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 06/30/25 EST. NO. 016 TIME 11:04 AM R.E. NAME: ZIMMERER, JEFFREY 01-0H0214 --------------------------------------------------------------------------- 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 06/30/25 EST. NO. 016 TIME 11:04 AM R.E. NAME: ZIMMERER, JEFFREY 01-0H0214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FHWA 1391 -10,000.00 003 RELEASE FHWA 1391 10,000.00 004 FHWA 1391 WITTHOLD -10,000.00 008 RELEASE FHWA W/HOLD 10,000.00 009 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402 -10,000.00 016 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 7/23 LTR DEDUCT -7,000.00 002 PER 8/23 LTR DEDUCT -4,000.00 003 RELEASE 7/23 DEDUCT 7,000.00 003 RELEASE 8/23 DEDUCT 4,000.00 004 PER 11/23 LTR DEDUCT -1,000.00 006 RTN PER 11/23 LTR 1,000.00 007 PER 8/24 LTR DEDUCT -2,000.00 008 PER 10/24 LTR DEDUCT -5,000.00 010 RELEASE 8/24 DEDUCT 2,000.00 010 DEDUCT LTTR 11/24 -8,000.00 011 PER 12/24 LTR DEDUCT -10,000.00 012 PER 1/25 LTR DEDUCT -10,000.00 013 RELEASE 11/24 DEDUCT 8,000.00 013 DEDUCT LTTR 2/25 -3,000.00 014 PER 3/25 LTR DEDUCT -2,000.00 015 RELEASE 1/25 DEDUCT 10,000.00 015 RELEASE 2/25 DEDUCT 3,000.00 015 RELEASE 12/24 DEDUCT 10,000.00 016 RELEASE 10/24 DEDUCT 5,000.00 016 RELEASE 3/25 DEDUCT 2,000.00 016 17,000.00 0.00 TOTAL DEDUCTIONS 7,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H0214 TIME 11:04 AM ESTIMATE NO. 016 BID OPENING 11/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/02/25 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 06/30/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-169-19.0/33.0 ---------------------------------- MERCER FRASER COMPANY HUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES PO BOX 1006 WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EUREKA CA 95502 EAST OF WEITCHPEC SCHOOL ROAD FED. AID NO. ACST-ER (31S)4 CONSTRUCT SOLDIER PILE WALL, INSTALL DRAIN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.480 2,400 003 TIME-RELATED OVERHEAD (LS) LS 175,000.0000 175,000.00 0.560 98,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 2,000.00 3.000 6,000 MEETING 005 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.560 21,280 006 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 1.000 6,800 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.560 56,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1,750.0000 14,000.00 2.000 3,500 009 JOB SITE MANAGEMENT LS 29,000.0000 29,000.00 0.560 16,240 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 011 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 3.7500 2,925.00 0.000 0 MATRIX) 012 TEMPORARY COVER SQYD 5.9000 4,602.00 240.000 1,416 013 TEMPORARY CHECK DAM LF 25.0000 2,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 1,680.00 0.000 0 015 TEMPORARY FIBER ROLL LF 10.0000 1,000.00 10.000 100 016 TEMPORARY GRAVEL BAG BERM LF 18.0000 4,500.00 100.000 1,800 017 TEMPORARY REINFORCED SILT FENCE LF 17.5000 4,900.00 0.000 0 018 TEMPORARY SILT FENCE LF 13.0000 3,120.00 210.000 2,730 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,900.0000 7,800.00 0.000 0 020 STREET SWEEPING LS 20,000.0000 20,000.00 0.550 11,000 021 TEMPORARY CONCRETE WASHOUT LS 12,500.0000 12,500.00 1.000 12,500 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 725.0000 87,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H0214 TIME 11:04 AM ESTIMATE NO. 016 BID OPENING 11/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/02/25 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 06/30/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY MONITORING REPORT EA 325.0000 6,500.00 0.000 0 024 WATER QUALITY ANNUAL REPORT EA 650.0000 650.00 0.000 0 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 28,000.0000 28,000.00 0.560 15,680 026 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 800.00 100.000 800 027 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 028 ROADWAY EXCAVATION CY 98.0000 145,040.00 1,480.000 145,040 029 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 46.0000 11,822.00 221.000 10,166 (F) 030 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 57.0000 7,695.00 135.000 7,695 (F) 031 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 510.0000 85,170.00 167.000 85,170 (F) 032 LEAN CONCRETE BACKFILL CY 510.0000 15,300.00 30.000 15,300 (F) 033 WOOD MULCH CY 250.0000 10,000.00 39.200 9,800 034 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4200 7,013.58 26,465.000 11,115 (F) 035 FIBER REINFORCED MATRIX SQFT 0.3200 5,344.00 26,465.000 8,468 036 CLASS 2 AGGREGATE BASE (CY) CY 113.0000 124,300.00 1,094.000 123,622 037 HOT MIX ASPHALT (TYPE A) TON 215.0000 199,950.00 1,073.000 230,695 038 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 13.0000 1,170.00 82.000 1,066 FABRIC) 039 TACK COAT TON 1,400.0000 1,400.00 0.550 770 040 GROUND ANCHOR (SUBHORIZONTAL) EA 12,500.0000 250,000.00 20.000 250,000 041 STEEL SOLDIER PILE (HP 14 X 89) LF 98.0000 118,580.00 1,210.000 118,580 042 30" DRILLED HOLE LF 360.0000 417,600.00 1,160.000 417,600 043 STRUCTURAL CONCRETE, WALER CY 1,700.0000 68,000.00 40.000 68,000 044 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,650.0000 168,300.00 102.000 168,300 (F) 045 STRUCTURAL CONCRETE, HEADWALL CY 6,400.0000 42,240.00 0.000 0 (F) 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,900.0000 27,300.00 8.690 33,891 047 PRECAST CONCRETE LAGGING SQFT 69.0000 144,210.00 2,090.000 144,210 048 BAR REINFORCING STEEL (WALER) LB 2.2500 22,725.00 10,100.000 22,725 049 CLEAN AND PAINT STEEL SOLDIER PILING LS 86,000.0000 86,000.00 1.000 86,000 PROGRAM CAS145 PAGE 3 DATE 06/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H0214 TIME 11:04 AM ESTIMATE NO. 016 BID OPENING 11/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/02/25 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 06/30/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CORRUGATED STEEL PIPE (.079" THICK) LF 515.0000 56,650.00 106.200 54,693 051 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 90.0000 27,000.00 292.000 26,280 052 6" NON-PERFORATED PLASTIC PIPE LF 180.0000 12,600.00 61.000 10,980 UNDERDRAIN 053 24" ANCHOR ASSEMBLY EA 650.0000 8,450.00 13.000 8,450 054 36" ANCHOR ASSEMBLY EA 850.0000 4,250.00 5.000 4,250 055 24" ALTERNATIVE PIPE DOWNDRAIN LF 166.0000 8,300.00 42.400 7,038 056 36" ALTERNATIVE PIPE DOWNDRAIN LF 165.0000 4,950.00 25.000 4,125 057 36" WELDED STEEL PIPE (.375" THICK) LF 630.0000 31,500.00 40.800 25,704 058 ABANDON CULVERT (LF) LF 150.0000 7,500.00 45.000 6,750 059 REMOVE CULVERT (LF) LF 54.0000 9,720.00 170.600 9,212 060 ROCK SLOPE PROTECTION (FACING, METHOD TON 100.0000 10,000.00 35.100 3,510 B)(TON) 061 MISCELLANEOUS IRON AND STEEL LB 6.5000 9,964.50 1,533.000 9,964 (F) 062 PREPARE AND STAIN CONCRETE SQFT 9.2500 23,310.00 2,520.000 23,310 063 REMOVE MARKER (CULVERT) EA 35.0000 280.00 6.000 210 064 MARKER (CULVERT) EA 110.0000 770.00 0.000 0 065 TUBULAR BICYCLE RAILING LF 155.0000 26,195.00 169.000 26,195 (F) 066 ALTERNATIVE CRASH CUSHION SYSTEM EA 38,500.0000 77,000.00 2.000 77,000 067 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 675.0000 128,250.00 190.000 128,250 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.6500 13,322.50 3,354.000 12,242 (ENHANCED WET NIGHT VISIBILITY) 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 071 DUST CONTROL PLAN (NATURALLY OCCURRING LS 2,000.0000 2,000.00 1.000 2,000 ASBESTOS) PROGRAM CAS145 PAGE 4 DATE 06/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H0214 TIME 11:04 AM ESTIMATE NO. 016 BID OPENING 11/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/02/25 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 06/30/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,689,749.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 600.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,690,349.50 072 MOBILIZATION LS 315,000.0000 315,000.00 1.000 315,000 ORIGINAL CONTRACT AMOUNT 3,329,448.58 TOTAL WORK COMPLETED 0.00 3,005,349.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 7,000.00 -10,000.00 TOTAL 7,000.00 2,995,349.50 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 01/06/23 190 06/01/23 03/02/23 04/02/25 137 381 0 0 100% 100% ZIMMERER, JEFFREY RESIDENT ENGINEER