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 10/26/10 EST. NO.14 TIME 10:54 AM R.E. NAME: HENCH, CHARLIE 05-0P3404 --------------------------------------------------------------------------- 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 -3,210.00 A.C. @ U.P.(-) 102010 Y 1 0 007 0001 2,113.90 A.C. @ L.S.(+) 102010 Y 1 0 008 0005 -12,691.40 A.C. @ U.P.(-) 102010 Y 5 0 -13,787.50 TOTAL THIS ESTIMATE 2,880.00 TOTAL PREVIOUS ESTIMATE -10,907.50 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 10/26/10 EST. NO.14 TIME 10:54 AM R.E. NAME: HENCH, CHARLIE 05-0P3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P3404 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 06/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 05-MON-1-26.1/26.1 ----------------- CALEX ENGINEERING COMPANY IN MONTEREY COUNTY NEAR LUCIA FROM 23651 PINE STREET 0.2 MILE TO 0.4 MILE NORTH OF NEWHALL CA 91321 VICENTE CREEK BRIDGE FED. AID NO. ER-43G8(4)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 6.0000 3,600.00 300.000 1,800.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 1.000 8,500.00 04 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 7.0000 11,620.00 50.000 350.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 1,600.00 1.000 1,600.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 1.000 2,500.00 08 TEMPORARY COVER SQYD 1.0000 4,350.00 1,403.000 1,403.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,200.00 4.000 1,200.00 10 STREET SWEEPING LS 6,000.0000 6,000.00 1.000 6,000.00 11 CONSTRUCTION AREA SIGNS LS 4,775.0000 4,775.00 0.100 477.50 1.000 4,775.00 12 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.040 2,000.00 1.000 50,000.00 13 TYPE III BARRICADE EA 100.0000 1,200.00 12.000 1,200.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0500 2,646.00 2,315.000 2,430.75 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,500.00 53.000 1,590.00 16 TEMPORARY SIGNAL SYSTEM LS 90,000.0000 90,000.00 0.100 9,000.00 1.000 90,000.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 1.000 7,000.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 3,706.50 3,114.000 3,269.70 STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 2,632.50 1,582.000 3,559.50 20 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 337.50 146.000 328.50 146.000 328.50 21 REMOVE PAVEMENT MARKER EA 2.2500 360.00 128.000 288.00 22 REMOVE INLET EA 1,300.0000 5,200.00 4.000 5,200.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P3404 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 06/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.0000 27,820.00 2,172.300 28,239.90 24 REMOVE CONCRETE CRIB WALL SQYD 100.0000 6,000.00 109.300 10,930.00 25 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 1.000 4,000.00 26 ROADWAY EXCAVATION CY 28.0000 42,560.00 527.000 14,756.00 1,027.000 28,756.00 27 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 28 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 160.0000 70,400.00 459.000 73,440.00 F) 29 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 250.0000 57,500.00 239.900 59,975.00 F) 30 CLASS 2 CONCRETE (BACKFILL) CY 300.0000 45,300.00 168.500 50,550.00 F) 31 LEAN CONCRETE BACKFILL CY 240.0000 52,800.00 232.100 55,704.00 F) 32 HIGHWAY PLANTING LS 16,500.0000 16,500.00 1.000 16,500.00 1.000 16,500.00 33 WETLAND SOIL SQYD 106.0000 12,720.00 124.400 13,186.40 34 FIBER ROLLS LF 15.0000 19,800.00 600.000 9,000.00 1,355.000 20,325.00 35 PLANT ESTABLISHMENT WORK LS 13,000.0000 13,000.00 0.000 0.00 36 IRRIGATION SYSTEM LS 4,300.0000 4,300.00 0.000 0.00 37 IRRIGATION SLEEVE LF 13.0000 390.00 0.000 0.00 38 CLASS 4 AGGREGATE SUBBASE CY 76.0000 19,760.00 55.100 4,187.60 39 CLASS 2 AGGREGATE BASE CY 78.0000 43,680.00 117.100 9,133.80 40 HOT MIX ASPHALT (TYPE A) TON 205.0000 114,800.00 23.550 4,827.75 538.550 110,402.75 41 PLACE HOT MIX ASPHALT SQYD 65.0000 1,170.00 8.000 520.00 8.000 520.00 (MISCELLANEOUS AREA) 42 STEEL SOLDIER PILE (HP 12 X 84) LF 52.0000 108,160.00 2,246.300 116,807.60 43 42" DRILLED HOLE LF 130.0000 134,550.00 1,121.400 145,782.00 44 TIEBACK ANCHOR EA 7,000.0000 357,000.00 52.000 364,000.00 45 STRUCTURAL CONCRETE, BARRIER SLAB CY 550.0000 47,850.00 71.300 39,215.00 167.200 91,960.00 F) 46 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 6,000.00 5.000 6,000.00 F) 47 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 14,220.00 7,502.000 15,004.00 F) 48 INTEGRAL COLORED SHOTCRETE CY 1,150.0000 109,250.00 97.900 112,585.00 F) 49 TIMBER LAGGING MFBM 4,000.0000 108,000.00 27.900 111,600.00 F) PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P3404 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 06/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN AND PAINT STEEL SOLDIER PILING LS 48,000.0000 48,000.00 1.000 48,000.00 51 12" ALTERNATIVE PIPE CULVERT LF 105.0000 3,150.00 30.000 3,150.00 52 24" ALTERNATIVE PIPE CULVERT LF 67.0000 8,710.00 130.000 8,710.00 53 30" ALTERNATIVE PIPE CULVERT LF 120.0000 7,920.00 68.000 8,160.00 54 GEOCOMPOSITE DRAIN SQYD 11.0000 4,070.00 329.000 3,619.00 55 FILTER FABRIC (UNDERDRAIN) SQYD 1.1000 286.00 256.000 281.60 56 IMPERMEABLE MEMBRANE SQYD 6.0000 2,160.00 373.300 2,239.80 57 CLASS 3 PERMEABLE MATERIAL (UNDERDRAIN) CY 58.0000 2,668.00 41.000 2,378.00 58 8" ALTERNATIVE PIPE UNDERDRAIN LF 16.0000 4,960.00 300.000 4,800.00 59 HDPE ANCHOR LS 4,500.0000 4,500.00 1.000 4,500.00 60 HDPE DOWNDRAIN LF 125.0000 22,500.00 180.000 22,500.00 61 30" HDPE FLARER END SECTION EA 500.0000 500.00 1.000 500.00 62 36" ALTERNATIVE PIPE RISER LF 700.0000 7,000.00 10.000 7,000.00 63 ROCK SLOPE PROTECTION CY 1,450.0000 18,850.00 13.000 18,850.00 (FACING, METHOD B) 64 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 950.00 32.000 80.00 65 MISCELLANEOUS IRON AND STEEL LB 8.0000 14,000.00 1,285.000 10,280.00 1,750.000 14,000.00 F) 66 MISCELLANEOUS METAL (BRIDGE) LB 23.0000 12,650.00 597.000 13,731.00 F) 67 DELINEATOR (CLASS 1) EA 175.0000 1,050.00 0.000 0.00 68 GUARD RAILING DELINEATOR EA 12.0000 72.00 6.000 72.00 6.000 72.00 69 OBJECT MARKER (TYPE L) EA 35.0000 35.00 0.000 0.00 70 METAL BEAM GUARD RAILING (WOOD POST) LF 60.0000 9,000.00 0.000 0.00 71 TUBULAR BICYCLE RAILING LF 150.0000 29,100.00 214.000 32,100.00 214.000 32,100.00 F) 72 TRANSITION RAILING (TYPE WB) EA 4,600.0000 9,200.00 2.000 9,200.00 2.000 9,200.00 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 3,000.0000 3,000.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 290.0000 56,260.00 214.000 62,060.00 F) 75 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 1,650.00 0.000 0.00 76 THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 6,287.50 5,592.000 6,990.00 5,592.000 6,990.00 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P3404 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 06/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.1500 1,784.00 154.000 1,717.10 154.000 1,717.10 PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P3404 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 06/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 156,983.85 1,921,722.00 ADJUSTMENT OF COMPENSATION -13,787.50 -10,907.50 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 143,196.35 1,910,814.50 78 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 2,032,070.00 TOTAL WORK COMPLETED 143,196.35 2,010,814.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 143,196.35 2,010,814.50 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 07/09/09 435 07/24/09 07/24/09 10/24/11 214 95 32 0 95% 99% PROGRESS IS SATISFACTORY PEND'G DAYS *** SUSPENDED ON 10/08/10. HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/26/10