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 03/21/22 EST. NO. 006 TIME 01:32 PM R.E. NAME: AARON VALLEY 01-0G2104 --------------------------------------------------------------------------- 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 0001 3,842.25 E.W. @ F.A.(+) 122021 N 1 0 0002 1,182.69 122121 N 2 0 0004 1,108.12 122221 N 4 0 0008 900.34 011422 N 8 0 7,033.40 TOTAL THIS ESTIMATE 3,827.85 TOTAL PREVIOUS ESTIMATE 10,861.25 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 03/21/22 EST. NO. 006 TIME 01:32 PM R.E. NAME: AARON VALLEY 01-0G2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -4,000.00 003 RELEASE 12/21 DEDUCT 4,000.00 004 LTR 3/22 DEDUCT -3,000.00 006 -3,000.00 -3,000.00 OVERBID ITEMS OVERBID ITEM NO. 102 -5,040.10 003 OVERBID ITEM NO. 102 -2,520.05 004 OVERBID ITEM NO. 102 -2,016.04 005 0.00 -9,576.19 TOTAL DEDUCTIONS -3,000.00 -12,576.19 PROGRAM CAS145 PAGE 1 DATE 03/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G2104 TIME 01:32 PM ESTIMATE NO. 006 BID OPENING 06/23/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: AARON VALLEY DATE OF THIS ESTIMATE 03/21/22 LOCATION PROGRESS ESTIMATE 01-DN-101-21.2/ .0 ----------------- MCCULLOUGH CONSTRUCTION INC IN DEL NORTE COUNTY NEAR CRESCENT 57 ALDERGROVE RD; CITY AT 0.2 MILE NORTH OF CUSHING ARCATA CA 95521 CREEK VIADUCT #01-0076 FED. AID NO. ACNH-Q101(392)E PERMANENT RESTORATION @ CUSHING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,350.0000 1,350.00 1.000 1,350 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.095 1,140.00 0.355 4,260 003 TIME-RELATED OVERHEAD (LS) LS 910,621.0000 910,621.00 0.095 86,509.00 0.355 323,270 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 10,000.00 1.000 200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.095 855.00 0.355 3,195 007 TRAFFIC CONTROL SYSTEM LS 264,535.2000 264,535.20 0.095 25,130.84 0.355 93,910 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 690.00 230.000 690 010 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 15.0000 360.00 24.000 360 011 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 6,930.00 210.000 6,930 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,500.0000 10,500.00 0.095 997.50 0.385 4,042 013 TEMPORARY RAILING (TYPE K) LF 30.0000 49,800.00 920.000 27,600 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 28,000.00 5.000 20,000 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.095 4,750.00 0.355 17,750 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.750 487 017 TEMPORARY EROSION CONTROL BLANKET SQYD 10.0000 5,000.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 800.0000 800.00 1.000 800 (TEMPORARY EROSION CONTROL) 019 TEMPORARY COVER SQYD 6.0000 600.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 1,600.00 1.000 400.00 3.000 1,200 021 TEMPORARY FIBER ROLL LF 5.0000 8,000.00 150.000 750 022 TEMPORARY SILT FENCE LF 6.0000 2,700.00 372.000 2,232 PROGRAM CAS145 PAGE 2 DATE 03/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G2104 TIME 01:32 PM ESTIMATE NO. 006 BID OPENING 06/23/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: AARON VALLEY DATE OF THIS ESTIMATE 03/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.095 475.00 0.355 1,775 024 TREATED WOOD WASTE LB 0.7500 38,836.50 1,510.500 1,132 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,094.0000 2,094.00 0.095 198.93 0.355 743 026 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 715.00 71.000 461 027 CLEARING AND GRUBBING (ACRE) ACRE 74,860.8000 37,430.40 0.500 37,430 028 ROADWAY EXCAVATION CY 66.3800 239,631.80 722.000 47,926.36 722.000 47,926 029 SHOULDER BACKING TON 75.0000 937.50 0.000 0 030 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 109.9800 270,550.80 355.600 39,108.89 355.600 39,108 (F) 031 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 115.4500 87,164.75 0.000 0 (F) 032 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 650.0000 176,150.00 271.000 176,150 (F) 033 LEAN CONCRETE BACKFILL CY 600.0000 162,600.00 271.000 162,600 (F) 034 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 6.1000 5,063.00 0.000 0 CLASS A1 035 WOOD MULCH CY 47.5200 7,603.20 0.000 0 036 FIBER ROLLS LF 5.6000 3,360.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 109.7300 48,281.20 0.000 0 038 HIGH FRICTION SURFACE TREATMENT SQYD 56.5000 104,525.00 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 205.0000 149,650.00 0.000 0 040 ASPHALT BINDER TON 750.0000 225.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 041 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 60.0000 16,200.00 0.000 0 (PAVING FABRIC) 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 29.5000 12,390.00 0.000 0 043 PLACE HOT MIX ASPHALT SQYD 75.0000 3,000.00 0.000 0 (MISCELLANEOUS AREA) 044 TACK COAT TON 2,450.0000 3,185.00 0.000 0 045 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 1,470.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.7500 33,712.50 0.000 0 047 GROUND ANCHOR (SUBHORIZONTAL) EA 8,500.0000 1,309,000.00 0.000 0 048 STEEL SOLDIER PILE (HP 14 X 117) LF 119.0900 372,632.61 3,129.000 372,632 049 SALVAGE SHEET PILING SQFT 2.1400 13,118.20 4,517.000 9,666.38 4,517.000 9,666 PROGRAM CAS145 PAGE 3 DATE 03/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G2104 TIME 01:32 PM ESTIMATE NO. 006 BID OPENING 06/23/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: AARON VALLEY DATE OF THIS ESTIMATE 03/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 30" DRILLED HOLE LF 190.0000 595,460.00 3,190.300 606,157 051 STRUCTURAL CONCRETE, WALER CY 1,657.2900 445,811.01 0.000 0 (F) 052 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,026.6100 259,732.33 0.000 0 (F) 053 STRUCTURAL CONCRETE, CONCRETE CY 3,000.0000 3,000.00 0.000 0 (F) LAGGING 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,826.0000 6,499.80 2.300 6,499.80 2.300 6,499 (F) 055 BAR REINFORCING STEEL (WALER) LB 1.8800 166,498.44 0.000 0 (F) 056 BAR REINFORCING STEEL LB 2.0000 392.00 0.000 0 (F) (CONCRETE LAGGING) 057 TIMBER LAGGING MFBM 5,178.7300 507,515.54 19.700 102,020.98 19.700 102,020 058 CLEAN AND PAINT STEEL SOLDIER PILING LS 115,976.0000 115,976.00 0.750 86,982 059 REMOVE RETAINING WALL (LS) LS 97,744.0000 97,744.00 0.340 33,232.96 0.340 33,232 060 12" ALTERNATIVE PIPE CULVERT LF 62.0100 5,890.95 0.000 0 061 30" CORRUGATED STEEL PIPE (.138" THICK) LF 381.4500 16,020.90 0.000 0 062 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 203.1100 69,869.84 0.000 0 063 24" WELDED STEEL PIPE (.250" THICK) LF 395.7100 28,491.12 60.000 23,742.60 60.000 23,742 064 REMOVE CULVERT (LF) LF 75.0000 6,225.00 65.000 4,875.00 65.000 4,875 065 REMOVE INLET EA 600.0000 600.00 1.000 600.00 1.000 600 066 ROCK SLOPE PROTECTION CY 290.0000 3,190.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 067 ROCK SLOPE PROTECTION CY 220.0000 264.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 320.00 0.000 0 069 MISCELLANEOUS IRON AND STEEL LB 6.0000 6,720.00 1,112.300 6,673.80 1,112.300 6,673 (F) 070 MISCELLANEOUS METAL LB 283.8000 28,096.20 0.000 0 (F) 071 DESTROY WELL EA 2,000.0000 22,000.00 10.000 20,000 072 PREPARE AND STAIN CONCRETE SQFT 11.7200 10,723.80 0.000 0 073 REMOVE PAVEMENT MARKER EA 1.0000 59.00 59.000 59 074 DELINEATOR (CLASS 1) EA 75.0000 750.00 0.000 0 075 PAVEMENT MARKER EA 8.0000 640.00 0.000 0 (RETROREFLECTIVE-RECESSED) 076 MARKER (CULVERT) EA 275.0000 275.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G2104 TIME 01:32 PM ESTIMATE NO. 006 BID OPENING 06/23/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: AARON VALLEY DATE OF THIS ESTIMATE 03/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 130.0000 1,430.00 0.000 0 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,360.00 0.000 0 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 972.00 0.000 0 (0.080"-FRAMED) 080 ROADSIDE SIGN - ONE POST EA 430.0000 2,580.00 0.000 0 081 ROADSIDE SIGN - TWO POST EA 875.0000 875.00 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 11,560.00 0.000 0 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 12,000.00 0.000 0 084 WILDLIFE PASSAGE WAY (TYPE S) EA 109.5000 5,256.00 0.000 0 085 TRANSITION RAILING (TYPE WB-31) EA 4,450.0000 4,450.00 0.000 0 086 END CAP (TYPE A) EA 250.0000 250.00 0.000 0 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 0.000 0 088 ALTERNATIVE CRASH CUSHION EA 34,000.0000 34,000.00 0.000 0 089 CONCRETE BARRIER (TYPE 60M) LF 209.1100 81,552.90 0.000 0 090 CALIFORNIA ST-75 BRIDGE RAIL LF 447.3400 159,253.04 0.000 0 (F) 091 REMOVE GUARDRAIL LF 10.0000 6,400.00 675.000 6,750 092 SALVAGE CONCRETE BARRIER (TYPE K) LF 17.0600 7,847.60 460.000 7,847 093 REMOVE CONCRETE BARRIER LF 58.9400 5,127.78 87.000 5,127 094 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 2.000 3,000 095 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 858.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 4,047.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 385.00 140.000 385 098 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 14.0000 4,480.00 346.000 4,844 (WATER BLASTING) 099 12 SINUSODIAL RUMBLE STRIP STA 100.0000 3,300.00 0.000 0 (AC PAVEMENT ) 100 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.355 887.50 0.355 887 SYSTEM ELEMENTS DURING CONSTRUCTION 101 TEMPORARY SIGNAL SYSTEMS LS 198,800.0000 198,800.00 0.028 5,566.40 0.778 154,666 PROGRAM CAS145 PAGE 5 DATE 03/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G2104 TIME 01:32 PM ESTIMATE NO. 006 BID OPENING 06/23/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: AARON VALLEY DATE OF THIS ESTIMATE 03/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 401,256.94 2,435,006.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,033.40 10,861.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 408,290.34 2,445,867.52 102 MOBILIZATION LS 838,646.0000 838,646.00 0.950 796,713 ORIGINAL CONTRACT AMOUNT 8,285,657.91 TOTAL WORK COMPLETED 408,290.34 3,242,581.22 MATERIALS ON HAND ON SITE -61,360.00 24,190.00 DEDUCTIONS -3,000.00 -12,576.19 TOTAL 343,930.34 3,254,195.03 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 102 MOBILIZATION 828,565.79 838,646.00 10,080.21 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 08/05/21 200 09/29/21 09/29/21 09/14/22 71 41 0 0 39% 36% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/29/21. AARON VALLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/22