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 07/22/09 EST. NO.06 TIME 11:12 AM 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 --------------------------------------------------------------------------- *** 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 07/22/09 EST. NO.06 TIME 11:12 AM R.E. NAME: TIMMONS, KELLY 01-291714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 03 RECEIVED CEM 4401 10,000.00 06 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -5,000.00 06 -5,000.00 -5,000.00 TOTAL DEDUCTIONS 5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 11:12 AM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/22/09 LOCATION 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 25.000 15,000.00 89.000 53,400.00 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 0.200 1,260.00 0.870 5,481.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 8.0000 2,000.00 45.000 360.00 07 TEMPORARY SILT FENCE M 9.0000 6,300.00 250.000 2,250.00 575.000 5,175.00 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 0.750 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 0.120 1,632.00 0.400 5,440.00 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 0.120 1,740.00 0.400 5,800.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 230.0000 483.00 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 0.110 7,777.00 0.750 53,025.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,650.0000 13,300.00 0.250 1,662.50 1.250 8,312.50 S) PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 11:12 AM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 17,460.00 S) 26 ABANDON CULVERT EA 935.0000 1,870.00 1.000 935.00 2.000 1,870.00 27 REMOVE FENCE (TYPE BW) M 8.0000 2,560.00 23.000 184.00 320.000 2,560.00 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 222,000.00 547.400 16,422.00 2,000.000 60,000.00 39 LEAD COMPLIANCE PLAN LS 3,780.0000 3,780.00 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 40.000 4,560.00 82.000 9,348.00 F) 42 LEAN CONCRETE BACKFILL M3 292.0000 79,716.00 72.500 21,170.00 273.000 79,716.00 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 375,999.00 286.340 89,051.74 1,209.200 376,061.20 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 11:12 AM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 147,280.00 250.200 35,028.00 1,052.000 147,280.00 51 TIEBACK ANCHOR EA 4,155.0000 752,055.00 35.000 145,425.00 35.000 145,425.00 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 35.900 11,164.90 198.000 61,578.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,710.0000 6,669.00 0.900 1,539.00 3.900 6,669.00 F) 55 BAR REINFORCING STEEL (EPOXY COATED) KG 2.6500 118,190.00 11,150.000 29,547.50 11,150.000 29,547.50 SF)(RETAINING WALL) 56 TIMBER LAGGING M3 1,140.0000 171,000.00 34.280 39,079.20 63.000 71,820.00 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 27.500 13,255.00 39.700 19,135.40 (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 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291714 TIME 11:12 AM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 438,682.84 1,447,077.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 36,485.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 438,682.84 1,483,562.93 74 MOBILIZATION LS 354,000.0000 354,000.00 0.950 336,300.00 ORIGINAL CONTRACT AMOUNT 3,561,828.00 TOTAL WORK COMPLETED 438,682.84 1,819,862.93 MATERIALS ON HAND ON SITE 38,344.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -5,000.00 TOTAL 443,682.84 1,853,207.83 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 90 18 3 1 49% 38% PROGRESS IS SATISFACTORY TIMMONS, KELLY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09