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 06/19/15 EST. NO. 004 TIME 11:57 AM R.E. NAME: DE ANDA, ANTHONY 05-0S7904 --------------------------------------------------------------------------- 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 0003 839.43 E.W. @ F.A.(+) 051415 N 0042.0 0004 695.16 051815 N 0043.0 005 0001 -287,562.45 A.C. @ U.P.(-) 061615 N CT-010 -286,027.86 TOTAL THIS ESTIMATE 421,740.08 TOTAL PREVIOUS ESTIMATE 135,712.22 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 06/19/15 EST. NO. 004 TIME 11:57 AM R.E. NAME: DE ANDA, ANTHONY 05-0S7904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BI29/30 NONCOMPLIANT -16,508.84 003 BI 29/HMA COMPACTION -4,550.00 004 BI 30/NON-COMPLIANT -25,000.00 004 -29,550.00 -46,058.84 TOTAL DEDUCTIONS -29,550.00 -46,058.84 PROGRAM CAS145 PAGE 1 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 11:57 AM ESTIMATE NO. 004 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 06/19/15 LOCATION PROGRESS ESTIMATE 05-SLO-101-R21.6/R23.9 ----------------- CALPORTLAND CONSTRUCTION ON ROUTE 101 BETWEEN SAN LUIS P.O. BOX 1280 OBISPO CREEK BRIDGE NO 49-14 AND SANTA MARIA CA 93456 0.3 MILES SOUTH OF SANTA FE UNDERCROSSING NO. 49-115 FED. AID NO. NHP-Q101(244)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,650.0000 2,650.00 0.750 1,987 002 CONSTRUCTION AREA SIGNS LS 1,900.0000 1,900.00 0.150 285.00 0.750 1,425 003 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.210 47,250.00 0.540 121,500 004 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 2,072.00 33.000 1,221.00 33.000 1,221 005 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,900.0000 11,600.00 3.000 8,700.00 3.000 8,700 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.210 2,100.00 0.540 5,400 007 TEMPORARY RAILING (TYPE K) LF 24.0000 24,960.00 780.000 18,720.00 780.000 18,720 008 JOB SITE MANAGEMENT LS 9,500.0000 9,500.00 0.210 1,995.00 0.540 5,130 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,100.0000 1,100.00 0.750 825 010 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,000.00 15.000 3,000.00 15.000 3,000 011 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.600 2,400.00 0.600 2,400 012 TREATED WOOD WASTE LB 0.2200 7,546.00 0.000 0 013 REMOVE GUARDRAIL LF 3.2200 11,076.80 283.000 911.26 283.000 911 014 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 17,010.00 60,672.000 18,201 015 REMOVE PAVEMENT MARKER EA 1.0000 3,280.00 5,405.000 5,405 016 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 16,800.00 16,659.000 16,659 017 REMOVE OVERSIDE DRAIN EA 460.0000 3,220.00 0.000 0 018 REMOVE PIPE (LF) LF 104.0000 2,080.00 0.000 0 019 REMOVE DOWNDRAIN (EA) EA 270.0000 5,670.00 19.000 5,130 020 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.2500 6,795.00 802.100 1,804.73 1,430.100 3,217 021 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 17.5800 35,335.80 0.000 0 022 ADJUST INLET EA 1,560.0000 23,400.00 16.000 24,960.00 16.000 24,960 PROGRAM CAS145 PAGE 2 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 11:57 AM ESTIMATE NO. 004 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.5000 75,600.00 2,869.650 12,913.43 14,040.650 63,182 024 ROADWAY EXCAVATION CY 385.0000 1,463.00 3.800 1,463.00 3.800 1,463 025 SHOULDER BACKING TON 23.0000 39,330.00 745.800 17,153.40 1,745.800 40,153 026 IMPORTED BORROW (CY) CY 37.0000 52,540.00 1,775.000 65,675.00 1,775.000 65,675 027 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 1.000 2,600 028 PREPAVING GRINDING DAY EA 9,600.0000 28,800.00 1.000 9,600 029 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 112.0000 204,960.00 588.750 65,940.00 1,580.120 176,973 030 RUBBERIZED HOT MIX ASPHALT, TON 107.0000 1,540,800.00 14,729.570 1,576,063 SUPERPAVE (GAP GRADED) 031 SHOULDER RUMBLE STRIP STA 32.0000 14,720.00 451.450 14,446.40 451.450 14,446 (HMA,GROUND-IN INDENTATIONS) 032 DATA CORE LS 5,000.0000 5,000.00 0.750 3,750.00 1.000 5,000 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 7,340.00 1,248.000 1,248.00 7,120.000 7,120 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 220.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 9,650.00 -155.000 -155.00 9,495.000 9,495 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,250.00 0.000 0 037 PLACE HOT MIX ASPHALT SQYD 50.0000 24,500.00 233.260 11,663.00 352.200 17,610 (MISCELLANEOUS AREA) 038 TACK COAT TON 550.0000 15,400.00 2.670 1,468.50 45.630 25,096 039 MINOR CONCRETE CY 2,100.0000 10,500.00 0.000 0 040 18" ALTERNATIVE SLOTTED PIPE LF 187.0000 3,740.00 0.000 0 041 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 26.0000 8,060.00 132.000 3,432 042 12" ENTRANCE TAPER EA 758.0000 15,918.00 20.000 15,160 043 MISCELLANEOUS IRON AND STEEL LB 4.0000 3,320.00 415.000 1,660.00 415.000 1,660 044 DELINEATOR (CLASS 1) EA 45.0000 4,950.00 0.000 0 045 OBJECT MARKER (TYPE L) EA 50.0000 2,100.00 0.000 0 046 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.7800 7,651.60 0.000 0 047 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 29.7800 105,421.20 0.000 0 048 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 36.7800 5,884.80 0.000 0 049 TRANSITION RAILING (TYPE DTB) EA 1,947.0000 1,947.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 11:57 AM ESTIMATE NO. 004 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TRANSITION RAILING (TYPE WB-31) EA 2,547.0000 12,735.00 0.000 0 051 END ANCHOR ASSEMBLY (TYPE SFT) EA 350.0000 1,400.00 0.000 0 052 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 0.000 0 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,240.0000 2,240.00 0.000 0 054 CONCRETE BARRIER(TYPE 60 MODIFIED) LF 392.0000 23,520.00 30.000 11,760.00 30.000 11,760 055 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,480.00 539.000 2,156.00 539.000 2,156 056 THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 13,856.00 86,506.000 13,840.96 86,506.000 13,840 (SPRAYABLE) 057 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,180.00 2,133.000 2,133.00 2,133.000 2,133 058 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 3,015.00 1,338.000 3,010.50 1,338.000 3,010 059 INDUCTIVE LOOP DETECTOR (LS) LS 8,240.0000 8,240.00 0.680 5,603.20 0.880 7,251 PROGRAM CAS145 PAGE 4 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 11:57 AM ESTIMATE NO. 004 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 349,076.38 2,319,676.41 ADJUSTMENT OF COMPENSATION -287,562.45 -287,562.45 EXTRA WORK 1,534.59 423,274.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 63,048.52 2,455,388.63 060 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,899,927.20 TOTAL WORK COMPLETED 63,048.52 2,655,388.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -29,550.00 -46,058.84 TOTAL 33,498.52 2,609,329.79 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 07/08/14 100 07/23/14 07/23/14 09/09/15 49 177 6 0 86% 46% PROGRESS IS SATISFACTORY PENDG DAYS DE ANDA, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/15