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 12/14/11 EST. NO.12 TIME 02:05 PM R.E. NAME: PAWAN K GARG 10-0H3204 --------------------------------------------------------------------------- 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 0001 321.77 E.W. @ F.A.(+) 092710 N 0001 0 0002 1,199.29 052411 N 0002 0 1,521.06 TOTAL THIS ESTIMATE 71,369.46 TOTAL PREVIOUS ESTIMATE 72,890.52 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 12/14/11 EST. NO.12 TIME 02:05 PM R.E. NAME: PAWAN K GARG 10-0H3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ,ISSING CEM-4401 -5,000.00 09 CERITIFCATE OD COMPL -5,000.00 10 NO ELECT CPM -5,000.00 10 CERIFICATE COMPLIAN 5,000.00 11 REC'ED CEM-4401 5,000.00 11 CPM 3,000.00 12 3,000.00 -2,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 05 REC'ED PAYROLLS 1,000.00 06 MISSING PAYROLLS -1,000.00 09 REC'ED PAYROLLS 1,000.00 11 0.00 0.00 LIQUIDATED DAMAGES 6 DAYS @$6000/D -18,000.00 09 RETURN LIQ 9,000.00 11 0.00 -9,000.00 TOTAL DEDUCTIONS 3,000.00 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0H3204 TIME 02:05 PM ESTIMATE NO. 12 BID OPENING 11/04/09 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: PAWAN K GARG DATE OF THIS ESTIMATE 12/14/11 LOCATION SEMI-FINAL ESTIMATE 10-TUO-108-5.7/6.2 ------------------- GEORGE REED INC. IN TUOLUMNE COUNTY NEAR SONORA P.O. BOX 548 FROM 0.3 KM WEST OF VIA ESTE ROAD SONORA CA 95370 TO 0.4 KM EAST OF VIA ESTE ROAD P.O.BOX 548 SONORA CA 95370 FED. AID NO. HSST-P108(48)E ,P-P108(48)E WIDEN HIGHWAY WITH 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 250.00 0.000 0.00 002 TEMPORARY FENCE (TYPE ESA) M 11.5000 2,990.00 269.000 3,093.50 003 CONSTRUCTION SITE MANAGEMENT LS 1,040.0000 1,040.00 1.000 1,040.00 004 PREPARE STORM WATER POLLUTION LS 520.0000 520.00 1.000 520.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL M 18.0000 7,380.00 30.000 540.00 006 TEMPORARY SILT FENCE M 9.4000 5,734.00 0.000 0.00 007 STREET SWEEPING LS 9,900.0000 9,900.00 1.000 9,900.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 520.0000 520.00 1.000 520.00 009 CONSTRUCTION AREA SIGNS LS 5,200.0000 5,200.00 1.000 5,200.00 010 TRAFFIC CONTROL SYSTEM LS 43,000.0000 43,000.00 1.000 43,000.00 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.9000 14,007.00 0.000 0.00 012 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 598.00 23.000 598.00 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 1,500.0000 1,500.00 1.000 1,500.00 014 TEMPORARY RAILING (TYPE K) M 55.5000 33,300.00 591.000 32,800.50 015 TEMPORARY CRASH CUSHION MODULE EA 49.0000 4,116.00 84.000 4,116.00 016 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 3,645.00 1,350.000 3,645.00 STRIPE 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24.00 8.000 24.00 018 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 459.00 11.700 315.90 019 REMOVE ROADSIDE SIGN EA 52.0000 104.00 2.000 104.00 020 REMOVE CULVERT M 45.0000 2,205.00 49.000 2,205.00 021 REMOVE DOWNDRAIN M 93.0000 837.00 0.000 0.00 022 RESET MILEPOST MARKER EA 16.0000 16.00 1.000 16.00 PROGRAM CAS145 PAGE 2 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0H3204 TIME 02:05 PM ESTIMATE NO. 12 BID OPENING 11/04/09 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: PAWAN K GARG DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 RELOCATE MAILBOX EA 260.0000 2,600.00 10.000 2,600.00 024 RELOCATE ROADSIDE SIGN EA 183.0000 1,281.00 5.000 915.00 025 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.4000 2,820.00 300.000 2,820.00 026 CLEARING AND GRUBBING LS 6,700.0000 6,700.00 1.000 6,700.00 027 ROADWAY EXCAVATION M3 37.0000 58,460.00 1,580.000 58,460.00 028 LEAD COMPLIANCE PLAN LS 3,700.0000 3,700.00 1.000 3,700.00 029 DITCH EXCAVATION M3 91.0000 4,095.00 45.000 4,095.00 030 DUFF HA 12,500.0000 3,750.00 0.300 3,750.00 031 EROSION CONTROL (TYPE D) HA 16,000.0000 4,800.00 0.300 4,800.00 032 CLASS 2 AGGREGATE BASE M3 52.0000 44,200.00 811.350 42,190.20 033 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 900.0000 4,500.00 0.000 0.00 034 HOT MIX ASPHALT (TYPE B) TONN 90.0000 134,100.00 1,155.790 104,021.10 035 PLACE HOT MIX ASPHALT M2 4.0000 1,720.00 375.000 1,500.00 (MISCELLANEOUS AREA) 036 TACK COAT TONN 1.0000 8.00 0.550 0.55 037 MINOR CONCRETE (MINOR STRUCTURE) M3 555.0000 9,990.00 25.710 14,269.05 (F) 038 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 432.00 3.600 432.00 (1.6 MM-UNFRAMED) 039 ROADSIDE SIGN - ONE POST EA 313.0000 1,252.00 4.000 1,252.00 040 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 157.0000 157.00 1.000 157.00 METHOD) 041 450 MM REINFORCED CONCRETE PIPE M 835.0000 21,710.00 29.900 24,966.50 042 600 MM REINFORCED CONCRETE PIPE M 900.0000 36,900.00 41.000 36,900.00 043 450 MM CORRUGATED STEEL PIPE M 240.0000 2,640.00 35.100 8,424.00 (2.77 MM THICK) 044 900 MM CORRUGATED STEEL PIPE INLET M 1,390.0000 1,946.00 1.400 1,946.00 (2.77 MM THICK) 045 450 MM CORRUGATED STEEL PIPE TEE ENERGY M 2,500.0000 3,500.00 1.000 2,500.00 DISSIPATOR (2.77 MM THICK) 046 600 MM CONCRETE FLARED END SECTION EA 470.0000 470.00 0.000 0.00 047 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 7,200.00 0.000 0.00 048 MINOR CONCRETE (BACKFILL) M3 125.0000 1,750.00 14.000 1,750.00 049 ROCK SLOPE PROTECTION M3 97.0000 4,656.00 34.200 3,317.40 (FACING, METHOD B) PROGRAM CAS145 PAGE 3 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0H3204 TIME 02:05 PM ESTIMATE NO. 12 BID OPENING 11/04/09 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: PAWAN K GARG DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE (DITCH LINING) M3 1,220.0000 21,960.00 21.600 26,352.00 051 ROCK SLOPE PROTECTION FABRIC M2 1.7000 306.00 131.100 222.87 052 MINOR CONCRETE (GUTTER DEPRESSION) M3 630.0000 7,560.00 0.000 0.00 053 STEEL COVER EA 3,780.0000 3,780.00 1.000 3,780.00 054 INLET GRATE EA 630.0000 3,780.00 9.000 5,670.00 055 DELINEATOR (CLASS 1) EA 40.0000 200.00 5.000 200.00 056 MARKER (CULVERT) EA 52.0000 468.00 9.000 468.00 057 OBJECT MARKER (TYPE L) EA 52.0000 52.00 1.000 52.00 058 THERMOPLASTIC TRAFFIC STRIPE M 1.3000 1,261.00 970.000 1,261.00 (SPRAYABLE) 059 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,224.00 2,896.000 4,633.60 060 PAINT PAVEMENT MARKING (2-COAT) M2 42.0000 1,554.00 37.000 1,554.00 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 520.0000 520.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 062 HIGHWAY LIGHTING LS 14,900.0000 14,900.00 1.000 14,900.00 PROGRAM CAS145 PAGE 4 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0H3204 TIME 02:05 PM ESTIMATE NO. 12 BID OPENING 11/04/09 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: PAWAN K GARG DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 499,697.17 ADJUSTMENT OF COMPENSATION 0.00 1,846.13 EXTRA WORK 1,521.06 71,044.39 SUBTOTAL AMOUNT EARNED 1,521.06 572,587.69 ORIGINAL CONTRACT AMOUNT 561,247.00 TOTAL WORK COMPLETED 1,521.06 572,587.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -11,000.00 TOTAL 4,521.06 561,587.69 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 12/14/09 45 09/07/10 09/07/10 06/27/11 83 116 8 26 100% 100% PAWAN K GARG RESIDENT ENGINEER PROGRAM CAS145 DATE 12/14/11