COAT) LF 28.0000 4,200.00 150.000 4,200.00 150.000 4,200 038 6" RUMBLE STRIP (ASPHALT CONCRETE STA 5,000.0000 4,500.00 0.900 4,500.00 0.900 4,500 PAVEMENT-SINUSOIDAL) 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 5,000.0000 2,000.00 0.400 2,000.00 0.400 2,000 PAVEMENT-SINUSOIDAL) PROGRAM CAS145 PAGE 3 DATE 06/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 03:43 PM ESTIMATE NO. 003 BID OPENING 05/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/27/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 06/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 130,211.50 713,199.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 15,479.22 SUBTOTAL AMOUNT EARNED 130,211.50 728,678.22 ORIGINAL CONTRACT AMOUNT 736,004.00 TOTAL WORK COMPLETED 130,211.50 728,678.22 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -40,000.00 -113,600.40 TOTAL 90,211.50 615,077.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/16/24 40 10/15/24 10/15/24 05/27/25 40 111 0 0 100% 100% JONATHAN NGAI RESIDENT ENGINEER