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 05/21/21 EST. NO. 006 TIME 12:23 PM 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 --------------------------------------------------------------------------- 001 0001 1,179.39 E.W. @ F.A.(+) 042021 N K1 0 0002 3,553.75 041521 N APEX10 0003 522.28 041521 N 3 0 002 0009 365.46 E.W. @ F.A.(+) 042021 N 9 0 0010 765.33 041921 N 10 0 0011 3,465.32 042621 N 11 0 9,851.53 TOTAL THIS ESTIMATE 43,106.61 TOTAL PREVIOUS ESTIMATE 52,958.14 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 05/21/21 EST. NO. 006 TIME 12:23 PM R.E. NAME: NATHANIEL STEEN/DAWN FRIEND 01-0F4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 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 0.112 1,344.00 0.366 4,392 003 TIME-RELATED OVERHEAD (LS) LS 911,160.0000 911,160.00 0.112 102,049.92 0.366 333,484 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 3.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 4.000 800 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.112 280.00 0.366 915 007 CONSTRUCTION AREA SIGNS LS 15,571.2000 15,571.20 0.112 1,743.97 0.366 5,699 008 TRAFFIC CONTROL SYSTEM LS 375,290.0000 375,290.00 0.112 42,032.48 0.366 137,356 009 TYPE III BARRICADE EA 187.4200 6,372.28 3.000 562 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 6,000.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 26,775.00 12,664.000 5,698 012 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 65,520.00 281.000 11,802 013 PORTABLE SIGNAL SYSTEMS LS 48,000.0000 48,000.00 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK LS 14,400.0000 14,400.00 0.112 1,612.80 0.366 5,270 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 0.112 896.00 0.366 2,928 017 TEMPORARY RAILING (TYPE K) LF 22.3100 84,108.70 1,254.000 27,976 018 ALTERNATIVE TEMPORARY CRASH EA 4,000.0000 48,000.00 5.000 20,000 CUSHION 019 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.112 3,920.00 0.366 12,810 020 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 1.000 500.00 9.000 4,500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 23.000 11,500 PROGRAM CAS145 PAGE 2 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 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 0.000 0 027 TEMPORARY CHECK DAM LF 13.5000 4,050.00 400.000 5,400 028 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 8,800.00 3.000 1,200 029 TEMPORARY FIBER ROLL LF 5.0000 10,000.00 480.000 2,400 030 TEMPORARY GRAVEL BAG BERM LF 14.0000 37,240.00 425.000 5,950 031 TEMPORARY SILT FENCE LF 6.0000 19,020.00 2,181.000 13,086 032 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 6,000.00 1.000 1,500 033 STREET SWEEPING LS 10,000.0000 10,000.00 0.112 1,120.00 0.366 3,660 034 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.112 560.00 0.366 1,830 035 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 0.000 0 039 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,145.0000 2,145.00 0.112 240.24 0.366 785 040 INVASIVE SPECIES CONTROL LS 6,200.0000 6,200.00 0.112 694.40 0.366 2,269 041 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 0.112 5,563.00 0.366 18,179 043 ROADWAY EXCAVATION CY 42.7700 304,522.40 439.930 18,815 044 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 0.000 0 046 IMPORTED BIOFILTRATION SOIL CY 98.3200 17,697.60 0.000 0 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.1500 17,955.00 0.000 0 048 FIBER REINFORCED MATRIX SQFT 0.2500 53,250.00 0.000 0 049 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3300 64,350.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 053 INCORPORATE MATERIALS SQFT 1.3400 17,018.00 0.000 0 054 FINISHING ROADWAY LS 109,482.4000 109,482.40 0.000 0 055 CLASS 2 AGGREGATE BASE (CY) CY 81.0400 335,505.60 55.000 4,457.20 470.850 38,157 056 HOT MIX ASPHALT (TYPE A) TON 138.0000 666,540.00 70.740 9,762.12 629.410 86,858 057 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 0.000 0 (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 6,510.00 126.000 378.00 126.000 378 (MOD) 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 4,560.00 837.000 2,511.00 837.000 2,511 (MOD) 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 13,800.00 474.000 1,422.00 474.000 1,422 (MOD) 063 PLACE HOT MIX ASPHALT SQYD 100.0000 600.00 3.000 300.00 3.000 300 (MISCELLANEOUS AREA) 064 TACK COAT TON 1,650.0000 36,300.00 2.500 4,125 065 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 315.00 90.000 315.00 90.000 315 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 23.0000 69,000.00 367.000 8,441 067 RAIL ELEMENT WALL SQFT 46.5800 61,951.40 0.000 0 068 MECHANICALLY STABILIZED EMBANKMENT SQFT 41.4900 659,815.47 1,632.000 67,711.68 5,036.000 208,943 (F) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,230.8800 22,308.80 1.670 3,725.57 3.400 7,584 (F) 070 24" PLASTIC PIPE LF 198.3600 21,819.60 0.000 0 071 24" CORRUGATED STEEL PIPE (.138" THICK) LF 486.9300 40,902.12 7.000 3,408 072 18" CORRUGATED STEEL PIPE (.138" THICK) LF 573.0300 13,179.69 10.000 5,730.30 10.000 5,730 073 6" NON-PERFORATED PLASTIC PIPE LF 131.3700 26,274.00 -234.000 -30,740.58 16.000 2,101 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 0.000 0 (.138" THICK) 076 ABANDON CULVERT (LF) LF 108.1700 10,708.83 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.250 537.57 14.250 928 078 REMOVE INLET EA 1,340.6900 9,384.83 1.000 1,340.69 2.000 2,681 079 SAND BACKFILL CY 209.8000 3,776.40 0.620 130.08 1.240 260 080 ROCK SLOPE PROTECTION CY 350.0000 17,850.00 0.000 0 (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 0.000 0 083 MISCELLANEOUS IRON AND STEEL LB 5.0300 8,344.77 188.000 945 (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 0.000 0 087 PAVEMENT MARKER EA 13.0000 15,210.00 0.000 0 (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 0.000 0 091 RELOCATE ROADSIDE SIGN EA 194.4000 3,110.40 0.000 0 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,400.00 0.000 0 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,275.00 0.000 0 (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 0.000 0 (0.080"-FRAMED) 096 ROADSIDE SIGN - ONE POST EA 200.0000 6,200.00 0.000 0 097 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 0.000 0 METHOD) 099 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.5000 107,775.00 375.000 8,437.50 375.000 8,437 100 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 30.0000 24,900.00 0.000 0 101 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0900 113,374.10 136.000 10,348.24 136.000 10,348 102 CABLE RAILING LF 48.0000 64,752.00 0.000 0 (F) 103 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,900.00 1.000 650.00 1.000 650 PROGRAM CAS145 PAGE 5 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,200.00 1.000 3,200 105 REMOVE GUARDRAIL LF 2.0000 9,100.00 98.500 197.00 811.000 1,622 106 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 9,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 6,138.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 38,390.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 REMOVE TRAFFIC STRIPE (HIGH PRESSURE LF 1.8500 30,525.00 3,450.000 6,382 WATER BLASTING) 111 REMOVE PAVEMENT MARKING (HIGH SQFT 24.0000 11,280.00 126.000 3,024 PRESSURE WATER BLASTING) 112 6" RUMBLE STRIP STA 45.0000 2,385.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 113 12" RUMBLE STRIP STA 25.0000 6,500.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 6 DATE 05/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4604 TIME 12:23 PM ESTIMATE NO. 006 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 05/20/21 R.E. NAME: NATHANIEL STEEN/DAWN FRIEND DATE OF THIS ESTIMATE 05/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 252,970.18 1,093,113.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,851.53 52,958.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 262,821.71 1,146,071.34 114 MOBILIZATION LS 588,960.0000 588,960.00 0.750 441,720 ORIGINAL CONTRACT AMOUNT 6,931,404.18 TOTAL WORK COMPLETED 262,821.71 1,587,791.34 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 262,821.71 1,587,791.34 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 11/18/21 68 84 0 0 23% 35% PROGRESS IS SATISFACTORY NATHANIEL STEEN/DAWN FRIEND RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/21