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 01/22/26 EST. NO. 007 TIME 01:13 PM R.E. NAME: BOB DECKER 06-1F9104 --------------------------------------------------------------------------- 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 01/22/26 EST. NO. 007 TIME 01:13 PM R.E. NAME: BOB DECKER 06-1F9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 2030 NONCOMPLIAN -10,000.00 002 CONC WASHOUT NONCOMP -10,000.00 002 LD 14 DAYS@$3600/DAY -50,400.00 002 B2GNOW NONCOMPLIANCE -12,436.19 003 ANTICIPATED LD'S -187,200.00 004 B2GNOW NONCOMPLIANCE -82,131.00 004 REL CONCRETE WASHOUT 10,000.00 004 MISSING CEM 2402S -10,000.00 005 MISSING CEM 4401 -10,000.00 005 MISSING OCR-0003 -10,000.00 005 REL LD'S 50,400.00 005 LD'S 25 DAYS -90,000.00 006 DVBE NONCOMPLIANCE -4,192.03 006 MVC VIOLATION -10,000.00 006 REL ANT LD'S 187,200.00 006 REL CEM 2023 NONCOMP 10,000.00 006 B2GNOW COMPLIANCE 94,567.19 007 DBVE COMPLIANCE 4,192.03 007 MVC VIOLATION 10,000.00 007 RECD CEM 2402S 10,000.00 007 RECD OCR 0003 10,000.00 007 128,759.22 -100,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 MISSING PAYROLL -10,000.00 005 0.00 -20,000.00 TOTAL DEDUCTIONS 128,759.22 -120,000.00 PROGRAM CAS145 PAGE 1 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9104 TIME 01:13 PM ESTIMATE NO. 007 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 01/22/26 LOCATION SEMI-FINAL ESTIMATE 06-KER-155-R54.8/R59.1 ------------------- GBA ENGINEERING, INC. KERN COUNTY NEAR ALTA SIERRA AT VARIOUS 18543 YORBA LINDA BLVD #394 LOCATIONS FROM 0.6 MILE EAST OF ALTA YORBA LINDA CA 92886 SIERRA ROAD TO 0.3 MILE EAST OF CALGARY DRIVE FED. AID NO. N O N E CURED IN-PLACE PIPELINER, REMOVE AND REPLA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 TIME-RELATED OVERHEAD (WDAY) WDAY 425.0000 17,000.00 40.000 17,000 003 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 1.000 13,000 004 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 1.000 6,000 006 JOB SITE MANAGEMENT LS 3,650.0000 3,650.00 1.000 3,650 007 STREET SWEEPING LS 1,400.0000 1,400.00 1.000 1,400.00 1.000 1,400 008 TEMPORARY CONCRETE WASHOUT LS 1,700.0000 1,700.00 1.000 1,700 009 HOT MIX ASPHALT (TYPE A) TON 720.0000 25,200.00 33.850 24,372 010 TACK COAT TON 4,000.0000 400.00 0.100 400 011 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,500.0000 24,750.00 5.500 24,750 (F) 012 CONCRETE BACKFILL (PIPE TRENCH) CY 570.0000 19,950.00 35.000 19,950 (F) 013 18" REINFORCED CONCRETE PIPE LF 255.0000 43,350.00 165.000 42,075 014 18" CORRUGATED STEEL PIPE (.109" THICK) LF 215.0000 27,950.00 124.000 26,660 015 36" CORRUGATED STEEL PIPE INLET (.109" LF 1,470.0000 11,760.00 8.000 11,760 THICK) 016 18" STEEL FLARED END SECTION EA 400.0000 2,400.00 3.000 1,200.00 6.000 2,400 017 24" STEEL FLARED END SECTION EA 450.0000 450.00 1.000 450 018 36" STEEL FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 019 48" STEEL FLARED END SECTION EA 2,800.0000 5,600.00 2.000 5,600 020 18" CONCRETE FLARED END SECTION EA 4,000.0000 8,000.00 2.000 8,000 021 REMOVE CULVERT (LF) LF 155.0000 51,150.00 7.000 1,085.00 328.000 50,840 022 REMOVE FLARED END SECTION (EA) EA 170.0000 170.00 1.000 170.00 1.000 170 PROGRAM CAS145 PAGE 2 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9104 TIME 01:13 PM ESTIMATE NO. 007 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEANING, INSPECTING, AND PREPARING LF 27.5000 30,250.00 103.900 2,857.25 1,151.000 31,652 CULVERT (LF) 024 18" CURED-IN-PLACE PIPELINER LF 227.0000 145,280.00 92.400 20,974.80 744.600 169,024 025 24" CURED-IN-PLACE PIPELINER LF 321.0000 41,730.00 2.600 834.60 75.000 24,075 026 36" CURED-IN-PLACE PIPELINER LF 471.0000 117,750.00 8.900 4,191.90 254.000 119,634 027 48" CURED-IN-PLACE PIPELINER LF 715.0000 57,200.00 78.000 55,770 028 ROCK SLOPE PROTECTION (150 LB, CLASS CY 557.0000 16,153.00 2.360 1,314.52 29.000 16,153 III, METHOD B) (CY) 029 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17.0000 731.00 43.000 731 030 MISCELLANEOUS IRON AND STEEL LB 4.0000 9,176.00 2,294.000 9,176 (F) 031 MARKER (CULVERT) EA 155.0000 6,820.00 2.000 310.00 44.000 6,820 032 REMOVE MARKER EA 65.0000 2,860.00 44.000 2,860 033 6" THERMOPLASTIC TRAFFIC STRIPE LF 22.0000 5,280.00 118.440 2,605 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9104 TIME 01:13 PM ESTIMATE NO. 007 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 34,338.07 822,878.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 34,338.07 822,878.38 ORIGINAL CONTRACT AMOUNT 821,310.00 TOTAL WORK COMPLETED 34,338.07 822,878.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 128,759.22 -120,000.00 TOTAL 163,097.29 702,878.38 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 05/03/24 40 00/00/00 00/00/00 06/20/25 40 134 0 0 100% 100% BOB DECKER RESIDENT ENGINEER