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 02/24/11 EST. NO.05 TIME 10:22 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 --------------------------------------------------------------------------- 001 0001 884.55 E.W. @ F.A.(+) 101810 N 1 0 0001-1 -884.55 101810 N 1 0 DAO CORRECTING ENTRY 0002 693.94 101910 N 2 0 0002-1 -693.94 101910 N 2 0 DAO CORRECTING ENTRY 0002-2 769.80 101910 N 2 0 DAO CORRECTING ENTRY 0003 693.94 102010 N 3 0 0003-1 -693.94 102010 N 3 0 DAO CORRECTING ENTRY 0003-2 769.80 102010 N 3 0 DAO CORRECTING ENTRY 0005 991.82 102110 N 4 0 0005-1 -991.82 102110 N 4 0 DAO CORRECTING ENTRY 0005-2 1,067.67 102110 N 4 0 DAO CORRECTING ENTRY 0006 555.85 102210 N 5 0 0006-1 -555.85 102210 N 5 0 DAO CORRECTING ENTRY 0006-2 631.71 102210 N 5 0 DAO CORRECTING ENTRY 0014 1,057.17 102510 N 20 0 0014-1 -1,057.17 102510 N 20 0 DAO CORRECTING ENTRY 0014-2 1,133.03 102510 N 20 0 DAO CORRECTING ENTRY 0015 781.01 102610 N 21 0 0015-1 -781.01 102610 N 21 0 DAO CORRECTING ENTRY 0015-2 849.29 102610 N 21 0 DAO CORRECTING ENTRY 0018 708.03 102810 N 24 0 0018-1 -708.03 102810 N 24 0 DAO CORRECTING ENTRY 0018-2 776.32 102810 N 24 0 DAO CORRECTING ENTRY 0020 866.32 102910 N 26 0 0020-1 -866.32 102910 N 26 0 DAO CORRECTING ENTRY 0020-2 934.61 102910 N 26 0 DAO CORRECTING ENTRY 0026 760.49 102710 N 33 0 0027 194.00 102110 N 34 0 0041 2,448.50 010311 N 49 0 0042 2,387.06 010811 N 50 0 0043 622.98 122110 N 46 0 0048 766.29 011311 N 55 0 0049 1,332.03 011411 N 56 0 15,443.58 TOTAL THIS ESTIMATE 876.78 TOTAL PREVIOUS ESTIMATE 16,320.36 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 02/24/11 EST. NO.05 TIME 10:22 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:22 AM ESTIMATE NO. 05 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 02/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 02/24/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.600 1,500.00 02 TIME-RELATED OVERHEAD WDAY 1,400.0000 336,000.00 17.000 23,800.00 90.000 126,000.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,500.00 250.000 1,250.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.080 400.00 0.380 1,900.00 05 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM 06 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 4,000.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,000.0000 4,000.00 1.000 4,000.00 08 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.900 2,700.00 09 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.500 5,000.00 10 TYPE III BARRICADE EA 150.0000 900.00 7.000 1,050.00 11 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 100.0000 2,400.00 40.000 4,000.00 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,720.00 16.000 640.00 13 PORTABLE DELINEATOR EA 30.0000 2,160.00 100.000 3,000.00 14 FLASHING BEACON (PORTABLE) EA 3,500.0000 14,000.00 0.000 0.00 15 TEMPORARY SIGNAL SYSTEM LS 92,800.0000 92,800.00 0.800 74,240.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.000 0.00 17 TEMPORARY RAILING (TYPE K) LF 30.0000 28,800.00 960.000 28,800.00 18 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,600.0000 13,200.00 2.000 13,200.00 SYSTEM 19 REMOVE PAINTED TRAFFIC STRIPE LF 6.4000 5,248.00 820.000 5,248.00 20 REMOVE PAVEMENT MARKER EA 1.0000 38.00 38.000 38.00 21 SALVAGE EXISTING TEMPORARY SIGNAL LS 15,000.0000 15,000.00 1.000 15,000.00 SYSTEM 22 ADJUST FRAME AND COVER TO GRADE EA 260.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:22 AM ESTIMATE NO. 05 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 02/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 3,800.00 0.000 0.00 24 ROADWAY EXCAVATION CY 35.0000 122,500.00 700.000 24,500.00 700.000 24,500.00 25 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 26 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 185.0000 499,500.00 135.000 24,975.00 540.000 99,900.00 F) 27 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 123,600.00 0.000 0.00 F) 28 CONCRETE BACKFILL CY 360.0000 348,120.00 77.680 27,964.80 449.010 161,643.60 F) 29 LEAN CONCRETE BACKFILL CY 360.0000 401,760.00 64.690 23,288.40 454.910 163,767.60 F) 30 HIGHWAY PLANTING LS 4,800.0000 4,800.00 0.000 0.00 31 WETLAND SOIL CY 55.0000 1,540.00 0.000 0.00 32 EROSION CONTROL (COMPOST BLANKET) CY 118.0000 34,220.00 0.000 0.00 33 FIBER ROLLS LF 5.1000 10,200.00 0.000 0.00 34 PLANT ESTABLISHMENT WORK LS 6,840.0000 6,840.00 0.000 0.00 35 IRRIGATION SYSTEM LS 2,250.0000 2,250.00 0.000 0.00 36 CLASS 2 AGGREGATE BASE CY 98.0000 59,780.00 0.000 0.00 37 HOT MIX ASPHALT (TYPE B) TON 124.0000 136,400.00 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 660.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 50.0000 650.00 0.000 0.00 40 PLACE HOT MIX ASPHALT SQYD 225.0000 675.00 0.000 0.00 (MISCELLANEOUS AREA) 41 TACK COAT TON 100.0000 150.00 0.000 0.00 42 INSTALL STEEL SOLDIER PILE EA 450.0000 68,400.00 12.000 5,400.00 72.000 32,400.00 43 42" DRILLED HOLE LF 200.0000 1,081,000.00 422.670 84,534.00 2,601.450 520,290.00 44 TIEBACK ANCHOR EA 6,100.0000 1,701,900.00 0.000 0.00 45 STRUCTURAL CONCRETE, BARRIER SLAB CY 530.0000 318,000.00 0.000 0.00 F) 46 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 152,389.90 0.000 0.00 F) 47 INTEGRAL COLORED SHOTCRETE CY 880.0000 325,600.00 0.000 0.00 F) 48 DECK SEAL SQFT 2.5000 19,792.50 0.000 0.00 F) 49 TIMBER LAGGING MFBM 3,400.0000 499,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:22 AM ESTIMATE NO. 05 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 02/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FILTER FABRIC (UNDERDRAIN) SQYD 0.6000 2,358.00 0.000 0.00 51 CLASS 3 PERMEABLE MATERIAL (UNDERDRAIN) CY 122.0000 186,660.00 0.000 0.00 52 8" ALTERNATIVE PIPE UNDERDRAIN LF 10.0000 9,500.00 0.000 0.00 53 ROCK SLOPE PROTECTION CY 250.0000 500.00 0.000 0.00 (FACING, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 35.00 0.000 0.00 55 GUARD RAILING DELINEATOR EA 12.0000 60.00 0.000 0.00 56 OBJECT MARKER (TYPE P) EA 34.5000 138.00 0.000 0.00 57 TUBULAR BICYCLE RAILING LF 65.0000 49,010.00 0.000 0.00 F) 58 TRANSITION RAILING (TYPE WB) EA 6,800.0000 13,600.00 0.000 0.00 59 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 221.0000 166,634.00 0.000 0.00 F) 62 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 8,424.50 0.000 0.00 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,400.00 0.000 0.00 64 COMMUNICATION CONDUIT LF 8.0000 3,440.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 10:22 AM ESTIMATE NO. 05 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 02/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 214,862.20 1,295,067.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,443.58 16,320.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,305.78 1,311,387.56 65 MOBILIZATION LS 704,000.0000 704,000.00 0.200 140,800.00 0.950 668,800.00 ORIGINAL CONTRACT AMOUNT 7,641,152.90 TOTAL WORK COMPLETED 371,105.78 1,980,187.56 MATERIALS ON HAND ON SITE 294,179.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 371,105.78 2,274,366.95 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 07/15/11 93 17 0 0 25% 15% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY *** ********* ON