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 06/12/25 EST. NO. 029 TIME 07:44 AM R.E. NAME: RECHS, DANIEL 03-0J7004 --------------------------------------------------------------------------- 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 06/12/25 EST. NO. 029 TIME 07:44 AM R.E. NAME: RECHS, DANIEL 03-0J7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MSSG CEM-4401 2022 -10,000.00 027 MSSG CEM-4401 2023 -10,000.00 027 MSSG CEM-4401 2024 -10,000.00 027 RTN CEM-4401 2022 10,000.00 029 RTN CEM-4401 2023 10,000.00 029 RTN CEM-4401 2024 10,000.00 029 30,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG CEM-2402 -10,000.00 027 RTN CEM-2402 10,000.00 028 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 6/2022 -6,000.00 002 DEDUCT LTTR 7/2022 -1,000.00 003 RTN LTTR 6/2022 6,000.00 003 DEDUCT LTTR 8/2022 -6,000.00 004 RTN LTTR 7/2022 1,000.00 004 DEDUCT LTTR 9/2022 -8,000.00 005 DEDUCT LTTR 10/22 -3,000.00 006 RTN LTTR 9/2022 8,000.00 006 DEDUCT LTTR 11/22 -5,000.00 007 RTN LTTR 10/22 3,000.00 007 RTN LTTR 8/2022 6,000.00 007 DEDUCT LTTR 12/22 -6,000.00 008 DEDUCT LTTR 1/23 -2,000.00 009 RTN LTTR 11/22 5,000.00 009 RTN LTTR 12/22 6,000.00 009 DEDUCT LTTR 2/23 -7,000.00 010 RTN LTTR 1/23 2,000.00 011 RTN LTTR 2/23 7,000.00 011 DEDUCT LTTR 4/23 -1,000.00 012 DEDUCT LTTR 5/23 -1,000.00 013 RTN LTTR 4/23 1,000.00 014 RTN LTTR 5/23 1,000.00 014 DEDUCT LTTR 7/23 -7,000.00 015 DEDUCT LTTR 8/23 -3,000.00 016 RTN LTTR 7/23 7,000.00 016 DEDUCT LTTR 10/23 -5,000.00 018 RTN LTTR 8/23 3,000.00 019 RTN LTTR 10/23 5,000.00 019 DEDUCT LTTR 12/23 -7,000.00 020 DEDUCT LTTR 1/24 -9,000.00 021 DEDUCT LTTR 2/24 -3,000.00 022 RTN LTTR 12/23 7,000.00 022 RTN LTTR 1/24 9,000.00 022 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/12/25 EST. NO. 029 TIME 07:44 AM R.E. NAME: RECHS, DANIEL 03-0J7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEDUCT LTTR 3/24 -6,000.00 023 RTN LTTR 2/24 3,000.00 024 RTN LTTR 3/24 6,000.00 024 0.00 0.00 TOTAL DEDUCTIONS 30,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 LOCATION FINAL ESTIMATE 03-BUT-32-30.8/31.0 -------------- STEELHEAD CONSTRUCTORS JV IN BUTTE COUNTY NEAR FOREST RANCH 2940 INNSBRUCK DRIVE FROM 1.3 MILES SOUTH TO 1.1 REDDING CA 96003 MILES SOUTH OF CARPENTER RIDGE ROAD FED. AID NO. STER-39AJ(4)E STABILIZE EMBANKMENT SLOPE FROM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,600.0000 1,600.00 1.000 1,600 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 13,000.0000 13,000.00 1.000 13,000 003 RENEWABLE DIESEL REPORT EA 1.0000 1.00 1.000 1 004 TIME-RELATED OVERHEAD (LS) LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 5.000 30,000 MEETING 006 HOURLY OFF-SITE HR 200.0000 4,000.00 10.500 2,100 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 4,300.0000 4,300.00 1.000 4,300 008 TRAFFIC CONTROL SYSTEM LS 74,000.0000 74,000.00 1.000 74,000 009 TYPE III BARRICADE EA 54.0000 216.00 4.000 216 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 16.0000 992.00 22.000 352 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 6,800.00 4,521.000 9,042 012 PLASTIC TRAFFIC DRUMS EA 80.0000 1,280.00 16.000 1,280 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,000.0000 33,000.00 1.000 33,000 014 TEMPORARY RAILING (TYPE K) LF 22.0000 48,400.00 2,160.000 47,520 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,500.0000 26,000.00 4.000 26,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 32,000.0000 32,000.00 1.000 32,000 017 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 1.000 37,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 39,000.0000 39,000.00 1.000 39,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 22.000 11,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 580.0000 51,040.00 14.000 8,120 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 022 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 15,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,700.0000 6,800.00 1.000 1,700 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 3,880.00 8,408.000 16,816 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 9.5000 27,645.00 1,500.000 14,250 026 TEMPORARY CHECK DAM LF 14.0000 756.00 40.000 560 027 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 2,200.00 0.000 0 028 TEMPORARY FIBER ROLL LF 6.0000 8,400.00 365.000 2,190 029 TEMPORARY GRAVEL BAG BERM LF 16.0000 16,800.00 0.000 0 030 TEMPORARY REINFORCED SILT FENCE LF 16.0000 30,080.00 550.000 8,800 031 TEMPORARY REINFORCED SILT FENCE LF 21.0000 4,410.00 270.000 5,670 (TYPE 1) 032 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 4,800.00 2.000 4,800 033 STREET SWEEPING LS 23,000.0000 23,000.00 1.000 23,000 034 TEMPORARY CONCRETE WASHOUT LS 2,300.0000 2,300.00 1.000 2,300 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 7,900.0000 7,900.00 1.000 7,900 036 CLEARING AND GRUBBING (LS) LS 59,000.0000 59,000.00 1.000 59,000 037 ROADWAY EXCAVATION CY 23.0000 765,900.00 33,300.000 765,900 038 SHOULDER BACKING TON 150.0000 4,500.00 30.000 4,500 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 81.0000 316,386.00 3,906.000 316,386 (F) 040 CONCRETE BACKFILL CY 425.0000 464,525.00 1,093.000 464,525 (F) 041 LEAN CONCRETE BACKFILL CY 425.0000 262,225.00 617.000 262,225 (F) 042 BONDED FIBER MATRIX (SQFT) SQFT 0.1900 14,421.00 93,150.800 17,698 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8800 29,656.00 54,870.000 48,285 044 FIBER ROLLS LF 4.0000 11,520.00 4,250.000 17,000 045 COMPOST (CY) CY 70.0000 35,000.00 569.000 39,830 046 INCORPORATE MATERIALS SQFT 0.1000 4,220.00 45,280.000 4,528 047 PERMANENT EROSION CONTROL ESTABLISHMENT LS 11,000.0000 11,000.00 1.000 11,000 WORK 048 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 44,000.00 550.000 44,000 049 HOT MIX ASPHALT (TYPE A) TON 155.0000 151,900.00 1,008.150 156,263 PROGRAM CAS145 PAGE 3 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR HOT MIX ASPHALT TON 950.0000 950.00 1.000 950 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 6,500.00 638.000 6,380 052 PLACE HOT MIX ASPHALT SQYD 110.0000 880.00 8.000 880 (MISCELLANEOUS AREA) 053 TACK COAT TON 1,300.0000 2,730.00 1.730 2,249 054 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 4,200.00 1,050.000 4,200 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 34,450.00 2,730.560 35,497 056 GROUND ANCHOR (SUBHORIZONTAL) EA 8,050.0000 2,302,300.00 286.000 2,302,300 057 STEEL SOLDIER PILE (HP 14 X 73) LF 89.0000 809,010.00 9,090.000 809,010 058 STEEL SOLDIER PILE (HP 14 X 132) LF 185.0000 44,400.00 240.000 44,400 059 30" DRILLED HOLE LF 209.0000 1,955,822.00 9,358.000 1,955,822 060 STRUCTURAL CONCRETE, WALER CY 1,000.0000 494,000.00 494.000 494,000 (F) 061 STRUCTURAL CONCRETE, BARRIER SLAB CY 800.0000 393,600.00 492.000 393,600 (F) 062 BAR REINFORCING STEEL (EPOXY COATED) LB 2.5000 297,985.00 119,194.000 297,985 (F) (WALER) 063 TIMBER LAGGING MFBM 5,400.0000 1,004,400.00 186.000 1,004,400 (F) 064 CLEAN AND PAINT STEEL SOLDIER PILING LS 400,000.0000 400,000.00 1.000 400,000 065 12" CORRUGATED STEEL PIPE LF 110.0000 51,700.00 285.600 31,416 066 12" PERFORATED STEEL PIPE UNDERDRAIN LF 46.0000 29,900.00 650.000 29,900 067 FURNISH AND INSTALL DRAIN PIPE LF 2.0000 12,800.00 6,400.000 12,800 (HORIZONTAL DRAIN) 068 DRILL HOLE (HORIZONTAL DRAIN) LF 30.0000 192,000.00 6,400.000 192,000 069 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 120.0000 164,160.00 1,368.000 164,160 (F) 070 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 74.0000 6,068.00 102.000 7,548 (.109" THICK) 071 TAPERED INLET EA 1,600.0000 3,200.00 2.000 3,200 072 18" DOWNDRAIN SLIP JOINT EA 1,700.0000 1,700.00 0.000 0 073 18" ANCHOR ASSEMBLY EA 430.0000 3,010.00 3.000 1,290 074 24" STEEL FLARED END SECTION EA 530.0000 530.00 0.000 0 075 REMOVE UNDERDRAIN EA 7,400.0000 7,400.00 1.000 7,400 076 ABANDON DOWNDRAIN EA 750.0000 750.00 1.000 750 PROGRAM CAS145 PAGE 4 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE FLUME DRAINS LS 3,700.0000 3,700.00 1.000 3,700 078 REMOVE FLARED END SECTION (EA) EA 340.0000 340.00 0.000 0 079 REPAIR 24" CMP CULVERT LS 1.0000 1.00 0.000 0 080 24" CURED-IN-PLACE PIPELINER LF 175.0000 45,500.00 0.000 0 081 ROCK SLOPE PROTECTION CY 250.0000 2,000.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 082 ROCK SLOPE PROTECTION CY 360.0000 2,160.00 3.000 1,080 (150 LB, CLASS III, METHOD B) (CY) 083 ROCK SLOPE PROTECTION CY 450.0000 1,800.00 4.000 1,800 (60 LB, CLASS II, METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 630.00 42.300 423 085 GUARD RAILING DELINEATOR EA 16.0000 224.00 14.000 224 086 MILEPOST MARKER EA 54.0000 108.00 2.000 108 087 UNDERDRAIN MARKER EA 54.0000 108.00 2.000 108 088 MARKER (CULVERT) EA 54.0000 108.00 1.000 54 089 SNOW POLE MARKER EA 120.0000 2,760.00 21.000 2,520 090 REMOVE MARKER EA 11.0000 22.00 2.000 22 091 REMOVE ROADSIDE SIGN EA 270.0000 270.00 1.000 270 092 SALVAGE MARKER (SNOW POLE) EA 27.0000 513.00 19.000 513 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 510.00 17.000 510 (0.063"-UNFRAMED) 094 ROADSIDE SIGN - ONE POST EA 540.0000 540.00 1.000 540 095 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 47.0000 15,980.00 337.500 15,862 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 86.0000 18,060.00 209.500 18,017 097 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 4,300.00 1.000 4,300 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 3,900.00 1.000 3,900 099 ALTERNATIVE CRASH CUSHION EA 39,000.0000 39,000.00 1.000 39,000 100 CONCRETE BARRIER (TYPE 842) LF 145.0000 91,930.00 634.000 91,930 (F) 101 REMOVE GUARDRAIL LF 5.5000 4,950.00 900.000 4,950 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 11,100.00 6,236.000 12,472 (ENHANCED WET NIGHT VISIBILITY) 103 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 4,920.00 1,995.000 3,990 (WATER BLASTING) PROGRAM CAS145 PAGE 5 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE PAINTED PAVEMENT MARKING SQFT 16.0000 992.00 12.000 192 (WATER BLASTING) 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,550.00 8,562.000 8,562 (WATER BLASTING) 106 PORTABLE TEMPORARY SIGNAL SYSTEMS LS 70,000.0000 70,000.00 1.000 70,000 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 CLEANING, INSPECTING, AND PREPARING LF 16.0000 4,160.00 0.000 0 CULVERT (LF) PROGRAM CAS145 PAGE 6 DATE 06/12/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 07:44 AM ESTIMATE NO. 029 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/01/24 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 06/12/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,259,843.28 ADJUSTMENT OF COMPENSATION 0.00 15,233.34 EXTRA WORK 0.00 420,239.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 12,695,316.27 109 MOBILIZATION LS 1,350,000.0000 1,350,000.00 1.000 1,350,000 ORIGINAL CONTRACT AMOUNT 13,790,954.00 TOTAL WORK COMPLETED 0.00 14,045,316.27 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 30,000.00 0.00 TOTAL 30,000.00 14,045,316.27 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 03/10/22 265 05/02/22 05/02/22 07/01/24 258 281 0 0 100% 100% RECHS, DANIEL RESIDENT ENGINEER