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 09/21/11 EST. NO.12 TIME 10:20 AM R.E. NAME: HENCH, CHARLIE 05-0T5604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 20,320.30 E.W. @ L.S.(+) 091511 Y 1 0 20,320.30 TOTAL THIS ESTIMATE 194,144.82 TOTAL PREVIOUS ESTIMATE 214,465.12 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 09/21/11 EST. NO.12 TIME 10:20 AM R.E. NAME: HENCH, CHARLIE 05-0T5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 09/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/21/11 LOCATION PROGRESS ESTIMATE 05-MON-1-22.6/22.8 ----------------- CONDON JOHNSON AND ASSOCIATES IN MONTEREY COUNTY NEAR LUCIA FROM INC 1.6 MILES TO 1.8 MILES NORTH OF P O BOX 12368 LIMEKILN CREEK BRIDGE OAKLAND CA 94604 FED. AID NO. ACST-4723(4) E,P-4723(4) E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.750 1,875.00 002 TIME-RELATED OVERHEAD WDAY 1,400.0000 336,000.00 22.000 30,800.00 238.000 333,200.00 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,500.00 250.000 1,250.00 004 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.200 1,000.00 1.000 5,000.00 005 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM 006 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 4,000.00 0.000 0.00 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,000.0000 4,000.00 1.000 4,000.00 008 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.900 2,700.00 009 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.080 800.00 0.920 9,200.00 010 TYPE III BARRICADE EA 150.0000 900.00 7.000 1,050.00 011 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 100.0000 2,400.00 40.000 4,000.00 012 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,720.00 16.000 640.00 013 PORTABLE DELINEATOR EA 30.0000 2,160.00 100.000 3,000.00 014 FLASHING BEACON (PORTABLE) EA 3,500.0000 14,000.00 0.000 0.00 015 TEMPORARY SIGNAL SYSTEM LS 92,800.0000 92,800.00 0.800 74,240.00 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.000 0.00 017 TEMPORARY RAILING (TYPE K) LF 30.0000 28,800.00 960.000 28,800.00 018 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,600.0000 13,200.00 2.000 13,200.00 SYSTEM 019 REMOVE PAINTED TRAFFIC STRIPE LF 6.4000 5,248.00 820.000 5,248.00 020 REMOVE PAVEMENT MARKER EA 1.0000 38.00 38.000 38.00 021 SALVAGE EXISTING TEMPORARY SIGNAL LS 15,000.0000 15,000.00 1.000 15,000.00 SYSTEM 022 ADJUST FRAME AND COVER TO GRADE EA 260.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 09/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 3,800.00 0.000 0.00 024 ROADWAY EXCAVATION CY 35.0000 122,500.00 264.000 9,240.00 4,207.000 147,245.00 025 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 026 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 185.0000 499,500.00 2,700.000 499,500.00 (F) 027 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 123,600.00 61.800 18,540.00 144.200 43,260.00 (F) 028 CONCRETE BACKFILL CY 360.0000 348,120.00 967.000 348,120.00 (F) 029 LEAN CONCRETE BACKFILL CY 360.0000 401,760.00 1,116.000 401,760.00 (F) 030 HIGHWAY PLANTING LS 4,800.0000 4,800.00 0.000 0.00 031 WETLAND SOIL CY 55.0000 1,540.00 0.000 0.00 032 EROSION CONTROL (COMPOST BLANKET) CY 118.0000 34,220.00 0.000 0.00 033 FIBER ROLLS LF 5.1000 10,200.00 0.000 0.00 034 PLANT ESTABLISHMENT WORK LS 6,840.0000 6,840.00 0.000 0.00 035 IRRIGATION SYSTEM LS 2,250.0000 2,250.00 0.000 0.00 036 CLASS 2 AGGREGATE BASE CY 98.0000 59,780.00 0.000 0.00 037 HOT MIX ASPHALT (TYPE B) TON 124.0000 136,400.00 0.000 0.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 660.00 0.000 0.00 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 50.0000 650.00 0.000 0.00 040 PLACE HOT MIX ASPHALT SQYD 225.0000 675.00 0.000 0.00 (MISCELLANEOUS AREA) 041 TACK COAT TON 100.0000 150.00 0.000 0.00 042 INSTALL STEEL SOLDIER PILE EA 450.0000 68,400.00 152.000 68,400.00 043 42" DRILLED HOLE LF 200.0000 1,081,000.00 5,472.280 1,094,456.00 044 TIEBACK ANCHOR EA 6,100.0000 1,701,900.00 279.000 1,701,900.00 045 STRUCTURAL CONCRETE, BARRIER SLAB CY 530.0000 318,000.00 600.000 318,000.00 (F) 046 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 152,389.90 33,069.000 42,989.70 117,223.000 152,389.90 (F) 047 INTEGRAL COLORED SHOTCRETE CY 880.0000 325,600.00 222.000 195,360.00 222.000 195,360.00 (F) 048 DECK SEAL SQFT 2.5000 19,792.50 3,958.000 9,895.00 3,958.000 9,895.00 (F) 049 TIMBER LAGGING MFBM 3,400.0000 499,800.00 147.000 499,800.00 (F) PROGRAM CAS145 PAGE 3 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 09/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 FILTER FABRIC (UNDERDRAIN) SQYD 0.6000 2,358.00 1,762.000 1,057.20 1,762.000 1,057.20 051 CLASS 3 PERMEABLE MATERIAL (UNDERDRAIN) CY 122.0000 186,660.00 542.000 66,124.00 542.000 66,124.00 052 8" ALTERNATIVE PIPE UNDERDRAIN LF 10.0000 9,500.00 870.000 8,700.00 950.000 9,500.00 053 ROCK SLOPE PROTECTION CY 250.0000 500.00 0.000 0.00 (FACING, METHOD B) 054 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 35.00 0.000 0.00 055 GUARD RAILING DELINEATOR EA 12.0000 60.00 0.000 0.00 056 OBJECT MARKER (TYPE P) EA 34.5000 138.00 0.000 0.00 057 TUBULAR BICYCLE RAILING LF 65.0000 49,010.00 754.000 49,010.00 754.000 49,010.00 (F) 058 TRANSITION RAILING (TYPE WB) EA 6,800.0000 13,600.00 0.000 0.00 059 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 061 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 221.0000 166,634.00 754.000 166,634.00 754.000 166,634.00 (F) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 8,424.50 0.000 0.00 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,400.00 0.000 0.00 064 COMMUNICATION CONDUIT LF 8.0000 3,440.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 09/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 600,149.90 6,279,852.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,320.30 214,465.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 620,470.20 6,494,317.22 065 MOBILIZATION LS 704,000.0000 704,000.00 1.000 704,000.00 ORIGINAL CONTRACT AMOUNT 7,641,152.90 TOTAL WORK COMPLETED 620,470.20 7,198,317.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 620,470.20 7,198,317.22 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 09/23/10 605 09/24/10 09/24/10 10/09/12 238 124 18 0 89% 92% PROGRESS IS SATISFACTORY PEND'G DAYS HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/11