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 12/13/12 EST. NO.13 TIME 09:49 AM R.E. NAME: DE ANDA, ANTHONY 05-0N8904 --------------------------------------------------------------------------- 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 12/13/12 EST. NO.13 TIME 09:49 AM R.E. NAME: DE ANDA, ANTHONY 05-0N8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 101512LTR-SWPPP NON -24,493.61 11 SWPPP CORRECTED 24,493.61 13 24,493.61 0.00 LABOR COMPLIANCE VIOLATION MISS PARROLLS -1,000.00 11 MISS PAYROLLS -10,000.00 13 -10,000.00 -11,000.00 TOTAL DEDUCTIONS 14,493.61 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N8904 TIME 09:49 AM ESTIMATE NO. 13 BID OPENING 08/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/09/12 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 12/13/12 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-SLO-101-34.2/34.5 ---------------------------------- CONDON JOHNSON AND ASSOCIATES IN SAN LUIS OBISPO COUNTY NEAR SAN INC LUIS OBISPO FROM 1.8 MI NORTH OF P O BOX 12368 HAWK HILL LANE TO 0.7 MI SOUTH OF OAKLAND CA 94604 CUESTA SPRINGS ROAD FED. AID NO. NHQ1-120(6E ) CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.0000 6,750.00 1,350.000 6,750 002 TEMPORARY TERMINAL ANCHOR ASSEMBLY EA 1,488.0000 2,976.00 2.000 2,976 (TYPE SFT) 003 CONSTRUCTION SITE MANAGEMENT LS 4,500.0000 4,500.00 0.050 225.00 1.000 4,500 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.150 375.00 1.000 2,500 PREVENTION PLAN 005 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 0.000 0 006 TEMPORARY CHECK DAM LF 10.0000 3,200.00 105.000 1,050 007 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 1.000 400 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500 009 TEMPORARY SOIL BINDER SQYD 2.0000 1,200.00 0.000 0 010 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 6.000 3,000 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 6,000.00 2.000 500 013 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.150 300.00 1.000 2,000 014 TRAFFIC CONTROL SYSTEM LS 9,000.0000 9,000.00 0.330 2,970.00 1.000 9,000 015 TYPE III BARRICADE EA 500.0000 1,500.00 3.000 1,500 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,870.00 6,248.500 6,248 017 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,200.00 24.000 720.00 240.000 7,200 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 0.300 2,400.00 1.000 8,000 019 TEMPORARY RAILING (TYPE K) LF 30.0000 45,000.00 355.000 10,650.00 1,500.000 45,000 020 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,200.0000 1,200.00 1.000 1,200 021 TEMPORARY TRAFFIC SCREEN LF 7.0000 10,500.00 1,500.000 10,500 022 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 6,870.00 4,923.000 4,923.00 4,923.000 4,923 PROGRAM CAS145 PAGE 2 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N8904 TIME 09:49 AM ESTIMATE NO. 13 BID OPENING 08/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/09/12 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,800.00 1,907.000 1,907 024 REMOVE ROADSIDE SIGN EA 150.0000 150.00 1.000 150 025 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 37,240.00 1,350.000 37,800 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2500 8,875.00 1,333.300 8,333.13 1,333.300 8,333 027 CLEARING AND GRUBBING LS 2,400.0000 2,400.00 1.000 2,400 028 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 029 ROADWAY EXCAVATION CY 12.0000 16,800.00 139.000 1,668.00 1,288.310 15,459 030 LEAD COMPLIANCE PLAN LS 650.0000 650.00 1.000 650 031 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 110.0000 139,150.00 1,265.000 139,150 (F) 032 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 120.0000 67,800.00 565.000 67,800 (F) 033 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 205.0000 134,275.00 655.000 134,275 (F) 034 LEAN CONCRETE BACKFILL CY 145.0000 116,580.00 804.000 116,580 (F) 035 EROSION CONTROL (COMPOST BLANKET) CY 25.0000 6,750.00 268.270 6,706 036 FIBER ROLLS LF 2.5000 3,675.00 1,645.000 4,112 037 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,645.0000 5,645.00 1.000 5,645 038 CLASS 2 AGGREGATE BASE CY 61.0000 26,230.00 299.630 18,277 039 HOT MIX ASPHALT (TYPE A) TON 154.0000 33,880.00 4.000 616.00 172.760 26,605 040 HOT MIX ASPHALT (OPEN GRADED) TON 261.0000 26,100.00 94.640 24,701.04 94.640 24,701 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 15.5000 4,650.00 62.000 961.00 362.000 5,611 042 TACK COAT TON 7,990.0000 3,196.00 0.790 6,312.10 0.790 6,312 043 STEEL SOLDIER PILE (HP 8 X 36) LF 40.0000 24,800.00 607.340 24,293 044 STEEL SOLDIER PILE (HP 10 X 42) LF 60.0000 42,600.00 710.920 42,655 045 STEEL SOLDIER PILE (HP 12 X 53) LF 60.0000 426,780.00 7,112.650 426,759 046 STEEL SOLDIER PILE (HP 14 X 73) LF 100.0000 5,700.00 56.680 5,668 047 36" DRILLED HOLE LF 65.0000 42,250.00 714.800 46,462 048 42" DRILLED HOLE LF 75.0000 266,625.00 3,542.750 265,706 049 TIEBACK ANCHOR EA 5,500.0000 594,000.00 108.000 594,000 PROGRAM CAS145 PAGE 3 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N8904 TIME 09:49 AM ESTIMATE NO. 13 BID OPENING 08/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/09/12 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, RETAINING WALL CY 750.0000 120,000.00 160.000 120,000 (F) 051 BAR REINFORCING STEEL (RETAINING WALL) LB 1.7500 76,300.00 43,600.000 76,300 (F) 052 SHOTCRETE CY 685.0000 157,550.00 230.000 157,550 (F) 053 TIMBER LAGGING MFBM 4,000.0000 408,000.00 102.000 408,000 (F) 054 PREPARE AND PAINT CONCRETE SQFT 1.0000 8,800.00 8,123.950 8,123.95 8,123.950 8,123 055 MINOR CONCRETE (GUTTER) LF 15.0000 13,200.00 880.000 13,200 (F) 056 GUARD RAILING DELINEATOR EA 58.0000 812.00 14.000 812 057 CABLE RAILING LF 8.5500 7,524.00 880.000 7,524 (F) 058 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,920.00 9,740.000 9,740.00 9,740.000 9,740 (SPRAYABLE) 059 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,160.00 608.000 1,216.00 608.000 1,216 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 750.00 152.000 760.00 152.000 760 PROGRAM CAS145 PAGE 4 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N8904 TIME 09:49 AM ESTIMATE NO. 13 BID OPENING 08/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/09/12 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 86,994.22 2,972,993.21 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 52,453.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 86,994.22 3,025,446.89 061 MOBILIZATION LS 330,000.0000 330,000.00 1.000 330,000 ORIGINAL CONTRACT AMOUNT 3,335,783.00 TOTAL WORK COMPLETED 86,994.22 3,355,446.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 14,493.61 -11,000.00 TOTAL 101,487.83 3,344,446.89 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 09/13/11 150 09/15/11 09/15/11 11/09/12 175 114 20 5 100% 100% DE ANDA, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/13/12