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 03/27/18 EST. NO. 001 TIME 12:38 PM R.E. NAME: BERGEVIN, MICHAEL 08-1E0504 --------------------------------------------------------------------------- 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 03/27/18 EST. NO. 001 TIME 12:38 PM R.E. NAME: BERGEVIN, MICHAEL 08-1E0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E0504 TIME 12:38 PM ESTIMATE NO. 001 BID OPENING 09/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: BERGEVIN, MICHAEL DATE OF THIS ESTIMATE 03/27/18 LOCATION PROGRESS ESTIMATE 08-RIV-74-R14.9/ .0 ----------------- SEMA CONSTRUCTION, INC. IN LAKE ELSINORE FROM RICHARD 320 GODDARD WAY SUITE 150 STREET TO 0.2 MI W/O BAKER ST IRVINE CA 92618 FED. AID NO. HSST-GP07-4(64)E LEFT-TURN CHANNELIZATION AT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,715.0000 2,715.00 0.500 1,357.50 0.500 1,357 002 CONSTRUCTION AREA SIGNS LS 18,319.9700 18,319.97 0.800 14,655.98 0.800 14,655 003 TRAFFIC CONTROL SYSTEM LS 35,300.8200 35,300.82 0.300 10,590.25 0.300 10,590 004 TYPE III BARRICADE EA 61.4100 736.92 6.000 368.46 6.000 368 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6100 287.10 0.000 0 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 4,747.00 5,925.000 2,784.75 5,925.000 2,784 007 PORTABLE DELINEATOR EA 20.4700 4,298.70 105.000 2,149.35 105.000 2,149 008 FLASHING BEACON (PORTABLE) EA 1,023.4600 6,140.76 4.000 4,093.84 4.000 4,093 009 TEMPORARY PAVEMENT MARKER EA 3.6600 1,134.60 170.000 622.20 170.000 622 010 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.9600 1,984.00 393.000 1,949.28 393.000 1,949 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,076.1300 9,228.39 2.000 6,152.26 2.000 6,152 012 TEMPORARY RAILING (TYPE K) LF 8.5300 27,040.10 1,600.000 13,648.00 1,600.000 13,648 013 TEMPORARY CRASH CUSHION EA 818.7700 2,456.31 2.000 1,637.54 2.000 1,637 (ALTERNATIVE INLINE BARRIER) 014 JOB SITE MANAGEMENT LS 9,667.1700 9,667.17 0.400 3,866.87 0.400 3,866 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,617.0700 1,617.07 1.000 1,617.07 1.000 1,617 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 5.000 2,500.00 5.000 2,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 86.9900 608.93 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 019 TEMPORARY SOIL BINDER SQYD 0.2900 2,030.00 0.000 0 020 TEMPORARY COVER SQYD 4.1500 4,150.00 0.000 0 021 TEMPORARY FIBER ROLL LF 3.7400 14,212.00 1,075.000 4,020.50 1,075.000 4,020 022 TEMPORARY SILT FENCE LF 8.1200 1,624.00 515.000 4,181.80 515.000 4,181 PROGRAM CAS145 PAGE 2 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E0504 TIME 12:38 PM ESTIMATE NO. 001 BID OPENING 09/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: BERGEVIN, MICHAEL DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 3,156.6000 3,156.60 0.330 1,041.68 0.330 1,041 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7300 2,774.00 1,910.000 1,394.30 1,910.000 1,394 STRIPE (HAZARDOUS WASTE) 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 49,043.3300 49,043.33 0.750 36,782.50 0.750 36,782 026 TEMPORARY HIGH-VISIBILITY FENCE LF 5.6600 9,508.80 840.000 4,754.40 840.000 4,754 027 CLEARING AND GRUBBING (LS) LS 26,319.1900 26,319.19 0.500 13,159.60 0.500 13,159 028 ROADWAY EXCAVATION CY 30.2300 70,133.60 1,100.000 33,253.00 1,100.000 33,253 029 TRANSPLANT TREE EA 2,339.3400 7,018.02 3.000 7,018.02 3.000 7,018 030 MAINTAIN EXISTING PLANTED AREAS LS 7,112.0200 7,112.02 1.000 7,112.02 1.000 7,112 031 PLANT ESTABLISHMENT WORK LS 10,756.7900 10,756.79 0.000 0 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 033 CLASS 2 AGGREGATE BASE (CY) CY 48.2600 62,738.00 649.080 31,324.60 649.080 31,324 034 PREPAVING INERTIAL PROFILER LS 13,432.9400 13,432.94 0.000 0 035 PRIME COAT TON 4,510.3833 2,706.23 0.000 0 036 HOT MIX ASPHALT (TYPE A) TON 98.7800 112,609.20 0.000 0 037 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 197.4700 59,241.00 0.000 0 038 TACK COAT TON 913.4538 1,187.49 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6400 12,355.20 0.000 0 040 21" X 15" CORRUGATED STEEL PIPE ARCH LF 84.2800 7,585.20 0.000 0 (.109" THICK) 041 35" X 24" CORRUGATED STEEL PIPE ARCH LF 303.2700 3,639.24 12.000 3,639.24 12.000 3,639 (.138" THICK) 042 21" X 15" STEEL FLARED END PIPE ARCH EA 557.8000 1,115.60 0.000 0 SECTION 043 35" X 24" STEEL FLARED END PIPE ARCH EA 714.7100 714.71 1.000 714.71 1.000 714 SECTION 044 REMOVE DRAINAGE FACILITY (EA) EA 879.2600 879.26 0.000 0 045 ADJUST UTILITY COVER TO GRADE EA 1,497.5500 5,990.20 0.000 0 046 CULVERT SLURRY-CEMENT BACKFILL CY 153.4600 4,603.80 0.000 0 047 ROCK SLOPE PROTECTION CY 196.1800 3,138.88 0.000 0 (F) (LIGHT, METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.7900 701.10 0.000 0 049 RELOCATE MAILBOX EA 511.7300 511.73 1.000 511.73 1.000 511 PROGRAM CAS145 PAGE 3 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E0504 TIME 12:38 PM ESTIMATE NO. 001 BID OPENING 09/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: BERGEVIN, MICHAEL DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RECONSTRUCT FENCE LF 87.8700 2,372.49 0.000 0 051 REMOVE PAVEMENT MARKER EA 1.0400 218.40 170.000 176.80 170.000 176 052 DELINEATOR (CLASS 2) EA 36.5500 621.35 0.000 0 053 GUARD RAILING DELINEATOR EA 26.8800 1,317.12 0.000 0 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1800 877.80 0.000 0 055 RESET ROADSIDE SIGN (ONE POST) EA 208.8700 626.61 0.000 0 056 RESET ROADSIDE SIGN (TWO POST) EA 731.0500 1,462.10 0.000 0 057 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 32.0500 35,896.00 0.000 0 058 VEGETATION CONTROL (MINOR CONCRETE) SQYD 53.9300 25,347.10 0.000 0 059 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.2800 2,481.12 0.000 0 060 SOFTSTOP TERMINAL SYSTEM EA 3,695.8400 14,783.36 0.000 0 061 THERMOPLASTIC TRAFFIC STRIPE LF 0.8900 10,057.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 062 THERMOPLASTIC PAVEMENT MARKING SQFT 6.1600 2,156.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 063 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 2,080.00 3,940.000 2,048.80 3,940.000 2,048 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 4,998.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E0504 TIME 12:38 PM ESTIMATE NO. 001 BID OPENING 09/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: BERGEVIN, MICHAEL DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 219,127.05 219,127.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 219,127.05 219,127.05 066 MOBILIZATION LS 82,896.1500 82,896.15 0.950 78,751.34 0.950 78,751 ORIGINAL CONTRACT AMOUNT 828,961.57 TOTAL WORK COMPLETED 297,878.39 297,878.39 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 297,878.39 297,878.39 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 11/20/17 310 01/16/18 01/16/18 05/22/18 18 29 0 0 35% 6% PROGRESS IS SATISFACTORY BERGEVIN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/27/18