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 08/23/07 EST. NO.10 TIME 07:50 AM R.E. NAME: HENCH, CHARLIE 05-0C5404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 -3,693.00 A.C. @ L.S.(-) 082107 N 1 0 0001-1 3,693.00 082107 N 1 0 DAO CORRECTING ENTRY 0001-2 -3,693.22 082107 Y 1 0 DAO CORRECTING ENTRY -3,693.22 TOTAL THIS ESTIMATE 23,126.21 TOTAL PREVIOUS ESTIMATE 19,432.99 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 08/23/07 EST. NO.10 TIME 07:50 AM R.E. NAME: HENCH, CHARLIE 05-0C5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C5404 TIME 07:50 AM ESTIMATE NO. 10 BID OPENING 07/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/23/07 LOCATION PROGRESS ESTIMATE 05-MON-1-R21.9/R22.1 ----------------- 05-MON-1-21.5/21.5 CONDON JOHNSON AND ASSOCIATES IN MONTEREY COUNTY NEAR LUCIA AT INC 0.8 KM NORTH OF LIMEKILN CREEK P O BOX 12368 BRIDGE AND FROM 1.3 KM TO 1.6 KM OAKLAND CA 94604 NORTH OF LIMEKILN CREEK BRIDGE FED. AID NO. STP- ( ) ,P-P001(520)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE M 45.0000 9,000.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) M 8.0000 2,080.00 160.000 1,280.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.220 4,400.00 0.900 18,000.00 05 TEMPORARY FIBER ROLL M 50.0000 10,000.00 84.000 4,200.00 06 TEMPORARY SILT FENCE M 6.0000 3,000.00 286.000 1,716.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 5,000.00 2.000 5,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000.00 09 TEMPORARY COVER M2 3.0000 600.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 4,150.0000 4,150.00 0.060 249.00 0.950 3,942.50 S) 11 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 0.900 45,000.00 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 200.00 2.000 200.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,140.00 590.000 1,180.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,600.00 50.000 2,500.00 S) 15 TEMPORARY SIGNAL SYSTEM LS 94,000.0000 94,000.00 0.100 9,400.00 0.900 84,600.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,000.0000 42,000.00 0.150 6,300.00 0.900 37,800.00 S) 17 TEMPORARY RAILING (TYPE K) M 45.0000 37,350.00 109.800 4,941.00 280.600 12,627.00 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 4,000.0000 24,000.00 0.000 0.00 S) 19 ABANDON CULVERT M 250.0000 3,000.00 12.000 3,000.00 20 REMOVE METAL BEAM GUARD RAILING M 50.0000 3,450.00 80.000 4,000.00 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 2,300.00 1,092.000 5,460.00 S) STRIPE 22 REMOVE INLET EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C5404 TIME 07:50 AM ESTIMATE NO. 10 BID OPENING 07/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOWNDRAIN M 200.0000 2,200.00 0.000 0.00 24 SALVAGE TEMPORARY RAILING (TYPE K) M 30.0000 1,110.00 37.000 1,110.00 25 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 26 ROADWAY EXCAVATION M3 85.0000 197,200.00 2,558.000 217,430.00 27 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 28 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 137.1000 89,252.10 106.500 14,601.15 651.000 89,252.10 F) 29 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 435.0000 56,550.00 33.400 14,529.00 130.000 56,550.00 F) 30 LEAN CONCRETE BACKFILL M3 750.0000 225,000.00 300.000 225,000.00 F) 31 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000.00 32 DUFF M2 5.5000 9,900.00 840.000 4,620.00 1,800.000 9,900.00 S) 33 FIBER (EROSION CONTROL) KG 1.2000 480.00 0.000 0.00 S) 34 FIBER ROLLS M 50.0000 12,500.00 0.000 0.00 S) 35 COMPOST (EROSION CONTROL) M3 578.0000 1,156.00 0.000 0.00 S) 36 PURE LIVE SEED (EROSION CONTROL) KG 155.0000 3,255.00 0.000 0.00 S) 37 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 240.00 0.000 0.00 S) 38 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 39 TEMPORARY IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 40 ASPHALT CONCRETE (TYPE A) TONN 198.0000 235,620.00 289.370 57,295.26 1,257.150 248,915.70 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 450.0000 2,700.00 0.480 216.00 42 STEEL SOLDIER PILE (W 360 X 101) M 375.0000 822,375.00 51.220 19,207.50 2,191.140 821,677.50 43 900 MM DRILLED HOLE M 925.0000 976,800.00 1,054.230 975,162.75 S) 44 TIEBACK ANCHOR EA 5,400.0000 734,400.00 14.000 75,600.00 136.000 734,400.00 S) 45 CLASS 2 CONCRETE (BACKFILL) M3 750.0000 301,500.00 397.110 297,832.50 46 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 7,200.00 2.400 7,200.00 F) 47 BAR REINFORCING STEEL (EPOXY COATED) KG 9.0000 71,424.00 7,936.000 71,424.00 SF) 48 INTEGRAL COLORED SHOTCRETE M3 1,500.0000 181,500.00 70.000 105,000.00 121.000 181,500.00 F) 49 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C5404 TIME 07:50 AM ESTIMATE NO. 10 BID OPENING 07/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TIMBER LAGGING M3 2,060.0000 267,800.00 1.054 2,171.24 128.054 263,791.24 F) 51 CLEAN AND PAINT STEEL SOLDIER PILE LS 75,000.0000 75,000.00 0.050 3,750.00 1.000 75,000.00 SF) 52 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 17,850.00 108.000 18,360.00 53 PLASTIC PIPE (WALL DRAIN) M 100.0000 200.00 0.000 0.00 54 EARTH ANCHORAGE SYSTEM EA 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200.00 55 600 MM ALTERNATIVE PIPE DOWNDRAIN M 350.0000 27,650.00 79.000 27,650.00 79.000 27,650.00 56 900 MM CORRUGATED STEEL PIPE INLET EA 3,000.0000 3,000.00 1.000 3,000.00 (4.27 MM THICK) 57 900 MM PRECAST CONCRETE PIPE INLET EA 3,000.0000 3,000.00 1.000 3,000.00 58 ROCK SLOPE PROTECTION M3 250.0000 4,000.00 16.000 4,000.00 (BACKING NO. 3, METHOD B) 59 MINOR CONCRETE (GUTTER - MODIFIED) M 165.0000 26,565.00 161.000 26,565.00 F) 60 MISCELLANEOUS IRON AND STEEL KG 8.0000 1,888.00 236.000 1,888.00 F) 61 DELINEATOR (CLASS 1) EA 33.0000 66.00 0.000 0.00 62 GUARD RAILING DELINEATOR EA 10.0000 150.00 0.000 0.00 63 MERRIT PARKWAY GUARD RAILING M 359.0000 78,980.00 0.000 0.00 S) 64 CABLE RAILING M 90.0000 14,490.00 161.000 14,490.00 SF) 65 THERMOPLASTIC TRAFFIC STRIPE M 6.0000 8,220.00 0.000 0.00 S) (SPRAYABLE) 66 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 390.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C5404 TIME 07:50 AM ESTIMATE NO. 10 BID OPENING 07/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 361,414.15 4,657,020.29 ADJUSTMENT OF COMPENSATION -3,693.22 -3,693.22 EXTRA WORK 0.00 23,126.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 357,720.93 4,676,453.28 67 MOBILIZATION LS 510,000.0000 510,000.00 1.000 510,000.00 ORIGINAL CONTRACT AMOUNT 5,367,881.10 TOTAL WORK COMPLETED 357,720.93 5,186,453.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 357,720.93 5,186,453.28 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 10/04/06 450 01/02/07 01/02/07 10/28/08 156 4 1 0 94% 78% PROGRESS IS SATISFACTORY PENDING CCO DAYS HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/07