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 03/25/19 EST. NO. 019 TIME 01:08 PM R.E. NAME: BENNER, HENRY 02-4G03U4 --------------------------------------------------------------------------- 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 03/25/19 EST. NO. 019 TIME 01:08 PM R.E. NAME: BENNER, HENRY 02-4G03U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 4/17 -1,000.00 003 RTN DEDUCT 4/17 1,000.00 004 PER LTR DATED 7/17 -1,000.00 006 RTN DEDUCT 7/17 1,000.00 007 PER LTR DATED 10/17 -10,000.00 009 PER LTR DATED 11/17 -2,000.00 010 RTN DEDUCT 10/17 10,000.00 010 PER LTR DATED 12/17 -5,000.00 011 RTN DEDUCT 11/17 2,000.00 011 RTN DED PER LTR 1/18 5,000.00 012 PER LTR DATED 9/18 -3,000.00 016 RTN DEDUCT 9/18 3,000.00 017 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G03U4 TIME 01:08 PM ESTIMATE NO. 019 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 03/25/19 LOCATION PROGRESS ESTIMATE 02-TEH-36-75.1/78.4 ----------------- TULLIS, INC. IN TEHAMA COUNTY NEAR MINERAL FROM 16951 CLEAR CREEK ROAD LITTLE GIANT MILL ROAD TO 0.7 MILE REDDING CA 960019604 WEST OF DIAMOND ROAD FED. AID NO. ACHS-STP0-3(610)2E CURVE IMPROVEMENT AND INSTALL MBGR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 1.000 3,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 100.0000 15,000.00 121.000 12,100 004 CONSTRUCTION AREA SIGNS LS 2,600.0000 2,600.00 1.000 2,600 005 TRAFFIC CONTROL SYSTEM LS 323,000.0000 323,000.00 1.000 323,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 007 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 5,500.00 3.000 1,500 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,500.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 012 TEMPORARY HYDRAULIC MULCH SQYD 0.8100 21,870.00 0.000 0 (BONDED FIBER MATRIX) 013 TEMPORARY CHECK DAM LF 3.0000 3,000.00 996.000 2,988 014 TEMPORARY DRAINAGE INLET PROTECTION EA 75.0000 2,250.00 27.000 2,025 015 TEMPORARY FIBER ROLL LF 2.0000 25,200.00 770.000 1,540 016 TEMPORARY GRAVEL BAG BERM LF 5.0000 1,250.00 0.000 0 017 TEMPORARY SILT FENCE LF 4.5000 4,500.00 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 750.0000 750.00 0.000 0 019 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 020 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 021 TEMPORARY FENCE (TYPE ESA) LF 4.0000 1,640.00 358.000 1,432 022 TREATED WOOD WASTE LB 0.2500 2,300.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G03U4 TIME 01:08 PM ESTIMATE NO. 019 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 18.0000 10,620.00 493.000 8,874 024 REMOVE RETAINING WALL (CAN WALL) LF 10.0000 2,200.00 204.000 2,040 025 REMOVE MARKER EA 5.0000 335.00 67.000 335 026 REMOVE GUARDRAIL LF 7.0000 6,090.00 1,237.000 8,659 027 REMOVE ROADSIDE SIGN EA 50.0000 2,350.00 47.000 2,350 028 REMOVE CULVERT (LF) LF 15.0000 9,300.00 1,042.000 15,630 029 REMOVE INLET EA 500.0000 5,500.00 20.000 10,000 030 REMOVE HEADWALL EA 750.0000 4,500.00 26.000 19,500 031 REMOVE DELINEATOR EA 5.0000 275.00 55.000 275 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 3,280.00 617.100 4,936 033 SAND BACKFILL CY 200.0000 8,600.00 38.040 7,608 034 CLEARING AND GRUBBING (LS) LS 495,000.0000 495,000.00 1.000 495,000 035 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 036 DUST SUPPRESSANT SQYD 0.2500 10,625.00 0.000 0 037 ROADWAY EXCAVATION CY 18.5000 2,997,000.00 205,845.000 3,808,132 038 SHOULDER BACKING TON 36.0000 48,240.00 1,598.000 57,528 039 DITCH EXCAVATION CY 80.0000 3,760.00 47.000 3,760 040 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 10.0000 11,900.00 1,994.500 19,945 CLASS B1 041 WOOD MULCH CY 30.0000 75,600.00 2,405.000 72,150 042 2" GATE VALVE EA 500.0000 1,000.00 2.000 1,000 043 2" PLASTIC PIPE (CLASS 315) LF 13.0000 51,090.00 4,242.000 55,146 (F) (SUPPLY LINE) 044 2" DUCTILE IRON PIPE LF 150.0000 900.00 6.000 900 045 AIR RELEASE VALVE EA 750.0000 1,500.00 3.000 2,250 046 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1800 194,400.00 939,631.330 169,133 (SQFT) 047 PERMANENT EROSION CONTROL ESTABLISHMENT LS 8,000.0000 8,000.00 1.000 8,000 WORK 048 FINISHING ROADWAY LS 15,000.0000 15,000.00 1.000 15,000 049 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 553,500.00 14,577.400 655,983 PROGRAM CAS145 PAGE 3 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G03U4 TIME 01:08 PM ESTIMATE NO. 019 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 82.0000 1,517,000.00 19,128.570 1,568,542 051 DATA CORE LS 1,000.0000 1,000.00 1.000 1,000 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0400 67.60 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0400 2,173.60 2,024.000 2,104 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0400 5,085.60 5,184.000 5,391 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0400 7,394.40 6,902.000 7,178 056 PLACE HOT MIX ASPHALT SQYD 20.0000 6,000.00 412.000 8,240 (MISCELLANEOUS AREA) 057 TACK COAT TON 1,200.0000 10,800.00 9.000 10,800 058 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 359,210.00 211.300 359,210 (F) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9500 5,050.50 18.000 233.10 426.000 5,516 (0.063"-UNFRAMED) 060 ROADSIDE SIGN - ONE POST EA 269.0000 8,070.00 5.000 1,345.00 36.000 9,684 061 ROADSIDE SIGN - TURNABLE EA 3,400.0000 13,600.00 4.000 13,600 062 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 8.9500 2,237.50 36.000 322.20 286.000 2,559 RETROREFLECTIVE SHEETING (TYPE XI) (0.063"-UNFRAMED) 063 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.9500 1,237.50 36.000 178.20 286.000 1,415 064 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 7,000.00 9.000 2,250 065 18" PLASTIC PIPE LF 90.0000 60,300.00 848.000 76,320 066 24" PLASTIC PIPE LF 85.0000 201,450.00 2,427.300 206,320 067 18" CORRUGATED STEEL PIPE (.109" THICK) LF 90.0000 97,200.00 927.300 83,457 068 24" CORRUGATED STEEL PIPE (.109" THICK) LF 125.0000 73,750.00 580.900 72,612 069 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 51,750.00 1,106.000 49,770 070 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 3,240.00 17.800 2,136 (.109" THICK) 071 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 12,600.00 139.200 9,744 (.109" THICK) 072 24" ANCHOR ASSEMBLY EA 350.0000 3,500.00 8.000 2,800 073 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 6,000.0000 18,000.00 2.000 12,000 074 18" CORRUGATED STEEL PIPE ENERGY EA 950.0000 7,600.00 7.000 6,650 DISSIPATOR (.064" THICK) 075 36" PRECAST CONCRETE PIPE INLET LF 300.0000 3,000.00 9.600 2,880 PROGRAM CAS145 PAGE 4 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G03U4 TIME 01:08 PM ESTIMATE NO. 019 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION (2T, METHOD A) CY 65.0000 76,050.00 1,370.000 89,050 077 ROCK SLOPE PROTECTION CY 100.0000 1,800.00 11.600 1,160 (FACING, METHOD B) (CY) 078 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 112.0000 39,200.00 360.200 40,342 (CY) 079 GABION CY 275.0000 242,000.00 269.500 74,112 080 GEOMEMBRANE SQYD 12.0000 31,920.00 1,244.860 14,938 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 13,460.00 2,179.730 4,359 082 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 8.0000 3,680.00 1,972.330 15,778 083 MISCELLANEOUS IRON AND STEEL LB 1.9000 63,026.80 32,694.000 62,118 (F) 084 DELINEATOR (CLASS 2) EA 36.5000 14,235.00 390.000 14,235 085 MILEPOST MARKER EA 45.0000 630.00 14.000 630 086 MARKER (CULVERT) EA 45.0000 4,275.00 95.000 4,275 087 OBJECT MARKER (TYPE L-1) EA 45.0000 900.00 20.000 900 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.0000 264,000.00 10,762.500 258,300 089 MIDWEST GUARDRAIL SYSTEM (9' STEEL POST) LF 37.0000 52,540.00 1,275.000 47,175 090 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 17,400.00 6.000 17,400 091 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 2,700.00 430.500 4,305 092 THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 20,172.00 50,301.000 20,623 (SPRAYABLE) 093 PAVEMENT MARKER EA 7.5000 10,275.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G03U4 TIME 01:08 PM ESTIMATE NO. 019 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,078.50 9,042,507.51 ADJUSTMENT OF COMPENSATION 0.00 33,010.49 EXTRA WORK 0.00 663,379.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,078.50 9,738,897.86 094 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000 ORIGINAL CONTRACT AMOUNT 8,883,805.50 TOTAL WORK COMPLETED 2,078.50 10,288,897.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,078.50 10,288,897.86 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 12/28/16 350 02/14/17 02/14/17 03/15/19 180 341 24 0 99% 48% PROGRESS IS SATISFACTORY PENDING CCO DAYS *** SUSPENDED ON 11/13/18. BENNER, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/19