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 10/07/09 EST. NO.12 TIME 02:28 PM R.E. NAME: HISLOP, SCOTT 04-3S8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0008 401.84 E.W. @ F.A.(+) 071609 N 0034.0 0009 12,073.00 E.W. @ L.S.(+) 070209 N 0000 0 0010 2,587.50 071409 N 0001 0 15,062.34 TOTAL THIS ESTIMATE 9,623.93 TOTAL PREVIOUS ESTIMATE 24,686.27 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 10/07/09 EST. NO.12 TIME 02:28 PM R.E. NAME: HISLOP, SCOTT 04-3S8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION -10,000.00 12 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/07/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8404 TIME 02:28 PM ESTIMATE NO. 12 BID OPENING 09/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/09 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/07/09 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SON-1-26.6/26.7 ---------------------------------------- GORDON N. BALL, INC IN SONOMA COUNTY NEAR JENNER 3.4 KM 333 CAMILLE AVENUE NORTH OF RUSSIAN GULCH BRIDGE ALAMO, CA 94507 FED. AID NO. ER-43GO(4)E CONSTRUCT TIE BACK RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 8.0000 1,920.00 240.000 1,920.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.100 100.00 1.000 1,000.00 S) PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 35.0000 525.00 100.000 3,500.00 05 TEMPORARY SILT FENCE M 15.0000 3,600.00 472.000 7,080.00 06 TEMPORARY COVER M2 2.0000 9,600.00 4,890.000 9,780.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 800.00 3.000 600.00 08 STREET SWEEPING LS 2,000.0000 2,000.00 1.000 2,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000.00 10 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 41,000.0000 41,000.00 1.000 41,000.00 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 440.00 2.200 440.00 13 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,040.00 26.000 1,040.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 90.0000 26,100.00 280.000 25,200.00 17 TEMPORARY CRASH CUSHION MODULE EA 200.0000 4,400.00 22.000 4,400.00 S) 18 ABANDON CULVERT EA 1,000.0000 2,000.00 2.000 2,000.00 19 REMOVE METAL BEAM GUARD RAILING M 55.0000 3,795.00 5.090 279.95 72.390 3,981.45 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 8,520.00 710.000 8,520.00 STRIPE 21 REMOVE TRAFFIC STRIPE M 4.0000 2,840.00 155.000 620.00 22 REMOVE PAVEMENT MARKER EA 5.0000 500.00 100.000 500.00 PROGRAM CAS145 PAGE 2 DATE 10/07/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8404 TIME 02:28 PM ESTIMATE NO. 12 BID OPENING 09/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/09 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/07/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 300.0000 600.00 2.000 600.00 24 CLEARING AND GRUBBING LS 7,500.0000 7,500.00 1.000 7,500.00 25 ROADWAY EXCAVATION M3 32.0000 138,240.00 4,252.000 136,064.00 26 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 27 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 32.0000 26,240.00 820.000 26,240.00 F) 28 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 30.0000 2,010.00 67.000 2,010.00 F) 29 CONCRETE BACKFILL FAST SETTING M3 400.0000 8,800.00 21.710 8,684.00 30 LEAN CONCRETE BACKFILL M3 250.0000 20,500.00 82.000 20,500.00 F) 31 EROSION CONTROL (TYPE D) M2 1.0000 4,800.00 4,800.000 4,800.00 S) 32 EROSION CONTROL (NETTING) M2 12.0000 1,440.00 120.000 1,440.00 S) 33 FIBER ROLLS M 15.0000 2,550.00 152.500 2,287.50 S) 34 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 S) 35 CLASS 2 AGGREGATE BASE M3 65.0000 8,450.00 76.820 4,993.30 36 HOT MIX ASPHALT (TYPE A) TONN 175.0000 35,000.00 186.770 32,684.75 37 STEEL SOLDIER PILE (HP 360X132) M 280.0000 193,200.00 690.000 193,200.00 S) 38 600 MM DRILLED HOLE M 260.0000 183,560.00 696.850 181,181.00 S) 39 TIEBACK ANCHOR EA 4,500.0000 378,000.00 84.000 378,000.00 S) 40 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 163,000.00 163.000 163,000.00 F) 41 CLASS 2 CONCRETE BACKFILL M3 300.0000 30,300.00 98.410 29,523.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 12,000.00 5.750 11,500.00 F) 43 BAR REINFORCING STEEL (EPOXY COATED) KG 3.5000 113,876.00 32,536.000 113,876.00 SF) 44 TIMBER LAGGING M3 1,150.0000 115,000.00 100.000 115,000.00 F) 45 CLEAN AND PAINT STEEL SOLDIER PILE LS 70,000.0000 70,000.00 1.000 70,000.00 S) 46 PREPARE AND STAIN CONCRETE M2 30.0000 19,830.00 595.000 17,850.00 S) 47 450 MM PLASTIC PIPE M 600.0000 10,200.00 16.500 9,900.00 48 450 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 14,000.00 13.600 13,600.00 STEEL PIPE (1.63 MM THICK) 49 450 MM BITUMINOUS COATED CORRUGATED M 300.0000 7,800.00 25.800 7,740.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) PROGRAM CAS145 PAGE 3 DATE 10/07/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8404 TIME 02:28 PM ESTIMATE NO. 12 BID OPENING 09/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/09 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/07/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM ANCHOR ASSEMBLY EA 200.0000 1,600.00 8.000 1,600.00 51 450 MM CORRUGATED STEEL PIPE ENERGY EA 400.0000 800.00 2.000 800.00 DISSIPATOR (1.63 MM THICK) 52 ROCK SLOPE PROTECTION M3 200.0000 3,400.00 16.800 3,360.00 (FACING, METHOD B) 53 ROCK SLOPE PROTECTION FABRIC M2 5.0000 220.00 43.600 218.00 54 MISCELLANEOUS IRON AND STEEL KG 4.0000 1,776.00 444.000 1,776.00 SF) 55 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 16,500.00 148.580 16,343.80 S) 56 CABLE RAILING M 65.0000 7,410.00 114.000 7,410.00 SF) 57 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,420.00 811.000 1,622.00 S) (SPRAYABLE) 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,130.00 810.000 2,430.00 S) 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,000.00 108.000 1,080.00 S) PROGRAM CAS145 PAGE 4 DATE 10/07/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8404 TIME 02:28 PM ESTIMATE NO. 12 BID OPENING 09/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/09 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/07/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379.95 1,785,894.80 ADJUSTMENT OF COMPENSATION 0.00 -10,000.00 EXTRA WORK 15,062.34 34,686.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,442.29 1,810,581.07 60 MOBILIZATION LS 190,000.0000 190,000.00 1.000 190,000.00 ORIGINAL CONTRACT AMOUNT 1,986,732.00 TOTAL WORK COMPLETED 15,442.29 2,000,581.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 5,442.29 1,990,581.07 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/15/08 120 01/20/09 10/30/08 09/25/09 116 59 0 0 100% 100% HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/07/09