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 08/22/22 EST. NO. 021 TIME 10:00 AM R.E. NAME: NATHANIEL STEEN/DAWN FRIEND 01-0F4604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0001 9,522.32 E.W. @ F.A.(+) 062722 N 1 0 9,522.32 TOTAL THIS ESTIMATE 167,477.15 TOTAL PREVIOUS ESTIMATE 176,999.47 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 08/22/22 EST. NO. 021 TIME 10:00 AM R.E. NAME: NATHANIEL STEEN/DAWN FRIEND 01-0F4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/21 -3,000.00 012 RTN DEDUCT 11/21 3,000.00 013 PER 2/22 LETTER -2,000.00 015 LTR 2/22 RETURN 2,000.00 016 PER LTR 8/22 DEDUCT -4,000.00 021 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 LOCATION PROGRESS ESTIMATE 01-HUM-299-20.5/30.2 ----------------- MCCULLOUGH CONSTRUCTION INC IN HUMBOLDT COUNTY AT VARIOUS 57 ALDERGROVE RD; LOCATIONS FROM 1.5 MILES EAST OF ARCATA CA 95521 BAIR ROAD TO 0.4 MILE WEST OF CEDAR CREEK ROAD FED. AID NO. HSST-P299(208)E WIDEN SHOULDERS & INSTALL RUMBLE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 9,000 003 TIME-RELATED OVERHEAD (LS) LS 911,160.0000 911,160.00 0.903 822,777 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 4.000 8,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 5.000 1,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.903 2,257 007 CONSTRUCTION AREA SIGNS LS 15,571.2000 15,571.20 0.903 14,060 008 TRAFFIC CONTROL SYSTEM LS 375,290.0000 375,290.00 0.886 332,506 009 TYPE III BARRICADE EA 187.4200 6,372.28 28.000 5,247 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 6,000.00 124.000 3,720 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 26,775.00 32,240.000 14,508 012 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 65,520.00 801.000 33,642 013 PORTABLE SIGNAL SYSTEMS LS 48,000.0000 48,000.00 0.820 39,360 014 PORTABLE RADAR SPEED FEEDBACK LS 14,400.0000 14,400.00 0.949 13,665 SIGN SYSTEMS 015 TEMPORARY PAVEMENT MARKER EA 5.0000 650.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.949 7,592 017 TEMPORARY RAILING (TYPE K) LF 22.3100 84,108.70 3,754.000 83,751 018 ALTERNATIVE TEMPORARY CRASH EA 4,000.0000 48,000.00 12.000 48,000 CUSHION 019 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.949 33,215 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,890.0000 1,890.00 0.500 945 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 23.000 11,500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 76.000 38,000 PROGRAM CAS145 PAGE 2 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 024 MOVE-IN/MOVE-OUT EA 800.0000 9,600.00 1.000 800 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 2.5500 21,522.00 380.600 970 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 6.2900 53,087.60 1,000.000 6,290 027 TEMPORARY CHECK DAM LF 13.5000 4,050.00 224.000 3,024.00 634.000 8,559 028 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 8,800.00 6.000 2,400 029 TEMPORARY FIBER ROLL LF 5.0000 10,000.00 1,262.000 6,310 030 TEMPORARY GRAVEL BAG BERM LF 14.0000 37,240.00 425.000 5,950 031 TEMPORARY SILT FENCE LF 6.0000 19,020.00 541.000 3,246.00 3,232.000 19,392 032 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 6,000.00 2.000 3,000 033 STREET SWEEPING LS 10,000.0000 10,000.00 0.949 9,490 034 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.949 4,745 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 1,000.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 150.0000 300.00 0.000 0 037 WATER QUALITY ANNUAL REPORT EA 200.0000 600.00 0.000 0 038 TREATED WOOD WASTE LB 0.1100 5,588.00 9,278.200 1,020 039 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,145.0000 2,145.00 0.949 2,035 040 INVASIVE SPECIES CONTROL LS 6,200.0000 6,200.00 0.949 5,883 041 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 20,540.00 2,080.000 13,520 042 CLEARING AND GRUBBING (LS) LS 49,669.6000 49,669.60 0.949 47,136 043 ROADWAY EXCAVATION CY 42.7700 304,522.40 5,901.230 252,395 044 ROADSIDE CLEARING LS 17,642.4000 17,642.40 0.000 0 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,000.00 2.000 1,600 046 IMPORTED BIOFILTRATION SOIL CY 98.3200 17,697.60 94.000 9,242.08 94.000 9,242 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.1500 17,955.00 755.000 2,378.25 755.000 2,378 048 FIBER REINFORCED MATRIX SQFT 0.2500 53,250.00 33,750.000 8,437.50 86,900.000 21,725 049 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3300 64,350.00 48,340.000 15,952 PROGRAM CAS145 PAGE 3 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 8.0000 12,800.00 0.000 0 051 COMPOST SOCK (EXISITNG) LF 1.6500 16,995.00 0.000 0 052 COMPOST (CY) CY 122.9700 14,756.40 64.000 7,870.08 100.200 12,321 053 INCORPORATE MATERIALS SQFT 1.3400 17,018.00 3,286.000 4,403 054 FINISHING ROADWAY LS 109,482.4000 109,482.40 0.750 82,111.80 0.750 82,111 055 CLASS 2 AGGREGATE BASE (CY) CY 81.0400 335,505.60 3,725.920 301,948 056 HOT MIX ASPHALT (TYPE A) TON 138.0000 666,540.00 4,848.000 669,024.00 11,292.800 1,558,406 057 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 164.0000 1,034,840.00 0.000 0 (OPEN GRADED FRICTION COURSE) 058 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 8.0000 73,760.00 2,624.000 20,992 (PAVING FABRIC) 059 DATA CORE LS 5,000.0000 5,000.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 6,510.00 1,163.000 3,489.00 1,289.000 3,867 (MOD) 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 4,560.00 1,550.000 4,650 (MOD) 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 13,800.00 1,477.000 4,431.00 3,385.000 10,155 (MOD) 063 PLACE HOT MIX ASPHALT SQYD 100.0000 600.00 3.000 300 (MISCELLANEOUS AREA) 064 TACK COAT TON 1,650.0000 36,300.00 8.600 14,190.00 19.900 32,835 065 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 315.00 90.000 315 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 23.0000 69,000.00 1,718.300 39,520.90 6,992.340 160,823 067 RAIL ELEMENT WALL SQFT 46.5800 61,951.40 1,330.000 61,951 068 MECHANICALLY STABILIZED EMBANKMENT SQFT 41.4900 659,815.47 17,236.000 715,121 (F) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,230.8800 22,308.80 3.300 7,361.90 8.400 18,739 (F) 070 24" PLASTIC PIPE LF 198.3600 21,819.60 58.000 11,504 071 24" CORRUGATED STEEL PIPE (.138" THICK) LF 486.9300 40,902.12 31.000 15,094 072 18" CORRUGATED STEEL PIPE (.138" THICK) LF 573.0300 13,179.69 16.100 9,225 073 6" NON-PERFORATED PLASTIC PIPE LF 131.3700 26,274.00 73.100 9,603 UNDERDRAIN 074 DRAINAGE INLET MARKER EA 45.0000 270.00 0.000 0 075 36" CORRUGATED STEEL PIPE INLET LF 1,140.6300 14,828.19 10.000 11,406 (.138" THICK) 076 ABANDON CULVERT (LF) LF 108.1700 10,708.83 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CULVERT (LF) LF 65.1600 10,425.60 38.400 2,502.14 118.950 7,750 078 REMOVE INLET EA 1,340.6900 9,384.83 5.000 6,703 079 SAND BACKFILL CY 209.8000 3,776.40 2.000 419.60 3.240 679 080 ROCK SLOPE PROTECTION CY 350.0000 17,850.00 166.000 58,100 (1/2 T, CLASS VII, METHOD A) (CY) 081 ROCK SLOPE PROTECTION CY 220.0000 4,840.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 082 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 2,160.00 50.600 607 083 MISCELLANEOUS IRON AND STEEL LB 5.0300 8,344.77 376.000 1,891.28 1,294.000 6,508 (F) 084 OBLITERATE SURFACING SQYD 7.5000 5,025.00 0.000 0 085 DELINEATOR (CLASS 2) EA 43.0000 645.00 0.000 0 086 GUARD RAILING DELINEATOR EA 15.0000 495.00 7.000 105 087 PAVEMENT MARKER EA 13.0000 15,210.00 674.000 8,762.00 1,188.000 15,444 (RETROREFLECTIVE-RECESSED) 088 MARKER (CULVERT) EA 125.0000 1,875.00 0.000 0 089 TREATMENT BEST MANAGEMENT EA 125.0000 2,375.00 0.000 0 PRACTICE MARKER 090 REMOVE ROADSIDE SIGN EA 172.8000 6,220.80 14.000 2,419 091 RELOCATE ROADSIDE SIGN EA 194.4000 3,110.40 27.000 5,248 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,400.00 104.180 2,083 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,275.00 15.170 379 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 325.00 0.000 0 (0.063"-FRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 750.00 25.000 750 (0.080"-FRAMED) 096 ROADSIDE SIGN - ONE POST EA 200.0000 6,200.00 4.000 800.00 17.000 3,400 097 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0 098 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,200.00 4.000 800.00 18.000 3,600 METHOD) 099 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.5000 107,775.00 1,537.500 34,593.75 3,162.500 71,156 100 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 30.0000 24,900.00 1,212.500 36,375.00 1,212.500 36,375 101 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0900 113,374.10 524.500 39,909 102 CABLE RAILING LF 48.0000 64,752.00 515.000 24,720.00 1,351.000 64,848 (F) 103 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,900.00 4.000 2,600.00 5.000 3,250 PROGRAM CAS145 PAGE 5 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 22,400.00 3.000 9,600.00 7.000 22,400 105 REMOVE GUARDRAIL LF 2.0000 9,100.00 4,715.500 9,431 106 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 9,180.00 307.000 5,526.00 749.000 13,482 (ENHANCED WET NIGHT VISIBILITY) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 450.00 255.000 229.50 505.000 454 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 6,138.00 5,900.000 5,310.00 9,500.000 8,550 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 38,390.00 31,300.000 34,430.00 51,540.000 56,694 (ENHANCED WET NIGHT VISIBILITY) 110 REMOVE TRAFFIC STRIPE (HIGH PRESSURE LF 1.8500 30,525.00 8,132.000 15,044 WATER BLASTING) 111 REMOVE PAVEMENT MARKING (HIGH SQFT 24.0000 11,280.00 250.000 6,000 PRESSURE WATER BLASTING) 112 6" RUMBLE STRIP STA 45.0000 2,385.00 48.000 2,160 (ASPHALT CONCRETE PAVEMENT) 113 12" RUMBLE STRIP STA 25.0000 6,500.00 175.500 4,387.50 250.500 6,262 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 6 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 10:00 AM ESTIMATE NO. 021 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,027,273.28 5,484,469.23 ADJUSTMENT OF COMPENSATION 0.00 -10,000.00 EXTRA WORK 9,522.32 186,999.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,036,795.60 5,661,468.70 114 MOBILIZATION LS 588,960.0000 588,960.00 1.000 588,960 ORIGINAL CONTRACT AMOUNT 6,931,404.18 TOTAL WORK COMPLETED 1,036,795.60 6,250,428.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 1,032,795.60 6,246,428.70 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 09/11/20 197 11/05/20 11/05/20 08/24/22 213 233 19 0 86% 99% PROGRESS IS SATISFACTORY NATHANIEL STEEN/DAWN FRIEND RESIDENT ENGINEER