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 11/02/21 EST. NO. 008 TIME 01:41 PM R.E. NAME: JOEL GASIK 02-2H0504 --------------------------------------------------------------------------- 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 11/02/21 EST. NO. 008 TIME 01:41 PM R.E. NAME: JOEL GASIK 02-2H0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2020 -10,000.00 006 MISSING CEM4401 2021 -1,000.00 006 RCVD CEM4401 2020 10,000.00 007 RCVD CEM4401 2021 1,000.00 007 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 006 RCVD CEM24202F 10,000.00 008 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER 4/21 LETTER -8,000.00 004 PER 6/21 LETTER -10,000.00 005 RELEASE 5/21 DEDUCT 8,000.00 005 PER 7/21 LETTER -5,000.00 006 RELEASE 6/21 DEDUCT 10,000.00 007 RELEASE 7/21 DEDUCT 5,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/02/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H0504 TIME 01:41 PM ESTIMATE NO. 008 BID OPENING 05/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/21 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/02/21 LOCATION FINAL ESTIMATE 02-TRI-36-R34.7/R35.3 -------------- STEVE MANNING CONSTRUCTION, IN TRINITY COUNTY ABOUT 15 MILES INC. WEST OF PLATINA FROM 3.7 MILES TO 5211 CHURN CREEK ROAD 3.0 MILES WEST OF HAYFORK CREEK REDDING CA 96002 BRIDGE. FED. AID NO. HSST-P036(116)E CURVE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (LS) LS 225,000.0000 225,000.00 1.000 225,000 003 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 004 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000 005 TRAFFIC CONTROL SYSTEM LS 228,000.0000 228,000.00 1.000 228,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 1.000 25,000 SYSTEMS 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,200.0000 19,200.00 1.000 19,200 008 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 009 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 5.000 2,500 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 5,400.00 5.000 3,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 013 TEMPORARY CHECK DAM LF 20.0000 1,800.00 10.000 200 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,000.00 3.000 600 015 TEMPORARY FIBER ROLL LF 10.0000 3,000.00 27.000 270 016 TEMPORARY GRAVEL BAG BERM LF 20.0000 3,000.00 58.000 1,160 017 TEMPORARY SILT FENCE LF 5.0000 500.00 0.000 0 018 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 019 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 020 ASBESTOS COMPLIANCE PLAN LS 50,000.0000 50,000.00 1.000 50,000 021 INVASIVE SPECIES CONTROL LS 9,500.0000 9,500.00 1.000 9,500 022 DUST CONTROL PLAN LS 60,000.0000 60,000.00 1.000 60,000 (NATURALLY OCCURRING ASBESTOS) PROGRAM CAS145 PAGE 2 DATE 11/02/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H0504 TIME 01:41 PM ESTIMATE NO. 008 BID OPENING 05/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/21 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/02/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 440.00 100.000 400 024 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 1.000 85,000 025 DUST PALLIATIVE LS 14,400.0000 14,400.00 1.000 14,400 026 ROADWAY EXCAVATION CY 14.5000 2,204,000.00 153,500.000 2,225,750 (NATURALLY OCCURRING ASBESTOS) 027 SHOULDER BACKING TON 46.0000 27,600.00 442.970 20,376 028 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4400 119,240.00 271,000.000 119,240 029 FIBER REINFORCED MATRIX SQFT 0.2000 54,200.00 271,000.000 54,200 030 FINISHING ROADWAY LS 19,000.0000 19,000.00 1.000 19,000 031 CLASS 2 AGGREGATE BASE (CY) CY 83.0000 117,860.00 1,420.000 117,860 032 HOT MIX ASPHALT (TYPE A) TON 135.0000 330,750.00 2,398.790 323,836 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 28.0000 1,400.00 40.000 1,120 034 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 28.0000 9,240.00 319.000 8,932 035 PLACE HOT MIX ASPHALT SQYD 50.0000 7,500.00 145.500 7,275 (MISCELLANEOUS AREA) 036 TACK COAT TON 1,200.0000 4,800.00 5.112 6,134 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 29.0000 7,830.00 267.000 7,743 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,550.0000 40,800.00 16.000 40,800 (F) 039 PAINT GALVANIZED SURFACE LS 2,500.0000 2,500.00 1.000 2,500 040 18" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 2,850.00 21.000 3,990 041 24" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 70,000.00 347.000 69,400 042 24" CORRUGATED STEEL PIPE (.138" THICK) LF 210.0000 63,000.00 308.000 64,680 043 MODIFIED UNDERDRAIN LF 110.0000 60,500.00 528.000 58,080 044 3" PLASTIC PIPE (EDGE DRAIN) LF 52.0000 28,600.00 600.000 31,200 045 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 52.0000 5,200.00 58.000 3,016 046 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.0000 8,250.00 45.000 7,425 (.109" THICK) 047 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 170.0000 25,500.00 141.400 24,038 (.109" THICK) 048 18" ANCHOR ASSEMBLY EA 300.0000 1,200.00 4.000 1,200 049 24" ANCHOR ASSEMBLY EA 310.0000 3,720.00 11.000 3,410 PROGRAM CAS145 PAGE 3 DATE 11/02/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H0504 TIME 01:41 PM ESTIMATE NO. 008 BID OPENING 05/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/21 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/02/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" PRECAST CONCRETE PIPE INLET LF 385.0000 5,005.00 12.600 4,851 051 ABANDON CULVERT (LF) LF 29.0000 12,180.00 301.800 8,752 052 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000 053 REMOVE CULVERT (LF) LF 20.0000 680.00 17.000 340 054 SAND BACKFILL CY 52.0000 1,404.00 19.700 1,024 055 GABION CY 320.0000 301,760.00 943.000 301,760 (F) 056 ROCK SLOPE PROTECTION (2T, CLASS IX, EA 200.0000 1,400.00 7.000 1,400 METHOD A) (EA) 057 ROCK SLOPE PROTECTION CY 123.0000 29,520.00 239.000 29,397 (300 LB, CLASS IV, METHOD B) (CY) 058 ROCK SLOPE PROTECTION CY 123.0000 2,337.00 18.900 2,324 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 10,140.00 1,345.800 8,074 060 MISCELLANEOUS IRON AND STEEL LB 5.0000 15,315.00 3,063.000 15,315 (F) 061 16' TUBULAR STEEL GATE EA 5,200.0000 10,400.00 2.000 10,400 062 DELINEATOR (CLASS 2) EA 35.0000 1,890.00 65.000 2,275 063 MILEPOST MARKER EA 55.0000 495.00 9.000 495 064 MARKER (CULVERT) EA 55.0000 715.00 13.000 715 065 OBJECT MARKER (TYPE P) EA 80.0000 80.00 1.000 80 066 REMOVE MARKER EA 15.0000 165.00 11.000 165 067 REMOVE ROADSIDE SIGN EA 150.0000 300.00 2.000 300 068 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.0000 10,440.00 300.000 10,800 069 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 1.000 700 070 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 5,000.00 1.000 5,000 071 INTERMEDIATE ANCHOR ASSEMBLY EA 700.0000 1,400.00 2.000 1,400 072 THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 8,720.00 5,780.000 9,248 (SPRAYABLE) 073 GEOMEMBRANE (SCRIM REINFORCED, CLASS A) SQYD 15.0000 19,050.00 955.000 14,325 074 CUSHION FABRIC (CLASS 16) SQYD 4.0000 8,840.00 2,230.700 8,922 PROGRAM CAS145 PAGE 4 DATE 11/02/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H0504 TIME 01:41 PM ESTIMATE NO. 008 BID OPENING 05/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/21 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/02/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,477,501.57 ADJUSTMENT OF COMPENSATION 0.00 25,651.71 EXTRA WORK 0.00 12,760.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 4,515,913.36 075 MOBILIZATION LS 480,000.0000 480,000.00 1.000 480,000 ORIGINAL CONTRACT AMOUNT 4,971,716.00 TOTAL WORK COMPLETED 0.00 4,995,913.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 4,995,913.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/09/20 84 08/04/20 08/04/20 06/09/21 61 145 0 0 100% 100% JOEL GASIK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/02/21