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 01/17/12 EST. NO.19 TIME 09:20 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0002 20,000.00 E.W. @ L.S.(+) 011112 N 0112 0 014 0002 18,974.32 E.W. @ L.S.(+) 011112 N 0112 0 38,974.32 TOTAL THIS ESTIMATE 148,754.04 TOTAL PREVIOUS ESTIMATE 187,728.36 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 01/17/12 EST. NO.19 TIME 09:20 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS COC S -50,000.00 05 MISS WPCP INSPECTION -10,000.00 06 FAILED TACK -2,000.00 07 RECD CERT OF COMP 37,600.00 07 RECD WPCP REVIEWS 10,000.00 07 FAILED EMULSION -50.00 08 MISS CEM 4401 -10,000.00 08 MISS COC'S RELEASE 12,400.00 08 RECD CEM 4401 10,000.00 12 MISS CEM 4401 -2,000.00 14 MISS CEM 2402F -2,000.00 14 RECD CEM 4401 2,000.00 16 RECD CEM 2402F 2,000.00 16 0.00 -2,050.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 03 MISS PYRL -5,000.00 05 MISS PYRL -5,000.00 08 RECD PYRL #8,3 & 5 15,000.00 10 MISS PYRL -1,000.00 14 RECD PYRL 1,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,050.00 PROGRAM CAS145 PAGE 1 DATE 01/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 09:20 AM ESTIMATE NO. 19 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 01/17/12 LOCATION FINAL ESTIMATE 06-FRE-168-58.6/65.8 -------------- C C MYERS INC. IN FRESNO COUNTY ON ROUTE 168 NEAR P.O. BOX 2948 HUNTINGTON LAKE AT VARIOUS RANCHO CORDOVA, CA 9574-2948 LOCATIONS FED. AID NO. ACST-P168(52)E ,P-P168(52)E REPLACE METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.900 450.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 2.000 500.00 003 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,300.00 848.000 5,936.00 004 PUBLIC SAFETY PLAN LS 250.0000 250.00 1.000 250.00 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 006 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 1.000 500.00 PROGRAM 007 TEMPORARY GRAVEL BAG BERM LF 35.0000 6,300.00 52.500 1,837.50 008 STREET SWEEPING LS 3,000.0000 3,000.00 1.000 3,000.00 009 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,750.0000 1,750.00 1.000 1,750.00 010 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500.00 011 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.2500 11,537.50 2,770.000 9,002.50 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.2500 687.50 99.000 618.75 014 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 4,410.00 91.000 4,095.00 015 TEMPORARY SIGNAL SYSTEM LS 215,000.0000 215,000.00 1.000 215,000.00 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,500.0000 10,500.00 1.000 10,500.00 017 TEMPORARY RAILING (TYPE K) LF 20.0000 49,200.00 2,380.000 47,600.00 018 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 132.000 16,500.00 019 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,050.00 1,916.000 1,916.00 020 REMOVE PAVEMENT MARKER EA 1.0000 180.00 0.000 0.00 021 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 2,100.00 849.000 1,698.00 022 REMOVE OVERSIDE DRAIN EA 50.0000 150.00 4.000 200.00 PROGRAM CAS145 PAGE 2 DATE 01/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 09:20 AM ESTIMATE NO. 19 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 01/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.5000 14,832.00 9,888.000 14,832.00 024 REMOVE CONCRETE DECK SURFACE SQFT 6.2500 5,625.00 900.000 5,625.00 025 SALVAGE METAL BEAM GUARD RAILING LF 7.0000 5,460.00 775.000 5,425.00 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 4,950.00 346.400 5,196.00 027 REMOVE UNSOUND CONCRETE CF 155.0000 1,550.00 10.000 1,550.00 028 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 15,729.70 13,678.000 15,729.70 029 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000.00 030 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 031 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 0.750 41,250.00 032 LEAD COMPLIANCE PLAN LS 730.0000 730.00 1.000 730.00 033 AGGREGATE BASE (APPROACH SLAB) CY 920.0000 3,680.00 4.000 3,680.00 034 HOT MIX ASPHALT (TYPE A) TON 310.0000 18,290.00 105.480 32,698.80 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0000 1,300.00 190.000 2,470.00 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 4,590.00 260.000 2,340.00 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,560.00 327.000 2,616.00 038 PLACE HOT MIX ASPHALT SQYD 54.0000 378.00 4.000 216.00 (MISCELLANEOUS AREA) 039 RAPID STRENGTH LATEX MODIFIED CY 990.0000 145,530.00 148.200 146,718.00 (F) CONCRETE 040 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 51,250.00 41.000 51,250.00 (TYPE R) 041 PAVING NOTCH EXTENSION CF 145.0000 13,340.00 92.000 13,340.00 042 DRILL AND BOND DOWEL (EPOXY COATED) LF 25.0000 39,750.00 1,590.000 39,750.00 043 CLEAN EXPANSION JOINT LF 15.0000 915.00 61.000 915.00 044 RAPID SETTING CONCRETE (PATCH) CF 35.0000 350.00 10.000 350.00 045 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 28,350.00 467.100 35,032.50 046 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 15,160.00 4,738.000 18,952.00 (F) 047 JOINT SEAL (MR 1/2") LF 15.0000 1,815.00 121.000 1,815.00 048 JOINT SEAL (MR 1") LF 35.0000 2,205.00 63.000 2,205.00 049 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1000 30,635.00 27,850.000 30,635.00 (F) (BRIDGE) PROGRAM CAS145 PAGE 3 DATE 01/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 09:20 AM ESTIMATE NO. 19 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 01/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 FLUME DOWNDRAIN LF 30.0000 2,880.00 91.000 2,730.00 051 TAPERED INLET EA 185.0000 1,850.00 5.000 925.00 052 FLUME ANCHOR ASSEMBLY EA 190.0000 1,900.00 24.000 4,560.00 053 ROCK SLOPE PROTECTION CY 1,205.0000 19,280.00 16.000 19,280.00 (FACING, METHOD B) 054 ROCK SLOPE PROTECTION CY 195.0000 1,170.00 5.000 975.00 (BACKING NO. 2, METHOD B) 055 ROCK SLOPE PROTECTION CY 195.0000 780.00 3.900 760.50 (BACKING NO. 3, METHOD B) 056 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 712.50 96.400 723.00 057 OBJECT MARKER (TYPE L) EA 35.0000 280.00 8.000 280.00 058 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 8,580.00 325.000 8,450.00 059 TRANSITION RAILING (TYPE WB) EA 2,800.0000 44,800.00 8.000 22,400.00 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 7.000 16,100.00 061 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 200.0000 218,400.00 1,092.000 218,400.00 (F) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,383.50 7,957.000 4,376.35 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 2,090.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 09:20 AM ESTIMATE NO. 19 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 01/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,208,134.60 ADJUSTMENT OF COMPENSATION 0.00 16,028.46 EXTRA WORK 38,974.32 171,699.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,974.32 1,395,862.96 064 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000.00 ORIGINAL CONTRACT AMOUNT 1,363,345.70 TOTAL WORK COMPLETED 38,974.32 1,525,862.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,050.00 TOTAL 38,974.32 1,523,812.96 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 03/25/10 115 04/12/10 04/12/10 06/27/11 117 188 11 0 100% 100% MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 01/17/12