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 08/22/12 EST. NO.05 TIME 11:39 AM R.E. NAME: FAZAL, IMRAN 01-476204 --------------------------------------------------------------------------- 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 08/22/12 EST. NO.05 TIME 11:39 AM R.E. NAME: FAZAL, IMRAN 01-476204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP NON-COMPLIANCE -81,563.10 04 WPCP COMPLIANCE RTN 81,563.10 05 81,563.10 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 05 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 71,563.10 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 11:39 AM ESTIMATE NO. 05 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/22/12 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-253-7.2/8.3 ----------------------- MENDOCINO CONSTRUCTION IN MENDOCINO COUNTY ABOUT 8 MILES SERVICES INC EAST OF BOONVILLE FROM 4.1 TO 4.3 P O BOX 1517 MILES EAST OF SODA CREEK BRIDGE WILLITS CA 95490 FED. AID NO. ACST-P43L(900)4E CONSTRUCT TIE BACK WALL, MBGR, HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.5000 2,365.00 350.000 1,925.00 002 CONSTRUCTION SITE MANAGEMENT LS 1,200.0000 1,200.00 0.140 168.00 0.720 864.00 003 PREPARE WATER POLLUTION CONTROL LS 1,800.0000 1,800.00 0.750 1,350.00 PROGRAM 004 TEMPORARY MULCH SQYD 6.0000 4,800.00 0.000 0.00 005 TEMPORARY SILT FENCE LF 6.0000 4,500.00 480.000 2,880.00 006 TEMPORARY GRAVEL BAG BERM LF 6.0000 2,400.00 0.000 0.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,400.0000 4,200.00 3.000 4,200.00 008 TEMPORARY COVER SQYD 4.0000 2,400.00 0.000 0.00 009 TEMPORARY CHECK DAM LF 6.0000 360.00 20.000 120.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 868.0000 2,604.00 3.000 2,604.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,250.0000 1,250.00 0.140 175.00 0.720 900.00 012 CONSTRUCTION AREA SIGNS LS 5,820.0000 5,820.00 0.060 349.20 0.700 4,074.00 013 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 0.140 3,220.00 0.720 16,560.00 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 9.0000 1,350.00 150.000 1,350.00 015 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 1,610.00 65.000 1,495.00 135.000 3,105.00 016 TEMPORARY SIGNAL SYSTEM LS 96,000.0000 96,000.00 0.090 8,640.00 0.670 64,320.00 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,100.0000 4,200.00 1.000 2,100.00 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 1,500.00 150.000 750.00 STRIPE (HAZARDOUS WASTE) 019 ABANDON CULVERT EA 150.0000 300.00 0.000 0.00 020 REMOVE SIGN POST EA 90.0000 540.00 6.000 540.00 021 CLEARING AND GRUBBING LS 7,500.0000 7,500.00 0.140 1,050.00 0.720 5,400.00 022 ROADWAY EXCAVATION CY 21.0000 72,660.00 1,384.000 29,064.00 1,384.000 29,064.00 PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 11:39 AM ESTIMATE NO. 05 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 0.100 440.00 0.600 2,640.00 024 DUST CONTROL PLAN LS 1,900.0000 1,900.00 0.100 190.00 0.600 1,140.00 025 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 70.0000 60,480.00 518.400 36,288.00 (F) 026 24" DRILLED HOLE LF 38.0000 59,280.00 1,560.000 59,280.00 027 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 115.0000 56,005.00 243.500 28,002.50 (F) 028 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 850.0000 68,000.00 80.000 68,000.00 (F) 029 LEAN CONCRETE BACKFILL CY 400.0000 39,200.00 98.000 39,200.00 (F) 030 EROSION CONTROL (COMPOST BLANKET) CY 59.0000 3,953.00 0.000 0.00 031 FIBER ROLLS LF 5.0000 2,000.00 0.000 0.00 032 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,800.0000 2,900.00 0.000 0.00 033 CLASS 2 AGGREGATE BASE CY 85.0000 24,650.00 290.000 24,650.00 034 HOT MIX ASPHALT (TYPE A) TON 138.0000 30,360.00 0.000 0.00 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 228.00 0.000 0.00 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 3,720.00 0.000 0.00 037 PLACE HOT MIX ASPHALT SQYD 22.0000 4,620.00 0.000 0.00 (MISCELLANEOUS AREA) 038 TACK COAT TON 2,800.0000 840.00 0.000 0.00 039 STEEL SOLDIER PILE (HP 14 X 73) LF 82.0000 64,944.00 792.000 64,944.00 040 STEEL SOLDIER PILE (HP 16 X 77) LF 90.0000 56,700.00 630.000 56,700.00 041 STEEL SOLDIER PILE (HP 16 X 89) LF 95.0000 29,165.00 307.000 29,165.00 042 TIEBACK ANCHOR EA 4,500.0000 220,500.00 44.000 198,000.00 043 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 78,200.00 40.800 34,680.00 92.000 78,200.00 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 27,657.50 8,177.000 9,403.55 24,050.000 27,657.50 (F) 045 TIMBER LAGGING MFBM 3,200.0000 137,600.00 24.000 76,800.00 (F) 046 CLEAN AND PAINT STEEL SOLDIER PILING LS 44,000.0000 44,000.00 0.000 0.00 047 18" ALTERNATIVE PIPE CULVERT LF 67.0000 2,479.00 0.000 0.00 (PERFORATED) 048 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 58.0000 20,300.00 0.000 0.00 049 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 24.0000 1,296.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 11:39 AM ESTIMATE NO. 05 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 54.0000 1,080.00 0.000 0.00 (.109" THICK) 051 8" ENTRANCE TAPER EA 347.0000 347.00 0.000 0.00 052 8" ANCHOR ASSEMBLY EA 94.0000 470.00 0.000 0.00 053 18" ANCHOR ASSEMBLY EA 187.0000 374.00 0.000 0.00 054 8" CORRUGATED STEEL PIPE ENERGY EA 87.0000 87.00 0.000 0.00 DISSIPATOR (.064" THICK) 055 ROCK SLOPE PROTECTION TON 65.0000 715.00 0.000 0.00 (NO. 1, METHOD B) 056 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 120.00 0.000 0.00 057 METAL BEAM GUARD RAILING LF 31.0000 19,220.00 0.000 0.00 058 CABLE RAILING LF 28.0000 10,976.00 0.000 0.00 (F) 059 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 0.000 0.00 060 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 10,000.00 0.000 0.00 061 PAVEMENT MARKER EA 35.0000 2,310.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 11:39 AM ESTIMATE NO. 05 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 88,874.75 932,773.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 37,755.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 88,874.75 970,528.29 062 MOBILIZATION LS 9,000.0000 9,000.00 1.000 9,000.00 ORIGINAL CONTRACT AMOUNT 1,352,435.50 TOTAL WORK COMPLETED 88,874.75 979,528.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 71,563.10 -10,000.00 TOTAL 160,437.85 969,528.29 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 01/18/12 100 05/01/12 03/13/12 09/20/12 78 35 0 0 68% 78% PROGRESS IS SATISFACTORY FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12