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 10/10/19 EST. NO. 004 TIME 10:22 AM R.E. NAME: BENNER, HENRY 02-0H4504 --------------------------------------------------------------------------- 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 41,622.03 E.W. @ U.P (+) 052919 N 1 0 004 0001 1,540.00 E.W. @ U.P (+) 051519 N 1 0 0001-1 -1,540.00 051519 N 1 0 DAO CORRECTING ENTRY 0001-2 1,540.00 051519 N 1 0 DAO CORRECTING ENTRY 005 0001 83,384.03 E.W. @ L.S.(+) 072219 N 1 0 006 0001 2,769.56 E.W. @ F.A.(+) 081519 N 0001.0 0002 6,181.67 081619 N 2 0 135,497.29 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 135,497.29 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 10/10/19 EST. NO. 004 TIME 10:22 AM R.E. NAME: BENNER, HENRY 02-0H4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2019 -10,000.00 004 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 004 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/19 -5,000.00 002 RCVD CERT PAYROLL 5,000.00 004 5,000.00 0.00 TOTAL DEDUCTIONS -15,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/10/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H4504 TIME 10:22 AM ESTIMATE NO. 004 BID OPENING 09/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/26/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 10/10/19 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-PLU-70-11.5/11.9 ---------------------------------- KNIFE RIVER CONSTRUCTION IN PLUMAS COUNTY ABOUT 3 MILES WEST 1764 SKYWAY OF BELDEN FROM 2.1 MILES TO 1.6 CHICO CA 95928 MILES WEST OF CHIPPS CREEK BRIDGE FED. AID NO. HSST-P070(134)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 3,000.0000 3,000.00 1.000 3,000 002 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 003 CONSTRUCTION AREA SIGNS LS 5,475.0000 5,475.00 1.000 5,475 004 TRAFFIC CONTROL SYSTEM LS 155,880.0000 155,880.00 1.000 155,880 005 TEMPORARY TRAFFIC STRIPE (TAPE) LF 11.5000 1,265.00 109.000 1,253 006 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 42.0000 840.00 22.000 924 007 CHANNELIZER (SURFACE MOUNTED) EA 129.0000 4,128.00 50.000 6,450 008 TEMPORARY SIGNAL SYSTEM LS 210,000.0000 210,000.00 0.100 21,000.00 1.000 210,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 12,000.00 1.000 6,000 010 TEMPORARY RAILING (TYPE K) LF 17.0000 24,820.00 1,320.000 22,440 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 28,000.00 8.000 28,000 012 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.750 1,875 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 1,000.00 0.000 0 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 2,500.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 017 TEMPORARY COVER SQYD 5.0000 14,350.00 21.000 105 018 TEMPORARY CHECK DAM LF 2.5000 1,050.00 21.000 52 019 TEMPORARY DRAINAGE INLET PROTECTION EA 5.0000 25.00 3.000 15 020 TEMPORARY FIBER ROLL LF 1.2500 1,100.00 404.000 505 021 TEMPORARY SAND BAG EA 5.0000 85.00 17.000 85 022 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 10/10/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H4504 TIME 10:22 AM ESTIMATE NO. 004 BID OPENING 09/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/26/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 10/10/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.000 0 024 TREATED WOOD WASTE LB 0.9500 1,434.50 0.000 0 025 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 920.0000 27,600.00 4.000 3,680.00 4.000 3,680 026 INVASIVE SPECIES PREVENTION PLAN LS 2,500.0000 2,500.00 1.000 2,500 027 TEMPORARY HIGH-VISIBILITY FENCE LF 8.9500 5,817.50 595.000 5,325 028 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 029 ROADWAY EXCAVATION CY 50.0000 299,500.00 5,990.000 299,500 030 SHOULDER BACKING TON 40.0000 7,200.00 180.000 7,200 031 DITCH EXCAVATION CY 60.0000 3,120.00 51.600 3,096 032 8" PLASTIC PIPE (SCHEDULE 40) LF 40.0000 3,600.00 0.000 0 (SUPPLY LINE) 033 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 034 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 100,800.00 1,680.000 100,800 035 HOT MIX ASPHALT (TYPE A) TON 125.0000 290,000.00 2,341.510 292,688 036 DATA CORE LS 3,000.0000 3,000.00 1.000 3,000 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.8000 144.00 18.000 86 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.8000 360.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.8000 4,032.00 764.000 3,667 040 PLACE HOT MIX ASPHALT SQYD 75.0000 2,625.00 38.670 2,900 (MISCELLANEOUS AREA) 041 TACK COAT TON 800.0000 2,400.00 3.020 2,416 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 25.0000 7,250.00 974.000 24,350 043 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 17,500.00 7.000 17,500 (F) 044 24" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 32,500.00 132.000 33,000 045 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 19,000.00 72.000 1,800.00 960.000 24,000 046 CLASS 6 PERMEABLE MATERIAL CY 130.0000 22,100.00 11.600 1,508.00 272.100 35,373 047 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 15.0000 900.00 40.000 600 (.064" THICK) 048 24" ANCHOR ASSEMBLY EA 25.0000 100.00 3.000 75 049 REMOVE CULVERT (LF) LF 50.0000 2,800.00 43.500 2,175 PROGRAM CAS145 PAGE 3 DATE 10/10/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H4504 TIME 10:22 AM ESTIMATE NO. 004 BID OPENING 09/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/26/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 10/10/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 350.0000 1,050.00 4.000 1,400 051 MODIFY INLET WALL (REMOVE CONCRETE) EA 1,500.0000 1,500.00 1.000 1,500 052 GABION CY 350.0000 536,200.00 72.000 25,200.00 1,604.000 561,400 (F) 053 ROCK SLOPE PROTECTION CY 125.0000 6,375.00 48.500 6,062 (60 LB, CLASS II, METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 2,140.00 116.700 233.40 1,037.200 2,074 055 GEOSYNTHETIC FILTER FABRIC (TYPE C) SQYD 2.0000 2,360.00 484.300 968.60 1,936.800 3,873 056 MINOR CONCRETE (MISCELLANEOUS CY 2,500.0000 3,000.00 1.200 3,000 CONSTRUCTION) 057 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,370.00 1,419.000 2,838 (F) 058 MISCELLANEOUS METAL LB 2.0000 1,138.00 569.000 1,138 (F) 059 DELINEATOR (CLASS 2) EA 102.0000 1,530.00 15.000 1,530 060 GUARD RAILING DELINEATOR EA 16.0000 272.00 20.000 320 061 PAVEMENT MARKER EA 40.0000 5,600.00 170.000 6,800 (RETROREFLECTIVE-RECESSED) 062 MARKER (CULVERT) EA 105.0000 945.00 4.500 472.50 9.000 945 063 OBJECT MARKER EA 105.0000 630.00 2.000 210.00 6.000 630 064 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 1.000 100.00 13.000 1,300 065 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 230.00 15.250 76.25 15.250 76 066 ROADSIDE SIGN - ONE POST EA 645.0000 3,225.00 4.000 2,580.00 4.000 2,580 067 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 15.0000 690.00 15.250 228.75 15.250 228 RETROREFLECTIVE SHEETING (TYPE XI) (0.063" UNFRAMED) 068 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 39,250.00 62.500 1,562.50 1,612.500 40,312 069 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 33,750.00 600.310 27,013 070 CABLE RAILING LF 23.0000 17,687.00 22.000 506.00 833.000 19,159 (F) 071 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 2.000 1,300.00 4.000 2,600 072 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 6,300.00 2.000 6,300 073 REMOVE GUARDRAIL LF 4.0000 1,040.00 808.500 3,234 074 THERMOPLASTIC PAVEMENT MARKING SQFT 100.0000 2,200.00 21.000 2,100 075 THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 7,540.00 6,025.000 8,736 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 10/10/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H4504 TIME 10:22 AM ESTIMATE NO. 004 BID OPENING 09/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/26/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 10/10/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 12.0000 4,080.00 0.000 0 077 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 42.0000 840.00 0.000 0 078 CONDUIT SYSTEM (TELEPHONE) LS 115,000.0000 115,000.00 0.050 5,750.00 1.000 115,000 PROGRAM CAS145 PAGE 5 DATE 10/10/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H4504 TIME 10:22 AM ESTIMATE NO. 004 BID OPENING 09/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/26/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 10/10/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 67,676.00 2,255,145.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 135,497.29 135,497.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 203,173.29 2,390,642.34 079 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 2,493,143.00 TOTAL WORK COMPLETED 203,173.29 2,630,642.34 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -15,000.00 -20,000.00 TOTAL 188,173.29 2,610,642.34 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 01/09/19 50 02/21/19 02/21/19 08/26/19 59 71 9 0 100% 100% BENNER, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/10/19