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 08/23/24 EST. NO. 014 TIME 01:48 PM R.E. NAME: LONG, CODY 01-0H8004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0008 5,938.89 E.W. @ F.A.(+) 041924 N 0006.0 5,938.89 TOTAL THIS ESTIMATE 34,901.80 TOTAL PREVIOUS ESTIMATE 40,840.69 TOTAL TO DATE 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 08/23/24 EST. NO. 014 TIME 01:48 PM R.E. NAME: LONG, CODY 01-0H8004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 014 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 7/23 LTR DEDUCT -1,000.00 001 PER 8/23 LTR DEDUCT -3,000.00 002 RTN DEDUCT LTR 7/23 1,000.00 003 RELEASE 8/23 DEDUCT 3,000.00 005 PER 12/23 LTR DEDUCT -3,000.00 006 PER 1/24 LTR DEDUCT -2,000.00 007 PER 2/24 LTR DEDUCT -3,000.00 008 RELEASE 12/23 DEDUCT 3,000.00 008 PER 3/24 LTR DEDUCT -8,000.00 009 RELEASE 1/24 DEDUCT 2,000.00 009 RELEASE 2/24 DEDUCT 3,000.00 009 PER 4/24 LTR DEDUCT -6,000.00 010 RELEASE 3/24 DEDUCT 8,000.00 010 PER 5/24 LTR DEDUCT -4,000.00 011 PER 5/24 LTR DEDUCT -3,000.00 012 RTN PER 4/24 LTR 6,000.00 012 PER 7/24 LTR DEDUCT -4,000.00 013 RELEASE 5/24 DEDUCT 4,000.00 013 PER 8/24 LTR DEDUCT -10,000.00 014 -10,000.00 -17,000.00 TOTAL DEDUCTIONS -20,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 LOCATION PROGRESS ESTIMATE 01-HUM-254-4.3/4.7 ----------------- MCCULLOUGH CONSTRUCTION INC HUMBOLDT COUNTY NEAR MIRANDA FROM 0.1 MILE 57 ALDERGROVE ROAD NORTH OF FISH CREEK ROAD TO 0.1 MILE SOUTH ARCATA CA 95521 OF MAPLE HILLS ROAD FED. AID NO. ACST-ER (31D)4 RDWY EXC, STEEL SOLDIER PILES, STRUCTURAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,450.0000 1,450.00 1.000 1,450 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 617,033.0000 617,033.00 0.950 586,181 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 30,000.00 5.000 10,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 13.000 2,600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 7,500.0000 7,500.00 1.000 7,500 007 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 1.000 13,500 008 TRAFFIC CONTROL SYSTEM LS 546,915.2000 546,915.20 1.000 546,915 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 360.00 24.000 360 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 6.5000 780.00 120.000 780 011 CHANNELIZER (SURFACE MOUNTED) EA 53.0000 1,272.00 24.000 1,272 012 TEMPORARY BARRIER SYSTEM LF 30.0000 39,600.00 1,200.000 36,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,500.0000 19,500.00 1.000 19,500 014 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,000.0000 6,000.00 2.000 6,000 015 JOB SITE MANAGEMENT LS 138,148.0000 138,148.00 0.060 8,288.88 0.950 131,240 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 1.000 1,850 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 19.000 9,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 5,700.00 17.000 5,100 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 020 TEMPORARY HYDRAULIC MULCH SQYD 1.6000 16,000.00 0.000 0 021 TEMPORARY TACKED STRAW SQYD 2.9000 24,041.00 0.000 0 022 TEMPORARY COVER SQYD 6.0000 49,740.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 13.5000 540.00 25.000 337 024 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 1,050.00 4.000 1,400 025 TEMPORARY FIBER ROLL LF 5.0000 18,500.00 200.000 1,000 026 TEMPORARY GRAVEL BAG BERM LF 14.0000 2,800.00 45.000 630 027 TEMPORARY REINFORCED SILT FENCE LF 6.2500 9,625.00 1,540.000 9,625 028 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 4,000.00 1.000 2,000 029 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 030 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 5,700.00 0.000 0 032 TEMPORARY CREEK DIVERSION SYSTEMS LS 10,000.0000 10,000.00 0.000 0 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 5,358.5000 5,358.50 1.000 5,358 034 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 1.000 2,500 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.2500 3,250.00 740.000 4,625 036 CLEARING AND GRUBBING (LS) LS 146,858.4000 146,858.40 1.000 146,858 037 ROADWAY EXCAVATION CY 20.0800 905,608.00 2,300.000 46,184.00 45,100.000 905,608 038 SHOULDER BACKING TON 75.0000 1,725.00 58.000 4,350 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 19.4800 46,070.20 2,365.000 46,070 (F) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 83.7500 28,977.50 346.000 28,977 (F) 041 PERVIOUS BACKFILL MATERIAL CY 314.1900 10,996.65 35.000 10,996 (F) 042 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 500.0000 103,000.00 206.000 103,000 (F) 043 LEAN CONCRETE BACKFILL CY 450.0000 112,950.00 251.000 112,950 (F) 044 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 6.1000 2,013.00 0.000 0 B2 045 SOIL AMENDMENT CY 1,800.0000 900.00 0.000 0 046 ORGANIC FERTILIZER LB 58.0000 638.00 0.000 0 047 PLANT (GROUP B) EA 142.0000 8,236.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 18,800.0000 18,800.00 0.000 0 049 WOOD MULCH CY 1,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FOLIAGE PROTECTOR EA 63.0000 3,654.00 0.000 0 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 840.0000 840.00 1.000 840.00 1.000 840 052 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.5300 30,263.00 57,100.000 30,263 053 FIBER REINFORCED MATRIX SQFT 0.3800 21,698.00 57,100.000 21,698 054 FIBER ROLLS LF 9.0000 13,860.00 1,740.000 15,660 055 COMPOST (CY) CY 145.0000 6,670.00 94.000 13,630 056 INCORPORATE MATERIALS SQFT 1.3500 4,968.00 3,680.000 4,968 057 CLASS 2 AGGREGATE BASE (CY) CY 176.8300 24,756.20 126.000 22,280 058 HOT MIX ASPHALT (TYPE A) TON 217.0000 217,000.00 1,352.000 293,384 059 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 30.0000 9,600.00 191.000 5,730 FABRIC) 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.5000 7,055.00 1,007.000 8,559 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.5000 637.50 147.000 1,249 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.5000 238.00 28.000 238 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.5000 1,020.00 100.000 850 064 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 122.0000 2,928.00 24.000 2,928.00 24.000 2,928 AREA) 065 TACK COAT TON 1,900.0000 5,700.00 2.200 4,180 066 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 2,905.00 330.000 1,155.00 830.000 2,905 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 36.0000 15,120.00 420.000 15,120 068 GROUND ANCHOR (SUBHORIZONTAL) EA 6,435.0000 1,203,345.00 187.000 1,203,345 069 STEEL SOLDIER PILE (HP 12 X 84) LF 113.3300 424,987.50 3,750.000 424,987 070 24" DRILLED HOLE LF 132.5000 490,250.00 3,700.000 490,250 071 STRUCTURAL CONCRETE, WALER CY 1,502.0000 480,640.00 320.000 480,640 (F) 072 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,270.0000 311,150.00 245.000 311,150 (F) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,739.0000 29,912.00 8.000 29,912 (F) 074 BAR REINFORCING STEEL (WALER) LB 1.7700 189,390.00 107,000.000 189,390 (F) 075 TIMBER LAGGING MFBM 4,208.7700 433,503.31 103.000 433,503 (F) 076 CLEAN AND PAINT STEEL SOLDIER PILING LS 227,653.0000 227,653.00 1.000 227,653 PROGRAM CAS145 PAGE 4 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE STEEL SHEET PILING WALL SQFT 2.6200 14,483.36 5,528.000 14,483 078 CONCRETE BACKFILL (PIPE TRENCH) CY 1,018.9000 12,226.80 12.000 12,226 (F) 079 8" CORRUGATED STEEL PIPE (.079" THICK) LF 54.8400 8,774.40 160.000 8,774 080 30" CORRUGATED STEEL PIPE (.138" THICK) LF 213.1500 31,972.50 154.000 32,825 081 8" PERFORATED STEEL PIPE UNDERDRAIN LF 193.6100 63,504.08 328.000 63,504 (.064" THICK) 082 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 117.1400 8,316.94 71.000 8,316 083 FURNISH AND INSTALL DRAIN PIPE LF 20.0000 18,500.00 925.000 18,500 (HORIZONTAL DRAIN) 084 DRILL HOLE (HORIZONTAL DRAIN) LF 35.0000 32,375.00 925.000 32,375 085 DRAINAGE INLET MARKER EA 275.0000 550.00 0.000 0 086 30" STEEL FLARED END SECTION EA 750.0000 750.00 1.000 750 087 REMOVE CULVERT (LF) LF 10.0000 1,700.00 170.000 1,700 088 REMOVE PIPE (LF) LF 10.5000 745.50 70.000 735 089 REMOVE INLET EA 857.0000 1,714.00 2.000 1,714 090 ADJUST FRAME AND COVER TO GRADE EA 1,500.0000 3,000.00 0.000 0 091 GRAVEL FILTER (8" THICK) CY 42.0000 168.00 4.000 168 092 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 268.0000 2,412.00 9.000 2,412 METHOD B) (CY) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 1,520.00 190.000 1,520 094 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,390.00 478.000 2,390 (F) 095 PREPARE AND STAIN CONCRETE SQFT 4.9100 48,068.90 9,790.000 48,068 096 REMOVE PAVEMENT MARKER EA 12.0000 144.00 12.000 144 097 GUARD RAILING DELINEATOR EA 51.0000 153.00 3.000 153 098 PAVEMENT MARKER EA 22.0000 2,640.00 122.000 2,684 (RETROREFLECTIVE-RECESSED) 099 MARKER (CULVERT) EA 55.0000 110.00 2.000 110.00 2.000 110 100 TREATMENT BEST MANAGEMENT PRACTICE EA 115.0000 920.00 8.000 920.00 8.000 920 MARKER 101 OBJECT MARKER (TYPE P) EA 100.0000 100.00 1.000 100 102 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 69.7500 6,138.00 88.000 6,138 103 VEGETATION CONTROL (MINOR CONCRETE) SQYD 99.9500 5,097.45 61.000 6,096 PROGRAM CAS145 PAGE 5 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TUBULAR BICYCLE RAILING LF 103.0000 40,788.00 396.000 40,788 (F) 105 TRANSITION RAILING (TYPE WB-31) EA 4,350.0000 4,350.00 1.000 4,350 106 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,295.0000 3,295.00 1.000 3,295 107 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 506.0000 200,376.00 396.000 200,376 (F) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 8,240.00 4,395.000 8,790 (ENHANCED WET NIGHT VISIBILITY) 109 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 5,010.00 1,670.000 5,010 110 TEMPORARY SIGNAL SYSTEMS LS 120,000.0000 120,000.00 1.000 120,000 PROGRAM CAS145 PAGE 6 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8004 TIME 01:48 PM ESTIMATE NO. 014 BID OPENING 02/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: LONG, CODY DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 62,425.88 7,674,268.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,938.89 40,840.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,364.77 7,715,109.51 111 MOBILIZATION LS 837,145.0000 837,145.00 1.000 837,145 ORIGINAL CONTRACT AMOUNT 8,657,906.89 TOTAL WORK COMPLETED 68,364.77 8,552,254.51 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -27,000.00 TOTAL 48,364.77 8,525,254.51 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 04/04/23 260 06/26/23 06/26/23 09/24/24 242 62 2 0 97% 92% PROGRESS IS SATISFACTORY LONG, CODY RESIDENT ENGINEER