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 12/21/12 EST. NO.09 TIME 09:39 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 --------------------------------------------------------------------------- 002 0027 677.16 E.W. @ F.A.(+) 111312 N 27 0 677.16 TOTAL THIS ESTIMATE 43,104.00 TOTAL PREVIOUS ESTIMATE 43,781.16 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 12/21/12 EST. NO.09 TIME 09:39 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 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 05 RECEIVED FHWA 1391 10,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/12 -10,000.00 07 PER LTR DATED 11/12 -5,000.00 08 PER LTR DATED 12/12 -2,000.00 09 RETURN DEDUCT 10/12 10,000.00 09 RETURN DEDUCT 11/12 5,000.00 09 13,000.00 -2,000.00 TOTAL DEDUCTIONS 13,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 09:39 AM ESTIMATE NO. 09 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 12/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/21/12 LOCATION 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 1.000 1,200 003 PREPARE WATER POLLUTION CONTROL LS 1,800.0000 1,800.00 0.230 414.00 1.000 1,800 PROGRAM 004 TEMPORARY MULCH SQYD 6.0000 4,800.00 232.000 1,392.00 232.000 1,392 005 TEMPORARY SILT FENCE LF 6.0000 4,500.00 480.000 2,880 006 TEMPORARY GRAVEL BAG BERM LF 6.0000 2,400.00 400.000 2,400 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,400.0000 4,200.00 3.000 4,200 008 TEMPORARY COVER SQYD 4.0000 2,400.00 600.000 2,400 009 TEMPORARY CHECK DAM LF 6.0000 360.00 60.000 360 010 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 1.000 1,250 012 CONSTRUCTION AREA SIGNS LS 5,820.0000 5,820.00 1.000 5,820 013 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 1.000 23,000 014 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 1.000 96,000 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,100.0000 4,200.00 2.000 4,200 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 1,500.00 300.000 1,500 STRIPE (HAZARDOUS WASTE) 019 ABANDON CULVERT EA 150.0000 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 1.000 7,500 022 ROADWAY EXCAVATION CY 21.0000 72,660.00 3,460.000 72,660 PROGRAM CAS145 PAGE 2 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 09:39 AM ESTIMATE NO. 09 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 12/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 4,400 024 DUST CONTROL PLAN LS 1,900.0000 1,900.00 1.000 1,900 025 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 70.0000 60,480.00 864.000 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 56,005.00 487.000 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 67.000 3,953 031 FIBER ROLLS LF 5.0000 2,000.00 25.000 125.00 425.000 2,125 032 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,800.0000 2,900.00 0.500 2,900 033 CLASS 2 AGGREGATE BASE CY 85.0000 24,650.00 290.000 24,650 034 HOT MIX ASPHALT (TYPE A) TON 138.0000 30,360.00 152.350 21,024 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 228.00 75.000 450 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 3,720.00 614.000 3,684 037 PLACE HOT MIX ASPHALT SQYD 22.0000 4,620.00 200.600 4,413 (MISCELLANEOUS AREA) 038 TACK COAT TON 2,800.0000 840.00 0.300 840 039 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 56.000 252,000 043 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 78,200.00 104.000 88,400 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 27,657.50 27,547.000 31,679 (F) 045 TIMBER LAGGING MFBM 3,200.0000 137,600.00 43.000 137,600 (F) 046 CLEAN AND PAINT STEEL SOLDIER PILING LS 44,000.0000 44,000.00 1.000 44,000 047 18" ALTERNATIVE PIPE CULVERT LF 67.0000 2,479.00 37.000 2,479 (PERFORATED) 048 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 58.0000 20,300.00 337.000 19,546 049 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 24.0000 1,296.00 54.000 1,296 PROGRAM CAS145 PAGE 3 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 09:39 AM ESTIMATE NO. 09 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 12/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 (.109" THICK) 051 8" ENTRANCE TAPER EA 347.0000 347.00 1.000 347 052 8" ANCHOR ASSEMBLY EA 94.0000 470.00 5.000 470 053 18" ANCHOR ASSEMBLY EA 187.0000 374.00 2.000 374 054 8" CORRUGATED STEEL PIPE ENERGY EA 87.0000 87.00 1.000 87 DISSIPATOR (.064" THICK) 055 ROCK SLOPE PROTECTION TON 65.0000 715.00 11.000 715 (NO. 1, METHOD B) 056 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 120.00 20.000 120 057 METAL BEAM GUARD RAILING LF 31.0000 19,220.00 612.500 18,987 058 CABLE RAILING LF 28.0000 10,976.00 392.000 10,976 (F) 059 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 4.000 10,000 060 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 10,000.00 4,000.000 10,000 061 PAVEMENT MARKER EA 35.0000 2,310.00 66.000 2,310 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476204 TIME 09:39 AM ESTIMATE NO. 09 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 12/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,931.00 1,374,966.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 677.16 43,781.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,608.16 1,418,747.21 062 MOBILIZATION LS 9,000.0000 9,000.00 1.000 9,000 ORIGINAL CONTRACT AMOUNT 1,352,435.50 TOTAL WORK COMPLETED 2,608.16 1,427,747.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 13,000.00 -2,000.00 TOTAL 15,608.16 1,425,747.21 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 03/15/13 128 67 32 0 99% 97% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/09/12. FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/12