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 04/23/25 EST. NO. 014 TIME 01:32 PM R.E. NAME: RETHERFORD, ETHAN 01-0H4314 --------------------------------------------------------------------------- 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 04/23/25 EST. NO. 014 TIME 01:32 PM R.E. NAME: RETHERFORD, ETHAN 01-0H4314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAILURE 25% -21,131.00 010 RTN PERF FAILURE %25 21,131.00 011 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 4/24 LTR DEDUCT -2,000.00 002 PER 5/24 LTR DEDUCT -2,000.00 003 RELEASE 4/24 DEDUCT 2,000.00 003 RELEASE 5/24 DEDUCT 2,000.00 004 PER 10/24 LTR DEDUCT -5,000.00 008 PER 12/24 LTR DEDUCT -1,000.00 010 RELEASE 10/24 DEDUCT 5,000.00 013 RELEASE 12/24 DEDUCT 1,000.00 013 PER 4/25 LTR DEDUCT -1,000.00 014 -1,000.00 -1,000.00 OVERBID ITEMS OVERBID ITEM NO. 090 -91,845.26 002 OVERBID ITEM NO. 090 -45,922.63 003 OVERBID ITEM NO. 090 -36,738.11 004 OVERBID ITEM NO. 090 -9,184.53 007 0.00 -183,690.53 TOTAL DEDUCTIONS -1,000.00 -184,690.53 PROGRAM CAS145 PAGE 1 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4314 TIME 01:32 PM ESTIMATE NO. 014 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 04/23/25 LOCATION PROGRESS ESTIMATE 01-HUM-299-R11.0/R11.4 ----------------- MCCULLOUGH CONSTRUCTION INC HUMBOLDT COUNTY ABOUT 6 MILES EAST OF BLUE 57 ALDERGROVE ROAD LAKE FROM NORTH FORK MAD RIVER BRIDGE TO ARCATA CA 95521 0.4 MILE EAST OF NORTH FORK MAD RIVER BRIDGE FED. AID NO. ER-31S3(4) CONSTRUCT RETAINING WALL, RECONSTRUCT ROAD ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (LS) LS 528,850.0000 528,850.00 0.950 502,407 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 3.000 6,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.950 14,250 006 TRAFFIC CONTROL SYSTEM LS 495,290.0000 495,290.00 0.950 470,525 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 480.00 24.000 480 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 16.0000 2,400.00 1,096.000 17,536 009 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 1,885.00 41.000 2,665 010 PORTABLE DELINEATOR EA 25.0000 1,750.00 0.000 0 011 TEMPORARY BARRIER SYSTEM LF 45.0000 40,500.00 860.000 38,700 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,000.0000 19,000.00 0.950 18,050 013 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,000.0000 6,000.00 2.000 6,000 014 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 8,000.0000 8,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 110,550.0000 110,550.00 0.950 105,022 016 WATER POLLUTION CONTROL PROGRAM LS 2,250.0000 2,250.00 0.950 2,137 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 800.0000 4,800.00 0.000 0 CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 6.9500 3,683.50 0.000 0 019 TEMPORARY COVER SQYD 12.0000 6,360.00 0.000 0 020 TEMPORARY CHECK DAM LF 13.5000 1,012.50 75.000 1,012 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 2.000 800 022 TEMPORARY FIBER ROLL LF 5.0000 4,700.00 1,266.000 6,330 PROGRAM CAS145 PAGE 2 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4314 TIME 01:32 PM ESTIMATE NO. 014 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 14.0000 2,800.00 150.000 2,100 024 TEMPORARY SILT FENCE LF 6.0000 5,100.00 950.000 5,700 025 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 4,000.00 2.000 4,000 026 STREET SWEEPING LS 10,000.0000 10,000.00 0.950 9,500 027 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 1.000 3,500 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 6,000.0000 6,000.00 1.000 6,000 029 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 0.950 2,375 030 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 1,105.00 160.000 1,040 031 CLEARING AND GRUBBING (LS) LS 58,336.0000 58,336.00 1.000 58,336 032 ROOTWADS (EA) EA 6,324.0000 12,648.00 2.000 12,648 033 ROADWAY EXCAVATION CY 68.1600 376,243.20 5,520.000 376,243 034 SHOULDER BACKING TON 75.0000 5,850.00 0.000 0 035 STRUCTURE EXCAVATION (SOLDIER PILE WALL, CY 70.9000 95,006.00 1,340.000 95,006 (F) TYPE D) 036 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 238.5400 19,560.28 82.000 19,560 (F) 037 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 425.0000 67,150.00 158.000 67,150 (F) 038 LEAN CONCRETE BACKFILL CY 425.0000 109,650.00 258.000 109,650 (F) 039 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.6200 11,842.00 24,187.000 14,995.94 24,187.000 14,995 040 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4600 8,786.00 24,187.000 11,126.02 24,187.000 11,126 041 FIBER ROLLS LF 10.0000 11,300.00 1,063.000 10,630 042 COMPOST (CY) CY 135.0000 5,400.00 0.000 0 043 CLASS 2 AGGREGATE BASE (CY) CY 109.1500 55,666.50 584.000 63,743 044 SEGMENT CORRECTION EA 6,400.0000 9,600.00 1.000 6,400 045 HOT MIX ASPHALT (TYPE A) TON 158.0000 456,620.00 727.300 114,913.40 727.300 114,913 046 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 5.0000 2.00 0.000 0 INTERLAYER) 047 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 85.0000 14,450.00 0.000 0 FABRIC) 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.8000 7,182.00 0.000 0 049 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 920.00 18.670 2,147.05 18.670 2,147 AREA) PROGRAM CAS145 PAGE 3 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4314 TIME 01:32 PM ESTIMATE NO. 014 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 2,300.0000 16,100.00 5.000 11,500.00 5.000 11,500 051 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 6,685.00 1,547.000 5,414.50 1,892.000 6,622 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.8000 12,012.00 313.330 2,443.97 313.330 2,443 053 GROUND ANCHOR (SUBHORIZONTAL) EA 5,140.0000 827,540.00 161.000 827,540 054 STEEL SOLDIER PILE (W 18 X 55) LF 92.8300 215,365.60 2,320.000 215,365 055 30" DRILLED HOLE LF 93.1500 197,943.75 2,125.000 197,943 056 STRUCTURAL CONCRETE, WALER CY 1,620.0000 336,960.00 197.600 320,112 (F) 057 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 26,000.00 6.500 26,000 (F) 058 BAR REINFORCING STEEL (WALER) LB 1.6600 106,754.60 64,309.900 106,754 (F) 059 TIMBER LAGGING MFBM 5,648.8000 282,440.00 50.000 282,440 (F) 060 CLEAN AND PAINT STEEL SOLDIER PILING LS 64,030.0000 64,030.00 1.000 64,030 061 12" CORRUGATED STEEL PIPE (.079" THICK) LF 202.2900 14,160.30 70.000 14,160 062 30" CORRUGATED STEEL PIPE (.138" THICK) LF 918.0900 137,713.50 140.000 128,532 063 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 161.0900 44,299.75 275.000 44,299 064 12" NON-PERFORATED PLASTIC PIPE LF 342.8000 3,428.00 9.500 3,256 UNDERDRAIN 065 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 113.3900 8,504.25 75.000 8,504 066 12" ENTRANCE TAPER EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 067 REMOVE ENTRANCE TAPER EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300 068 REMOVE OVERSIDE DRAIN EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300 069 REMOVE CULVERT (LF) LF 12.0000 1,920.00 157.000 1,884 070 REMOVE HEADWALL EA 1,350.0000 1,350.00 1.000 1,350 071 ADJUST INLET EA 1,500.0000 1,500.00 0.000 0 072 GRAVEL FILTER CY 42.0000 252.00 5.700 239 073 ROCK SLOPE PROTECTION (150 LB, CLASS CY 337.7300 8,780.98 25.500 8,612 III, METHOD B) (CY) 074 DESTROY WELL EA 4,000.0000 20,000.00 5.000 20,000 075 REMOVE PAVEMENT MARKER EA 3.0000 510.00 5.000 15.00 201.000 603 076 GUARD RAILING DELINEATOR EA 32.0000 256.00 8.000 256.00 8.000 256 PROGRAM CAS145 PAGE 4 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4314 TIME 01:32 PM ESTIMATE NO. 014 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER EA 25.0000 3,750.00 0.000 0 (RETROREFLECTIVE-RECESSED) 078 MARKER (CULVERT) EA 175.0000 350.00 0.000 0 079 REMOVE MARKER EA 150.0000 300.00 0.000 0 080 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 300.00 1.000 300.00 1.000 300 081 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 18,500.00 370.000 18,500.00 370.000 18,500 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.3500 18,337.00 220.000 18,337.00 220.000 18,337 083 CABLE RAILING LF 61.0000 17,934.00 294.000 17,934.00 294.000 17,934 (F) 084 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,400.0000 6,800.00 2.000 6,800.00 2.000 6,800 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 14,490.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 087 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 7,500.00 3,592.000 7,184.00 4,032.000 8,064 088 12" RUMBLE STRIP (ASPHALT CONCRETE STA 350.0000 5,950.00 0.000 0 PAVEMENT) 089 TEMPORARY SIGNAL SYSTEMS LS 33,300.0000 33,300.00 0.950 31,635 PROGRAM CAS145 PAGE 5 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H4314 TIME 01:32 PM ESTIMATE NO. 014 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 235,466.88 4,588,700.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 135,868.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 235,466.88 4,724,569.16 090 MOBILIZATION LS 770,130.0000 770,130.00 1.000 770,130 ORIGINAL CONTRACT AMOUNT 5,864,394.71 TOTAL WORK COMPLETED 235,466.88 5,494,699.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -184,690.53 TOTAL 234,466.88 5,310,008.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 090 MOBILIZATION 586,439.47 770,130.00 183,690.53 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 10/18/23 145 00/00/00 00/00/00 05/02/25 146 189 11 0 90% 94% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/12/23. RETHERFORD, ETHAN RESIDENT ENGINEER