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 11/20/24 EST. NO. 001 TIME 02:39 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 11/20/24 EST. NO. 001 TIME 02:39 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 -73,600.40 -73,600.40 TOTAL DEDUCTIONS -73,600.40 -73,600.40 PROGRAM CAS145 PAGE 1 DATE 11/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 02:39 PM ESTIMATE NO. 001 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 11/20/24 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 11/20/24 LOCATION PROGRESS ESTIMATE 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 0.550 275.00 0.550 275 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 240,000.00 22.000 132,000.00 22.000 132,000 003 CONSTRUCTION AREA SIGNS LS 10,950.0000 10,950.00 0.680 7,446.00 0.680 7,446 004 TRAFFIC CONTROL SYSTEM LS 113,000.0000 113,000.00 0.550 62,150.00 0.550 62,150 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,600.0000 9,600.00 0.550 5,280.00 0.550 5,280 006 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.550 2,750.00 0.550 2,750 007 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.550 550.00 0.550 550 008 STREET SWEEPING LS 2,000.0000 2,000.00 0.550 1,100.00 0.550 1,100 009 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.680 34,000.00 0.680 34,000 010 DITCH EXCAVATION CY 100.0000 13,000.00 98.000 9,800.00 98.000 9,800 011 MINOR HOT MIX ASPHALT TON 600.0000 43,800.00 26.000 15,600.00 26.000 15,600 012 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 57.0000 7,410.00 0.000 0 013 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 57.0000 1,539.00 0.000 0 014 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 85.0000 2,210.00 0.000 0 AREA) 015 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 740.00 387.000 774.00 387.000 774 016 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 300.00 0.000 0 017 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 37,000.00 0.000 0 (F) 018 MINOR CONCRETE CY 8,000.0000 8,800.00 0.000 0 (F) 019 24" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 17,600.00 44.000 17,600.00 44.000 17,600 RUBBER GASKET JOINT) 020 36" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 52,800.00 112.000 44,800.00 112.000 44,800 RUBBER GASKET JOINT) 021 48" REINFORCED CONCRETE PIPE (CLASS III, LF 400.0000 27,200.00 64.000 25,600.00 64.000 25,600 RUBBER GASKET JOINT) 022 36" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 12,800.00 20.000 8,000.00 20.000 8,000 PROGRAM CAS145 PAGE 2 DATE 11/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 02:39 PM ESTIMATE NO. 001 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 11/20/24 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 11/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 24" CONCRETE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000 025 48" CONCRETE FLARED END SECTION EA 8,000.0000 16,000.00 2.000 16,000.00 2.000 16,000 026 REMOVE CULVERT (LF) LF 25.0000 7,000.00 280.000 7,000.00 280.000 7,000 027 REMOVE INLET EA 2,500.0000 2,500.00 0.000 0 028 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 250.0000 250.00 1.000 250.00 1.000 250 029 REMOVE FLARED END SECTION (EA) EA 250.0000 1,000.00 4.000 1,000.00 4.000 1,000 030 ROCK SLOPE PROTECTION (150 LB, CLASS CY 300.0000 28,200.00 71.000 21,300.00 71.000 21,300 III, METHOD B) (CY) 031 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 440.00 165.000 330.00 165.000 330 032 MISCELLANEOUS IRON AND STEEL LB 5.0000 4,190.00 0.000 0 (F) 033 MARKER (CULVERT) EA 140.0000 1,120.00 0.000 0 034 OBJECT MARKER (TYPE L-1) EA 120.0000 120.00 0.000 0 035 RESET OBJECT MARKER EA 75.0000 75.00 0.000 0 036 RESET ROADSIDE SIGN EA 160.0000 160.00 0.000 0 037 PAINT TRAFFIC STRIPE (2-COAT) LF 28.0000 4,200.00 0.000 0 038 6" RUMBLE STRIP (ASPHALT CONCRETE STA 5,000.0000 4,500.00 0.000 0 PAVEMENT-SINUSOIDAL) 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 5,000.0000 2,000.00 0.000 0 PAVEMENT-SINUSOIDAL) PROGRAM CAS145 PAGE 3 DATE 11/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M0504 TIME 02:39 PM ESTIMATE NO. 001 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 11/20/24 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 11/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 419,605.00 419,605.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 419,605.00 419,605.00 ORIGINAL CONTRACT AMOUNT 736,004.00 TOTAL WORK COMPLETED 419,605.00 419,605.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -73,600.40 -73,600.40 TOTAL 346,004.60 346,004.60 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 08/16/24 40 10/15/24 10/15/24 12/13/24 27 1 0 0 56% 68% PROGRESS IS SATISFACTORY JONATHAN NGAI RESIDENT ENGINEER