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 10/27/11 EST. NO.06 TIME 02:22 PM R.E. NAME: LEW, MIKE 05-0N0504 --------------------------------------------------------------------------- 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 10/27/11 EST. NO.06 TIME 02:22 PM R.E. NAME: LEW, MIKE 05-0N0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE -377,777.77 02 LATE CLOSURE 377,777.77 03 MISS CEM-2402F -10,000.00 06 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 06 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0504 TIME 02:22 PM ESTIMATE NO. 06 BID OPENING 06/29/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/11 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/27/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-SLO-101-46.1/50.8 ---------------------------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN INC ATASCADERO AND TEMPLETON P O BOX 2210 PISMO BEACH CA 93448 FED. AID NO. ACNH-Q101(176)E ,ACNH-Q101(176) E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 1.000 250.00 1.000 250.00 002 CONSTRUCTION SITE MANAGEMENT LS 15,800.0000 15,800.00 0.050 790.00 1.000 15,800.00 003 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 0.250 125.00 1.000 500.00 PROGRAM 004 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.050 75.00 1.000 1,500.00 005 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.132 660.00 1.000 5,000.00 006 TRAFFIC CONTROL SYSTEM LS 219,980.0000 219,980.00 0.950 208,981.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,120.00 48.000 1,680.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,700.0000 2,700.00 0.050 135.00 1.000 2,700.00 009 TEMPORARY RAILING (TYPE K) LF 33.0000 8,580.00 740.000 24,420.00 010 TEMPORARY CRASH CUSHION MODULE EA 175.0000 2,450.00 30.000 5,250.00 011 REMOVE ROADSIDE SIGN EA 25.0000 50.00 2.000 50.00 2.000 50.00 012 REMOVE ASPHALT CONCRETE DIKE LF 1.3500 33,345.00 23,265.000 31,407.75 013 REMOVE DOWNDRAIN EA 500.0000 5,000.00 9.000 4,500.00 014 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.8500 13,005.00 6,975.000 5,928.75 015 SALVAGE METAL BEAM GUARD RAILING LF 2.7600 276.00 87.500 241.50 016 RECONSTRUCT THRIE BEAM BARRIER LF 18.8300 41,990.90 2,325.000 43,779.75 017 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 22.1500 22,150.00 1,000.000 22,150.00 018 RECONSTRUCT METAL BEAM GUARD RAILING LF 17.8300 26,388.40 1,650.000 29,419.50 019 ADJUST INLET EA 1,300.0000 16,900.00 5.000 6,500.00 13.000 16,900.00 020 ADJUST METAL BEAM GUARD RAILING LF 25.0000 3,250.00 175.000 4,375.00 021 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7300 139,430.00 165,819.000 121,047.87 022 REMOVE UNSOUND CONCRETE CF 110.0000 2,420.00 0.780 85.80 PROGRAM CAS145 PAGE 2 DATE 10/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0504 TIME 02:22 PM ESTIMATE NO. 06 BID OPENING 06/29/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/11 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEAN BRIDGE DECK SQFT 0.5000 2,140.00 4,293.000 2,146.50 024 SALVAGE TERMINAL SECTION (TYPE C) EA 250.0000 2,000.00 0.000 0.00 025 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 31.3100 69,195.10 39.580 1,239.25 2,605.450 81,576.64 027 CRACK TREATMENT LNMI 1,222.2200 21,999.96 0.000 0.00 028 HOT MIX ASPHALT TON 67.0000 2,284,700.00 33,292.720 2,230,612.24 029 RUMBLE STRIP STA 16.5500 13,405.50 794.410 13,147.49 794.410 13,147.49 030 DATA CORE LS 6,600.0000 6,600.00 0.500 3,300.00 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.8500 5,661.00 175.000 148.75 11,234.000 9,548.90 032 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.8500 280.50 293.000 249.05 033 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8500 15,045.00 13,930.000 11,840.50 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8500 42.50 70.000 59.50 035 PLACE HOT MIX ASPHALT SQYD 98.0000 10,780.00 256.100 25,097.80 333.800 32,712.40 (MISCELLANEOUS AREA) 036 TACK COAT TON 380.0000 41,800.00 87.630 33,299.40 037 REPLACE CONCRETE PAVEMENT CY 360.0000 241,200.00 115.000 41,400.00 658.350 237,006.00 (RAPID STRENGTH CONCRETE) 038 MINOR CONCRETE (MINOR STRUCTURE) CY 2,355.0000 18,840.00 9.100 21,430.50 039 RAPID SETTING CONCRETE (PATCH) CF 110.0000 2,420.00 0.780 85.80 040 TREAT BRIDGE DECK SQFT 1.5000 6,420.00 4,280.000 6,420.00 041 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 124.4900 7,095.93 56.000 6,971.44 (LOW ODOR) 042 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2200 488.80 40.000 488.80 40.000 488.80 (0.080"-UNFRAMED) 043 ROADSIDE SIGN - ONE POST EA 275.0000 550.00 2.000 550.00 2.000 550.00 044 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 21.0000 4,620.00 131.500 2,761.50 045 12" ENTRANCE TAPER EA 634.0000 6,974.00 9.000 5,706.00 046 TRANSITION RAILING (TYPE STB) EA 3,900.0000 15,600.00 4.000 15,600.00 047 TRANSITION RAILING (TYPE WB) EA 3,800.0000 15,200.00 5.000 19,000.00 048 END ANCHOR ASSEMBLY (TYPE SFT) EA 450.0000 1,800.00 4.000 1,800.00 049 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 14,700.00 6.000 12,600.00 PROGRAM CAS145 PAGE 3 DATE 10/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0504 TIME 02:22 PM ESTIMATE NO. 06 BID OPENING 06/29/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/11 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BARRIER (TYPE 60R) LF 495.0000 11,385.00 23.000 11,385.00 051 THERMOPLASTIC PAVEMENT MARKING SQFT 3.8500 10,510.50 1,706.500 6,570.03 052 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 33,200.00 163,468.000 32,693.60 (SPRAYABLE) 053 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 5,062.50 3,642.000 4,552.50 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,520.00 2,754.000 5,508.00 055 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 056 INDUCTIVE LOOP DETECTOR LS 21,500.0000 21,500.00 0.100 2,150.00 1.000 21,500.00 057 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 237,175.0000 237,175.00 0.050 11,858.75 1.000 237,175.00 058 MODIFY SIGNAL LS 990.0000 990.00 1.000 990.00 1.000 990.00 PROGRAM CAS145 PAGE 4 DATE 10/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0504 TIME 02:22 PM ESTIMATE NO. 06 BID OPENING 06/29/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/11 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 108,655.84 3,619,253.71 ADJUSTMENT OF COMPENSATION 0.00 454,580.72 EXTRA WORK 0.00 3,007.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 108,655.84 4,076,841.77 059 MOBILIZATION LS 75,541.1800 75,541.18 1.000 75,541.18 ORIGINAL CONTRACT AMOUNT 3,777,777.77 TOTAL WORK COMPLETED 108,655.84 4,152,382.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 88,655.84 4,132,382.95 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 10/26/10 75 05/02/11 12/20/10 10/14/11 97 109 22 0 100% 100% LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/11