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 09/25/17 EST. NO. 001 TIME 09:46 AM R.E. NAME: DE ANDA, ANTHONY 05-1H4004 --------------------------------------------------------------------------- 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 09/25/17 EST. NO. 001 TIME 09:46 AM R.E. NAME: DE ANDA, ANTHONY 05-1H4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H4004 TIME 09:46 AM ESTIMATE NO. 001 BID OPENING 04/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 09/25/17 LOCATION PROGRESS ESTIMATE 05-SLO-101-46.0/50.7 ----------------- PAPICH CONSTRUCTION CO., INC. IN SAN LUIS OBISPO COUNTY IN 800 FARROLL ROAD ATASCADERO AND TEMPLETON FROM GROVER BEACH CA 93433 TRAFFIC WAY UNDERCROSSING TO VINEYARD DRIVE OVERCROSSING FED. AID NO. ACNH-Q101(317)E RESURFACE ROADBED WITH RHMA-O ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 0.750 3,150.00 0.750 3,150 002 CONSTRUCTION AREA SIGNS LS 11,325.0000 11,325.00 0.600 6,795.00 0.600 6,795 003 TRAFFIC CONTROL SYSTEM LS 302,385.0000 302,385.00 0.310 93,739.35 0.310 93,739 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,960.0000 13,960.00 0.310 4,327.60 0.310 4,327 005 JOB SITE MANAGEMENT LS 6,475.0000 6,475.00 0.310 2,007.25 0.310 2,007 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 4,250.0000 4,250.00 0.750 3,187.50 0.750 3,187 007 TEMPORARY CONCRETE WASHOUT LS 1,735.0000 1,735.00 0.000 0 008 TREATED WOOD WASTE LB 0.2100 1,629.60 0.000 0 009 SHOULDER BACKING TON 65.9000 50,084.00 0.000 0 010 IMPORTED BORROW (CY) CY 64.0000 320.00 0.000 0 011 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,360.0000 2,040.00 0.000 0 012 PREPAVING INERTIAL PROFILER LS 5,600.0000 5,600.00 0.750 4,200.00 0.750 4,200 013 PREPAVING GRINDING DAY EA 8,955.0000 44,775.00 7.000 62,685.00 7.000 62,685 014 REPLACE ASPHALT CONCRETE SURFACING CY 460.0000 2,714.00 0.000 0 015 HOT MIX ASPHALT (TYPE A) TON 164.8500 497,847.00 0.000 0 016 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 110.4200 1,722,552.00 0.000 0 (OPEN GRADED FRICTION COURSE) 017 DATA CORE LS 5,000.0000 5,000.00 0.000 0 018 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 25.8500 3,877.50 0.000 0 019 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.8500 1,628.55 0.000 0 020 PLACE HOT MIX ASPHALT SQYD 58.0000 1,102.00 0.000 0 (MISCELLANEOUS AREA) 021 TACK COAT TON 200.0000 17,200.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 1,330.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H4004 TIME 09:46 AM ESTIMATE NO. 001 BID OPENING 04/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0100 68,541.00 4,500.000 9,045.00 4,500.000 9,045 024 DETECTABLE WARNING SURFACE SQFT 38.0000 2,280.00 40.000 1,520.00 40.000 1,520 025 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,960.0000 21,560.00 8.000 15,680.00 8.000 15,680 CURB RAMP) 026 REMOVE CONCRETE CY 484.0000 7,260.00 14.360 6,950.24 14.360 6,950 (CURB, GUTTER, AND SIDEWALK) (CY) 027 PRE/POST CONSTRUCTION SURVEYS EA 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 028 REMOVE PAVEMENT MARKER EA 1.0000 6,840.00 0.000 0 029 GUARD RAILING DELINEATOR EA 18.8700 283.05 0.000 0 030 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,075.00 0.000 0 031 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 5,580.00 0.000 0 032 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 38.7700 15,508.00 0.000 0 033 END ANCHOR ASSEMBLY (TYPE SFT) EA 730.9700 2,192.91 0.000 0 034 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,482.4000 2,482.40 0.000 0 035 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,544.5000 2,544.50 0.000 0 036 REMOVE GUARDRAIL LF 13.2600 7,293.00 0.000 0 037 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 39,270.00 0.000 0 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 5,375.50 0.000 0 039 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,400.00 0.000 0 040 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 12,150.00 0.000 0 (BROKEN 36-12) 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 390.00 0.000 0 (BROKEN 17-7) 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 40,800.00 0.000 0 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.7500 2,100.00 0.000 0 044 12" RUMBLE STRIP STA 46.0000 37,260.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,075.0000 1,075.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 046 MODIFYING EXISTING ELECTRICAL SYSTEM LS 13,400.0000 13,400.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H4004 TIME 09:46 AM ESTIMATE NO. 001 BID OPENING 04/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 215,036.94 215,036.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 215,036.94 215,036.94 047 MOBILIZATION LS 185,000.0000 185,000.00 0.500 92,500.00 0.500 92,500 ORIGINAL CONTRACT AMOUNT 3,199,190.01 TOTAL WORK COMPLETED 307,536.94 307,536.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 307,536.94 307,536.94 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 05/30/17 70 08/14/17 08/14/17 12/05/17 20 7 0 0 9% 29% PROGRESS IS SATISFACTORY DE ANDA, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17