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 10/24/12 EST. NO.07 TIME 01:14 PM 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 10/24/12 EST. NO.07 TIME 01:14 PM 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 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 05 RECEIVED FHWA 1391 10,000.00 07 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/12 -10,000.00 07 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 01:14 PM ESTIMATE NO. 07 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 10/18/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/24/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.5000 2,365.00 350.000 1,925 002 CONSTRUCTION SITE MANAGEMENT LS 1,200.0000 1,200.00 0.040 48.00 0.990 1,188 003 PREPARE WATER POLLUTION CONTROL LS 1,800.0000 1,800.00 0.770 1,386 PROGRAM 004 TEMPORARY MULCH SQYD 6.0000 4,800.00 0.000 0 005 TEMPORARY SILT FENCE LF 6.0000 4,500.00 480.000 2,880 006 TEMPORARY GRAVEL BAG BERM LF 6.0000 2,400.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,400.0000 4,200.00 3.000 4,200 008 TEMPORARY COVER SQYD 4.0000 2,400.00 0.000 0 009 TEMPORARY CHECK DAM LF 6.0000 360.00 20.000 120 010 TEMPORARY DRAINAGE INLET PROTECTION EA 868.0000 2,604.00 3.000 2,604 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,250.0000 1,250.00 0.030 37.50 0.980 1,225 012 CONSTRUCTION AREA SIGNS LS 5,820.0000 5,820.00 0.950 5,529 013 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 0.030 690.00 0.980 22,540 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 9.0000 1,350.00 150.000 1,350 015 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 1,610.00 135.000 3,105 016 TEMPORARY SIGNAL SYSTEM LS 96,000.0000 96,000.00 0.020 1,920.00 0.970 93,120 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,100.0000 4,200.00 1.000 2,100 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 1,500.00 150.000 750 STRIPE (HAZARDOUS WASTE) 019 ABANDON CULVERT EA 150.0000 300.00 2.000 300.00 2.000 300 020 REMOVE SIGN POST EA 90.0000 540.00 6.000 540 021 CLEARING AND GRUBBING LS 7,500.0000 7,500.00 0.050 375.00 1.000 7,500 022 ROADWAY EXCAVATION CY 21.0000 72,660.00 2,076.000 43,596.00 3,460.000 72,660 PROGRAM CAS145 PAGE 2 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 01:14 PM ESTIMATE NO. 07 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 10/18/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 0.950 4,180 024 DUST CONTROL PLAN LS 1,900.0000 1,900.00 0.950 1,805 025 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 70.0000 60,480.00 345.600 24,192.00 864.000 60,480 (F) 026 24" DRILLED HOLE LF 38.0000 59,280.00 1,560.000 59,280 027 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 115.0000 56,005.00 243.500 28,002.50 487.000 56,005 (F) 028 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 850.0000 68,000.00 80.000 68,000 (F) 029 LEAN CONCRETE BACKFILL CY 400.0000 39,200.00 98.000 39,200 (F) 030 EROSION CONTROL (COMPOST BLANKET) CY 59.0000 3,953.00 17.000 1,003.00 17.000 1,003 031 FIBER ROLLS LF 5.0000 2,000.00 400.000 2,000.00 400.000 2,000 032 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,800.0000 2,900.00 0.120 696.00 0.120 696 033 CLASS 2 AGGREGATE BASE CY 85.0000 24,650.00 290.000 24,650 034 HOT MIX ASPHALT (TYPE A) TON 138.0000 30,360.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 228.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 3,720.00 0.000 0 037 PLACE HOT MIX ASPHALT SQYD 22.0000 4,620.00 0.000 0 (MISCELLANEOUS AREA) 038 TACK COAT TON 2,800.0000 840.00 0.000 0 039 STEEL SOLDIER PILE (HP 14 X 73) LF 82.0000 64,944.00 792.000 64,944 040 STEEL SOLDIER PILE (HP 16 X 77) LF 90.0000 56,700.00 630.000 56,700 041 STEEL SOLDIER PILE (HP 16 X 89) LF 95.0000 29,165.00 307.000 29,165 042 TIEBACK ANCHOR EA 4,500.0000 220,500.00 8.000 36,000.00 54.000 243,000 043 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 78,200.00 92.000 78,200 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 27,657.50 24,050.000 27,657 (F) 045 TIMBER LAGGING MFBM 3,200.0000 137,600.00 6.000 19,200.00 43.000 137,600 (F) 046 CLEAN AND PAINT STEEL SOLDIER PILING LS 44,000.0000 44,000.00 0.300 13,200.00 1.000 44,000 047 18" ALTERNATIVE PIPE CULVERT LF 67.0000 2,479.00 0.000 0 (PERFORATED) 048 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 58.0000 20,300.00 0.000 0 049 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 24.0000 1,296.00 54.000 1,296.00 54.000 1,296 PROGRAM CAS145 PAGE 3 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 01:14 PM ESTIMATE NO. 07 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 10/18/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 54.0000 1,080.00 20.000 1,080.00 20.000 1,080 (.109" THICK) 051 8" ENTRANCE TAPER EA 347.0000 347.00 1.000 347.00 1.000 347 052 8" ANCHOR ASSEMBLY EA 94.0000 470.00 2.000 188.00 2.000 188 053 18" ANCHOR ASSEMBLY EA 187.0000 374.00 0.000 0 054 8" CORRUGATED STEEL PIPE ENERGY EA 87.0000 87.00 0.000 0 DISSIPATOR (.064" THICK) 055 ROCK SLOPE PROTECTION TON 65.0000 715.00 0.000 0 (NO. 1, METHOD B) 056 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 120.00 20.000 120.00 20.000 120 057 METAL BEAM GUARD RAILING LF 31.0000 19,220.00 0.000 0 058 CABLE RAILING LF 28.0000 10,976.00 392.000 10,976.00 392.000 10,976 (F) 059 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 0.000 0 060 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 10,000.00 0.000 0 061 PAVEMENT MARKER EA 35.0000 2,310.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 01:14 PM ESTIMATE NO. 07 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 10/18/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 185,267.00 1,237,594.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 38,840.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 185,267.00 1,276,435.00 062 MOBILIZATION LS 9,000.0000 9,000.00 1.000 9,000 ORIGINAL CONTRACT AMOUNT 1,352,435.50 TOTAL WORK COMPLETED 185,267.00 1,285,435.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 185,267.00 1,275,435.00 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 11/07/12 117 37 0 0 89% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/12