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 11/26/25 EST. NO. 004 TIME 12:12 PM R.E. NAME: BANEULOS, EFREN 01-0H4104 --------------------------------------------------------------------------- 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 11/26/25 EST. NO. 004 TIME 12:12 PM R.E. NAME: BANEULOS, EFREN 01-0H4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4104 TIME 12:12 PM ESTIMATE NO. 004 BID OPENING 09/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BANEULOS, EFREN DATE OF THIS ESTIMATE 11/26/25 LOCATION PROGRESS ESTIMATE 01-HUM-169-15.0/33.8 ----------------- R. BROWN CONSTRUCTION COMPANY, HUMBOLDT COUNTY NEAR WEITCHPEC AT VARIOUS INC. LOCATIONS FROM 0.6 MILE EAST OF PECWAN 18 CHINA CREEK RD. CREEK BRIDGE TO ROUTE 96 WILLOW CREEK CA 95573 FED. AID NO. N O N E CSP, STRUCTURAL CONCRETE, AND RSP. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN (INFORMATIONAL) LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 80,000.0000 80,000.00 0.060 4,800.00 0.510 40,800 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 9,575.0000 9,575.00 0.500 4,787 006 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.060 36,000.00 0.510 306,000 007 TYPE III BARRICADE EA 100.0000 400.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,500.0000 7,500.00 0.060 450.00 0.510 3,825 009 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.060 1,800.00 0.510 15,300 010 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.060 60.00 0.510 510 011 TEMPORARY COVER SQYD 4.0000 2,360.00 0.000 0 012 TEMPORARY CHECK DAM LF 5.0000 1,750.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 1,300.00 0.000 0 014 TEMPORARY FIBER ROLL LF 2.0000 1,200.00 0.000 0 015 TEMPORARY GRAVEL BAG BERM LF 2.0000 2,080.00 0.000 0 016 TEMPORARY REINFORCED SILT FENCE LF 1.0000 1,000.00 0.000 0 017 TEMPORARY SILT FENCE LF 1.0000 1,000.00 0.000 0 018 STREET SWEEPING LS 10,000.0000 10,000.00 0.060 600.00 0.510 5,100 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.060 60.00 0.510 510 020 TEMPORARY CREEK DIVERSION SYSTEMS LS 2,000.0000 2,000.00 0.060 120.00 0.510 1,020 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 175,000.0000 175,000.00 0.060 10,500.00 0.510 89,250 022 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 0.060 150.00 0.510 1,275 PROGRAM CAS145 PAGE 2 DATE 11/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4104 TIME 12:12 PM ESTIMATE NO. 004 BID OPENING 09/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BANEULOS, EFREN DATE OF THIS ESTIMATE 11/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 2.0000 5,440.00 0.000 0 024 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 0.060 300.00 0.510 2,550 025 DITCH EXCAVATION CY 100.0000 700.00 7.000 700.00 7.000 700 026 IMPORTED BORROW (CY) CY 100.0000 700.00 7.000 700 027 WOOD MULCH CY 225.0000 24,750.00 15.500 3,487.50 94.500 21,262 028 8" CORRUGATED STEEL PIPE CONDUIT (.064" LF 200.0000 19,200.00 118.000 23,600 THICK) 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 2,000.00 0.000 0 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.1000 38,220.00 4,710.000 9,891.00 17,335.000 36,403 031 HYDROMULCH SQFT 1.0000 18,200.00 4,710.000 4,710.00 17,335.000 17,335 032 FIBER ROLLS LF 11.0000 9,790.00 190.000 2,090.00 881.000 9,691 033 HYDROSEED SQFT 1.0000 18,200.00 4,710.000 4,710.00 17,335.000 17,335 034 COMPOST (CY) CY 225.0000 42,750.00 44.000 9,900.00 170.900 38,452 035 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 270,000.00 6.900 41,400.00 44.100 264,600 (F) 036 CONCRETE BACKFILL (PIPE TRENCH) CY 750.0000 29,250.00 3.800 2,850.00 79.800 59,850 (F) 037 8" CORRUGATED STEEL PIPE (.064" THICK) LF 35.0000 1,120.00 0.000 0 038 24" CORRUGATED STEEL PIPE (.138" THICK) LF 565.0000 988,750.00 147.000 83,055.00 1,763.000 996,095 039 30" CORRUGATED STEEL PIPE (.138" THICK) LF 600.0000 21,000.00 35.000 21,000 040 48" CORRUGATED STEEL PIPE (.138" THICK) LF 600.0000 33,000.00 55.000 33,000.00 55.000 33,000 041 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 90.0000 3,510.00 39.000 3,510.00 39.000 3,510 042 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 79,750.00 14.000 3,850.00 355.500 97,762 (.138" THICK) 043 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 30,000.00 11.000 2,200.00 11.000 2,200 (.138" THICK) 044 8" ENTRANCE TAPER EA 750.0000 750.00 1.000 750.00 1.000 750 045 CABLE ANCHORAGE SYSTEM (MOD) EA 8,300.0000 116,200.00 1.000 8,300.00 14.000 116,200 046 8" ANCHOR ASSEMBLY EA 1,000.0000 4,000.00 4.000 4,000.00 4.000 4,000 047 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 14,000.0000 42,000.00 0.000 0 048 48" CORRUGATED STEEL PIPE INLET (.138" LF 1,500.0000 15,000.00 0.000 0 THICK) 049 24" STEEL FLARED END SECTION EA 500.0000 11,000.00 21.000 10,500 PROGRAM CAS145 PAGE 3 DATE 11/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4104 TIME 12:12 PM ESTIMATE NO. 004 BID OPENING 09/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BANEULOS, EFREN DATE OF THIS ESTIMATE 11/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 30" STEEL FLARED END SECTION EA 600.0000 600.00 1.000 600.00 1.000 600 051 REMOVE ENTRANCE TAPER EA 100.0000 100.00 1.000 100.00 1.000 100 052 REMOVE CULVERT (LF) LF 9.0000 17,460.00 237.600 2,138.40 1,936.400 17,427 053 REMOVE DOWNDRAIN (EA) EA 400.0000 10,000.00 6.000 2,400.00 14.000 5,600 054 REMOVE INLET EA 200.0000 800.00 2.000 400.00 2.000 400 055 REMOVE FLARED END SECTION (EA) EA 100.0000 200.00 1.000 100 056 SMALL-ROCK SLOPE PROTECTION CY 400.0000 36,000.00 6.400 2,560.00 86.700 34,680 057 GRAVEL FILTER CY 500.0000 55,000.00 8.000 4,000.00 98.400 49,200 058 ROCK SLOPE PROTECTION (150 LB, CLASS CY 400.0000 100,000.00 27.500 11,000.00 245.300 98,120 III, METHOD B) (CY) 059 MISCELLANEOUS IRON AND STEEL LB 3.9000 29,616.60 1,429.000 5,573.10 7,594.000 29,616 (F) 060 MARKER (CULVERT) EA 90.0000 9,000.00 100.000 9,000.00 100.000 9,000 061 REMOVE MARKER EA 10.0000 970.00 95.000 950.00 95.000 950 PROGRAM CAS145 PAGE 4 DATE 11/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4104 TIME 12:12 PM ESTIMATE NO. 004 BID OPENING 09/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BANEULOS, EFREN DATE OF THIS ESTIMATE 11/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 311,965.00 2,493,168.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 311,965.00 2,493,168.70 062 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000 ORIGINAL CONTRACT AMOUNT 3,281,191.60 TOTAL WORK COMPLETED 311,965.00 2,743,168.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 311,965.00 2,743,168.70 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 10/31/24 200 06/10/25 06/10/25 03/06/26 72 155 0 0 81% 36% PROGRESS IS SATISFACTORY BANEULOS, EFREN RESIDENT ENGINEER