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 02/11/20 EST. NO. 015 TIME 10:38 AM R.E. NAME: YOLTON, JOHN 02-0H6304 --------------------------------------------------------------------------- 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 02/11/20 EST. NO. 015 TIME 10:38 AM R.E. NAME: YOLTON, JOHN 02-0H6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM2402 -10,000.00 013 RCVD CEM4401 10,000.00 014 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM4401 -10,000.00 013 RCVD CEM 2402 10,000.00 015 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 11/20 -1,000.00 004 RELEASE DEDUCT 11/20 1,000.00 005 PER LTR DATED 7/19 -2,000.00 010 RTN DEDUCT 7/19 2,000.00 012 MISSING CERT.PAYROLL -1,000.00 014 RCVD CERT PAYROLL 1,000.00 015 1,000.00 0.00 TOTAL DEDUCTIONS 11,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H6304 TIME 10:38 AM ESTIMATE NO. 015 BID OPENING 06/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 02/11/20 LOCATION FINAL ESTIMATE 02-LAS-139-6.2/7.3 -------------- KNIFE RIVER CONSTRUCTION IN LASSEN COUNTY ABOUT 6 MILES 1764 SKYWAY NORTH OF SUSANVILLE FROM 0.1 MILE CHICO CA 95928 SOUTH TO 0.7 MILE SOUTH OF ANTELOPE RADIO STREET. FED. AID NO. NSST-S139(24)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 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 1.000 1,500 003 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 004 CONSTRUCTION AREA SIGNS LS 3,800.0000 3,800.00 1.000 3,800 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 007 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500 008 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 500.00 1.000 500 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 5,000.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 012 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 11,760.00 0.000 0 (BONDED FIBER MATRIX) 013 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 014 TREATED WOOD WASTE LB 0.1000 1,800.00 17,426.000 1,742 015 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,200.0000 4,800.00 1.000 1,200 016 TEMPORARY HIGH-VISIBILITY FENCE LF 8.9500 6,175.50 690.000 6,175 017 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 018 DUST PALLIATIVE LS 5,000.0000 5,000.00 1.000 5,000 019 ROADWAY EXCAVATION CY 7.0000 1,015,000.00 145,000.000 1,015,000 020 SHOULDER BACKING TON 35.0000 41,650.00 660.490 23,117 021 DITCH EXCAVATION CY 20.0000 15,000.00 937.500 18,750 022 DUFF (SQFT) SQFT 0.0500 7,200.00 143,329.000 7,166 PROGRAM CAS145 PAGE 2 DATE 02/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H6304 TIME 10:38 AM ESTIMATE NO. 015 BID OPENING 06/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 02/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9000 126,900.00 152,770.000 137,493 (FLAP) 024 HYDROMULCH SQFT 0.0500 14,200.00 355,000.000 17,750 025 HYDROMULCH (FRM) SQFT 0.1500 18,300.00 166,363.000 24,954 026 FIBER ROLLS LF 3.0000 4,200.00 1,399.000 4,197 027 HYDROSEED SQFT 0.1500 43,800.00 365,000.000 54,750 028 HYDROSEED (HBGM) SQFT 0.3000 36,600.00 166,363.000 49,908 029 COMPOST (CY) CY 22.0000 38,720.00 1,757.000 38,654 030 SOIL TESTING EA 200.0000 1,800.00 9.000 1,800 031 INCORPORATE MATERIALS SQFT 0.0500 7,200.00 143,329.000 7,166 032 PERMANENT EROSION CONTROL ESTABLISHMENT LS 35,000.0000 35,000.00 1.000 35,000 WORK 033 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000 034 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 315,500.00 6,310.000 315,500 035 HOT MIX ASPHALT (TYPE A) TON 105.0000 582,750.00 5,070.190 532,369 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.6500 5,256.00 1,431.000 5,223 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 401.50 110.000 401 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 244.55 61.000 222 039 PLACE HOT MIX ASPHALT SQYD 75.0000 3,600.00 48.000 3,600 (MISCELLANEOUS AREA) 040 TACK COAT TON 800.0000 3,920.00 5.250 4,200 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 15,460.00 7,724.000 15,448 042 STRUCTURAL CONCRETE, HEADWALL CY 3,885.0000 50,505.00 13.000 50,505 043 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,900.0000 30,400.00 15.200 28,880 (F) 044 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 2,250.00 1.500 2,250 045 18" ALTERNATIVE PIPE CULVERT LF 123.0000 8,856.00 71.700 8,819 046 24" ALTERNATIVE PIPE CULVERT LF 174.0000 34,800.00 185.800 32,329 047 36" ALTERNATIVE PIPE CULVERT LF 119.0000 72,590.00 610.500 72,649 048 18" CORRUGATED STEEL PIPE (.109" THICK) LF 120.0000 15,600.00 111.800 13,416 049 24" CORRUGATED STEEL PIPE (.109" THICK) LF 147.0000 12,054.00 82.000 12,054 PROGRAM CAS145 PAGE 3 DATE 02/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H6304 TIME 10:38 AM ESTIMATE NO. 015 BID OPENING 06/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 02/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" CORRUGATED STEEL PIPE (.168" THICK) LF 205.0000 34,850.00 166.000 34,030 051 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 14,000.00 198.300 13,881 (.109" THICK) 052 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 83.0000 2,075.00 25.000 2,075 (.109" THICK) 053 18" ANCHOR ASSEMBLY EA 670.0000 12,060.00 17.000 11,390 054 24" ANCHOR ASSEMBLY EA 680.0000 2,040.00 3.000 2,040 055 36" CORRUGATED STEEL PIPE INLET LF 625.0000 18,125.00 28.600 17,875 (.168" THICK) 056 18" ALTERNATIVE FLARED END SECTION EA 725.0000 2,900.00 4.000 2,900 057 ABANDON CULVERT (LF) LF 35.0000 9,800.00 278.300 9,740 058 REMOVE CULVERT (LF) LF 35.0000 7,700.00 218.800 7,658 059 REMOVE DOWNDRAIN (EA) EA 1,000.0000 2,000.00 2.000 2,000 060 REMOVE INLET EA 500.0000 500.00 1.000 500 061 SAND BACKFILL CY 235.0000 2,820.00 21.000 4,935 062 ROCK SLOPE PROTECTION CY 250.0000 6,250.00 31.250 7,812 (3T, CLASS X, METHOD A) 063 ROCK SLOPE PROTECTION CY 250.0000 37,500.00 142.600 35,650 (1/4 T, CLASS V, METHOD B) (CY) 064 ROCK SLOPE PROTECTION CY 400.0000 20,800.00 45.600 18,240 (60 LB, CLASS II, METHOD B) (CY) 065 ROCK SLOPE PROTECTION CY 200.0000 60,000.00 298.400 59,680 (20 LB, CLASS I, METHOD B) (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 5,800.00 1,437.600 5,750 067 MINOR CONCRETE (MISCELLANEOUS CY 2,000.0000 6,600.00 3.300 6,600 CONSTRUCTION) 068 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,000.00 3,444.000 6,888 069 OBLITERATE SURFACING SQYD 2.0000 14,740.00 7,361.000 14,722 070 DELINEATOR (CLASS 2) EA 60.0000 8,400.00 140.000 8,400 071 MILEPOST MARKER EA 65.0000 390.00 6.000 390 072 MARKER (CULVERT) EA 60.0000 1,200.00 20.000 1,200 073 OBJECT MARKER (TYPE L-1) EA 65.0000 650.00 10.000 650 074 REMOVE MARKER EA 20.0000 80.00 4.000 80 075 REMOVE ROADSIDE SIGN EA 100.0000 700.00 7.000 700 076 ROADSIDE SIGN - ONE POST EA 350.0000 350.00 1.000 350 PROGRAM CAS145 PAGE 4 DATE 02/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H6304 TIME 10:38 AM ESTIMATE NO. 015 BID OPENING 06/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 02/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 350.00 14.000 350 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 70.00 14.000 70 079 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.5000 90,475.00 3,386.000 93,115 080 CABLE RAILING LF 80.0000 2,080.00 26.000 2,080 081 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 6.000 4,800 082 END ANCHOR ASSEMBLY (TYPE B) LF 45.0000 23,400.00 751.750 33,828 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 9,900.00 3.000 9,900 084 REMOVE GUARDRAIL LF 3.5000 4,585.00 1,289.000 4,511 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 21,900.00 14,600.000 21,900 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 9.0000 360.00 40.000 360 087 THERMOPLASTIC PAVEMENT MARKING SQFT 50.0000 300.00 6.000 300 PROGRAM CAS145 PAGE 5 DATE 02/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H6304 TIME 10:38 AM ESTIMATE NO. 015 BID OPENING 06/05/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 02/11/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,365,346.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 306,513.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 3,671,859.91 088 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 3,502,142.55 TOTAL WORK COMPLETED 0.00 3,771,859.91 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 11,000.00 0.00 TOTAL 11,000.00 3,771,859.91 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 07/03/18 70 08/07/18 08/07/18 10/09/19 52 3 0 0 100% 100% YOLTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/11/20