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 12/21/10 EST. NO.03 TIME 09:40 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 --------------------------------------------------------------------------- *** 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 12/21/10 EST. NO.03 TIME 09:40 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 09:40 AM ESTIMATE NO. 03 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 12/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/21/10 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 94621 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 0.100 250.00 0.600 1,500.00 02 TIME-RELATED OVERHEAD WDAY 1,400.0000 336,000.00 22.000 30,800.00 57.000 79,800.00 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 0.090 450.00 0.240 1,200.00 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 0.050 4,640.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 09:40 AM ESTIMATE NO. 03 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 12/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 24,975.00 270.000 49,950.00 F) 27 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 123,600.00 0.000 0.00 F) 28 CONCRETE BACKFILL CY 360.0000 348,120.00 177.110 63,759.60 254.790 91,724.40 F) 29 LEAN CONCRETE BACKFILL CY 360.0000 401,760.00 180.810 65,091.60 272.020 97,927.20 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 30.000 13,500.00 42.000 18,900.00 43 42" DRILLED HOLE LF 200.0000 1,081,000.00 1,027.880 205,576.00 1,504.340 300,868.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 09:40 AM ESTIMATE NO. 03 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 12/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T5604 TIME 09:40 AM ESTIMATE NO. 03 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 12/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 409,042.20 805,035.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 409,042.20 805,035.60 65 MOBILIZATION LS 704,000.0000 704,000.00 0.250 176,000.00 0.750 528,000.00 ORIGINAL CONTRACT AMOUNT 7,641,152.90 TOTAL WORK COMPLETED 585,042.20 1,333,035.60 MATERIALS ON HAND ON SITE 147,192.94 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 585,042.20 1,480,228.54 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 06/21/12 56 32 0 0 17% 9% PROGRESS IS SATISFACTORY PENDG DAYS *** ********* ON