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 06/19/09 EST. NO.05 TIME 12:16 PM R.E. NAME: TIMMONS, KELLY 01-291714 --------------------------------------------------------------------------- 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 0007 1,372.71 E.W. @ F.A.(+) 031809 N 007 0 0014 156.71 032709 N 013 0 0016 3,364.85 042209 N 015 0 0017 1,129.52 033009 N 016 0 007 0001 14,056.15 E.W. @ L.S.(+) 060909 N 1 0 20,079.94 TOTAL THIS ESTIMATE 16,405.64 TOTAL PREVIOUS ESTIMATE 36,485.58 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 06/19/09 EST. NO.05 TIME 12:16 PM R.E. NAME: TIMMONS, KELLY 01-291714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 03 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 12:16 PM ESTIMATE NO. 05 BID OPENING 12/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 06/19/09 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-37.9/38.2 ----------------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR ELK FROM P O BOX 50085 6.8 KM NORTH OF GREENWOOD CREEK WATSONVILLE CA 950775085 BRIDGE TO 3.2 KM SOUTH OF NAVARRO RIVER BRIDGE FED. AID NO. ACST-P001(539)E ,P-P001(539)E CONSTRUCT TIEBACK 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 1,890.0000 1,890.00 0.500 945.00 02 TIME-RELATED OVERHEAD WDAY 600.0000 138,000.00 15.000 9,000.00 64.000 38,400.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 675.00 20.000 300.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,200.0000 2,200.00 0.670 1,474.00 05 PREPARE STORM WATER POLLUTION LS 6,300.0000 6,300.00 0.670 4,221.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 8.0000 2,000.00 45.000 360.00 07 TEMPORARY SILT FENCE M 9.0000 6,300.00 325.000 2,925.00 08 TEMPORARY GRAVEL BAG BERM M 30.0000 7,500.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,430.0000 1,430.00 0.250 357.50 0.750 1,072.50 10 TEMPORARY CHECK DAM M 15.0000 270.00 8.000 120.00 11 MOVE-IN/MOVE-OUT EA 800.0000 2,400.00 1.000 800.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 1,200.00 2.000 800.00 13 STREET SWEEPING LS 13,600.0000 13,600.00 0.070 952.00 0.280 3,808.00 14 TEMPORARY HYDRAULIC MULCH M2 0.3300 3,630.00 1,115.000 367.95 15 CONSTRUCTION AREA SIGNS LS 4,050.0000 4,050.00 0.660 2,673.00 S) 16 TRAFFIC CONTROL SYSTEM LS 14,500.0000 14,500.00 0.070 1,015.00 0.280 4,060.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 230.0000 483.00 5.670 1,304.10 7.710 1,773.30 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 3,260.00 1,630.000 3,260.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 935.00 17.000 935.00 S) 20 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 840.00 0.000 0.00 21 TEMPORARY SIGNAL SYSTEM LS 70,700.0000 70,700.00 0.640 45,248.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,650.0000 13,300.00 0.350 2,327.50 1.000 6,650.00 S) PROGRAM CAS145 PAGE 2 DATE 06/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 12:16 PM ESTIMATE NO. 05 BID OPENING 12/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 06/19/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 80.0000 20,000.00 177.900 14,232.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 175.0000 4,900.00 21.000 3,675.00 S) 25 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 8,730.0000 17,460.00 1.000 8,730.00 2.000 17,460.00 S) 26 ABANDON CULVERT EA 935.0000 1,870.00 1.000 935.00 27 REMOVE FENCE (TYPE BW) M 8.0000 2,560.00 297.000 2,376.00 S) 28 REMOVE MARKER EA 8.0000 64.00 0.000 0.00 29 REMOVE METAL BEAM GUARD RAILING M 20.0000 3,000.00 150.000 3,000.00 S) 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 5,160.00 854.000 10,248.00 S) STRIPE 31 REMOVE CULVERT EA 933.0000 2,799.00 1.000 933.00 32 REMOVE INLET EA 800.0000 800.00 1.000 800.00 33 REMOVE HEADWALL EA 800.0000 800.00 0.000 0.00 34 REMOVE DOWNDRAIN EA 800.0000 800.00 1.000 800.00 35 RESET ROADSIDE SIGN (ONE POST) EA 275.0000 1,375.00 0.000 0.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 5,830.00 0.000 0.00 S) 37 CLEARING AND GRUBBING LS 18,900.0000 18,900.00 1.000 18,900.00 38 ROADWAY EXCAVATION M3 30.0000 222,000.00 1,452.600 43,578.00 39 LEAD COMPLIANCE PLAN LS 3,780.0000 3,780.00 0.250 945.00 1.000 3,780.00 40 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 108.0000 40,176.00 0.000 0.00 F) 41 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 114.0000 12,084.00 42.000 4,788.00 42.000 4,788.00 F) 42 LEAN CONCRETE BACKFILL M3 292.0000 79,716.00 61.500 17,958.00 200.500 58,546.00 F) 43 WEED CONTROL MAT (FIBER) M2 64.0000 21,120.00 0.000 0.00 44 EROSION CONTROL (TYPE D) M2 1.1700 12,870.00 0.000 0.00 S) 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 2,400.00 0.000 0.00 S) 46 CLASS 2 AGGREGATE BASE M3 77.0000 122,430.00 751.000 57,827.00 47 HOT MIX ASPHALT (TYPE A) TONN 127.0000 119,380.00 360.000 45,720.00 48 HOT MIX ASPHALT (OPEN GRADED) TONN 142.0000 53,960.00 0.000 0.00 49 FURNISH STEEL PILING (HP 360 X 152) M 311.0000 375,999.00 284.560 88,498.16 922.860 287,009.46 PROGRAM CAS145 PAGE 3 DATE 06/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 12:16 PM ESTIMATE NO. 05 BID OPENING 12/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 06/19/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 760 MM DRILLED HOLE M 140.0000 147,280.00 254.800 35,672.00 801.800 112,252.00 51 TIEBACK ANCHOR EA 4,155.0000 752,055.00 0.000 0.00 S) 52 STRUCTURAL CONCRETE, RETAINING WALL M3 882.0000 174,636.00 0.000 0.00 F) 53 CLASS 3 CONCRETE (BACKFILL) M3 311.0000 61,578.00 54.100 16,825.10 162.100 50,413.10 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,710.0000 6,669.00 3.000 5,130.00 F) 55 BAR REINFORCING STEEL (EPOXY COATED) KG 2.6500 118,190.00 0.000 0.00 SF)(RETAINING WALL) 56 TIMBER LAGGING M3 1,140.0000 171,000.00 18.600 21,204.00 28.720 32,740.80 F) 57 CLEAN AND PAINT STEEL SOLDIER PILE LS 159,000.0000 159,000.00 0.670 106,530.00 S) 58 600 MM CORRUGATED STEEL PIPE M 482.0000 22,654.00 12.200 5,880.40 (3.51 MM THICK) 59 200 MM PERFORATED PLASTIC M 21.0000 3,780.00 0.000 0.00 PIPE UNDERDRAIN 60 200 MM PLASTIC PIPE (OUTLET) M 39.0000 1,677.00 0.000 0.00 61 FILTER FABRIC M2 1.0000 3,000.00 0.000 0.00 62 CLASS 1 PERMEABLE MATERIAL M3 110.0000 78,100.00 0.000 0.00 63 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 1,100.00 0.000 0.00 64 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 73.0000 2,993.00 0.000 0.00 65 ROCK SLOPE PROTECTION FABRIC M2 1.0000 72.00 0.000 0.00 66 MISCELLANEOUS IRON AND STEEL KG 3.0000 648.00 216.000 648.00 F) 67 MARKER (CULVERT) EA 30.0000 180.00 0.000 0.00 68 GUARD RAILING DELINEATOR EA 20.0000 60.00 0.000 0.00 69 METAL BEAM GUARD RAILING M 75.0000 24,750.00 0.000 0.00 S) 70 CABLE RAILING M 65.0000 12,610.00 0.000 0.00 SF) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 11,900.00 0.000 0.00 S) 73 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 06/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 12:16 PM ESTIMATE NO. 05 BID OPENING 12/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 06/19/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 209,576.36 1,008,394.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,079.94 36,485.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,656.30 1,044,880.09 74 MOBILIZATION LS 354,000.0000 354,000.00 0.950 336,300.00 ORIGINAL CONTRACT AMOUNT 3,561,828.00 TOTAL WORK COMPLETED 229,656.30 1,381,180.09 MATERIALS ON HAND ON SITE 104,127.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 229,656.30 1,475,307.66 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 12/24/08 230 02/18/09 02/17/09 02/18/10 69 18 3 0 37% 30% PROGRESS IS SATISFACTORY TIMMONS, KELLY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/09