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 10/20/06 EST. NO.08 TIME 07:41 AM R.E. NAME: HAL STREATER 04-1S2814 --------------------------------------------------------------------------- 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 0050 436.80 E.W. @ F.A.(+) 081606 N 901048 0051 436.80 081706 N 901049 0052 472.31 082906 N 901050 0053 436.80 083006 N 901051 0054 412.12 060706 N 901052 0055 573.05 060806 N 901053 0056 592.42 060906 N 901054 0057 512.96 061206 N 901055 0058 479.35 061306 N 901056 0059 1,347.81 061406 N 901057 0060 769.43 061506 N 901058 0062 438.60 061906 N 901060 0064 257.57 062106 N 901062 0065 412.12 062206 N 901063 0066 479.35 062306 N 901064 0067 445.73 062606 N 901065 0068 438.60 062706 N 901066 0070 476.18 070506 N 901068 0074 512.23 072606 N 901072 0075 512.23 072706 N 901073 0076 436.80 072806 N 901074 0077 354.90 080406 N 901075 0078 300.30 080706 N 901076 0079 436.80 080906 N 901077 0080 436.80 081006 N 901078 0081 436.80 081106 N 901079 0082 487.00 081406 N 901080 0083 163.81 082406 N 901081 0084 511.65 070506 N 901082 14,007.32 TOTAL THIS ESTIMATE 21,741.92 TOTAL PREVIOUS ESTIMATE 35,749.24 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 10/20/06 EST. NO.08 TIME 07:41 AM R.E. NAME: HAL STREATER 04-1S2814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:41 AM ESTIMATE NO. 08 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 10/20/06 LOCATION PROGRESS ESTIMATE 04-SON-116-4.4/21.3 ----------------- GRANITE CONSTRUCTION COMPANY IN SONOMA COUNTY ABOUT 0.2 KM 1500 GROVE STREET NORTH OF JENNER AND ABOUT 0.7 KM HEALDSBURG, CA 95448 EAST OF DUNCANS MILLS FED. AID NO. ER-35M0(4)E REPAIR STORM DAMAGE AT 2 LOCATIONS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 0.100 375.00 0.850 3,187.50 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.900 27,000.00 03 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.010 70.00 0.980 6,860.00 S) 04 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.050 2,250.00 0.950 42,750.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 7.0000 7,490.00 913.400 6,393.80 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 550.00 19.000 475.00 S) 07 TEMPORARY PAVEMENT MARKER EA 10.0000 980.00 86.000 860.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,700.0000 17,700.00 0.750 13,275.00 0.750 13,275.00 S) 09 TEMPORARY RAILING (TYPE K) M 100.0000 20,000.00 4.800 480.00 200.000 20,000.00 10 TEMPORARY CRASH CUSHION MODULE EA 175.0000 8,750.00 50.000 8,750.00 11 REMOVE CABLE ANCHOR ASSEMBLY EA 700.0000 700.00 1.000 700.00 12 REMOVE WHITE TRAFFIC STRIPE M 7.0000 2,730.00 487.600 3,413.20 13 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 4,100.00 608.900 6,089.00 14 REMOVE CULVERT EA 968.0000 968.00 1.000 968.00 15 REMOVE DOWNDRAIN EA 950.0000 950.00 1.000 950.00 16 ADJUST VALVE BOX FRAME AND COVER TO EA 850.0000 1,700.00 0.000 0.00 GRADE 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 15,180.00 0.000 0.00 S) 18 ROADWAY EXCAVATION M3 150.0000 21,000.00 128.440 19,266.00 19 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 20 STRUCTURE EXCAVATION M3 200.0000 28,400.00 142.000 28,400.00 F) 21 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 200.0000 25,000.00 125.000 25,000.00 F) 22 STRUCTURE BACKFILL M3 200.0000 1,200.00 6.000 1,200.00 F) PROGRAM CAS145 PAGE 2 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:41 AM ESTIMATE NO. 08 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 3,750.00 75.000 3,750.00 F) 24 IMPORTED MATERIAL (SHOULDER BACKING) TONN 70.0000 6,650.00 7.730 541.10 25 STRAW (EROSION CONTROL) TONN 3,250.0000 1,625.00 0.000 0.00 S) 26 FIBER (EROSION CONTROL) KG 1.5000 270.00 0.000 0.00 S) 27 WILLOW WATTLE (PLANT GROUP W) M 450.0000 27,900.00 0.000 0.00 S) 28 BRUSH BOX (PLANT GROUP W) M 665.0000 73,150.00 0.000 0.00 S) 29 FASCINE POLE DRAIN (PLANT GROUP W) M 250.0000 22,500.00 0.000 0.00 S) 30 COMPOST (EROSION CONTROL) M3 642.0000 963.00 0.000 0.00 S) 31 PURE LIVE SEED (EROSION CONTROL) KG 286.0000 2,574.00 0.000 0.00 S) 32 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 275.00 0.000 0.00 S) 33 STABILIZING EMULSION (EROSION CONTROL) KG 4.7000 126.90 0.000 0.00 S) 34 CLASS 2 AGGREGATE BASE M3 125.0000 16,250.00 129.250 16,156.25 35 ASPHALT CONCRETE (TYPE A) TONN 136.0000 59,840.00 21.270 2,892.72 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 20.0000 960.00 0.000 0.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 20.0000 2,800.00 0.000 0.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 660.00 0.000 0.00 39 SOLDIER PILE (HP 310 X 143) M 225.0000 60,750.00 474.000 106,650.00 843.000 189,675.00 40 600 MM DRILLED HOLE M 150.0000 24,000.00 504.000 75,600.00 664.000 99,600.00 41 MICROPILE (PIPE NPS 8 X-STRONG) M 250.0000 255,000.00 1,015.600 253,900.00 42 MICROPILE M 225.0000 99,000.00 440.000 99,000.00 (#36 REINFORCEMENT EPOXY COATED) 43 MICROPILE MONITORING SYSTEM LS 27,500.0000 27,500.00 0.050 1,375.00 1.000 27,500.00 44 STRUCTURAL CONCRETE M3 825.0000 39,600.00 48.000 39,600.00 F) 45 STRUCTURAL CONCRETE M3 825.0000 56,100.00 68.000 56,100.00 F) (SOLDIER PILE WALL) 46 CLASS 3 CONCRETE (BACKFILL) M3 650.0000 29,250.00 135.650 88,172.50 180.650 117,422.50 F) 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 19,800.00 0.440 726.00 7.210 11,896.50 F) 48 ARCHITECTURAL TREATMENT M2 450.0000 18,900.00 40.000 18,000.00 40.000 18,000.00 F) (CEDAR STAKE WOOD TEXTURE) 49 BAR REINFORCING STEEL KG 2.4000 22,305.60 9,294.000 22,305.60 SF) PROGRAM CAS145 PAGE 3 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:41 AM ESTIMATE NO. 08 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TREATED/PAINTED TIMBER LAGGING M3 3,500.0000 49,000.00 0.000 0.00 F) 51 CLEAN AND PAINT STEEL SOLDIER PILE LS 30,000.0000 30,000.00 0.800 24,000.00 52 PREPARE AND STAIN CONCRETE M2 480.0000 20,160.00 0.000 0.00 53 450 MM PLASTIC PIPE M 850.0000 20,400.00 3.000 2,550.00 24.000 20,400.00 54 600 MM PLASTIC PIPE M 420.0000 3,360.00 8.000 3,360.00 55 200 MM BITUMINOUS COATED PERFORATED M 180.0000 12,060.00 67.000 12,060.00 STEEL PIPE UNDERDRAIN (2.01 MM THICK) 56 200 MM NON-PERFORATED STEEL PIPE M 300.0000 2,100.00 7.000 2,100.00 UNDERDRAIN (2.01 MM THICK) 57 CLASS 1 PERMEABLE MATERIAL M3 90.0000 540.00 6.000 540.00 F) 58 450 MM BITUMINOUS COATED STEEL EA 750.0000 750.00 1.000 750.00 1.000 750.00 FLARED END SECTION 59 600 MM BITUMINOUS COATED STEEL EA 820.0000 820.00 1.000 820.00 FLARED END SECTION 60 ROCK SLOPE PROTECTION M3 300.0000 1,800.00 3.200 960.00 6.000 1,800.00 (FACING, METHOD B) 61 ROCK SLOPE PROTECTION FABRIC M2 10.0000 240.00 13.200 132.00 24.000 240.00 62 MINOR CONCRETE (MISCELLANEOUS M3 1,700.0000 1,700.00 1.000 1,700.00 1.000 1,700.00 CONSTRUCTION) 63 MINOR CONCRETE (GUTTER) M3 1,500.0000 9,000.00 6.000 9,000.00 6.000 9,000.00 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,250.00 108.000 540.00 450.000 2,250.00 F) 65 MISCELLANEOUS METAL (SOLDIER PILE WALL) KG 12.0000 28,260.00 1,178.000 14,136.00 1,178.000 14,136.00 SF) 66 UNDERDRAIN MARKER EA 40.0000 80.00 0.000 0.00 67 MARKER (CULVERT) EA 40.0000 80.00 0.000 0.00 68 OBJECT MARKER (TYPE P) EA 80.0000 160.00 0.000 0.00 69 OBJECT MARKER (TYPE L-1) EA 27.0000 54.00 0.000 0.00 70 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 1,575.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE 60D) M 220.0000 16,060.00 73.000 16,060.00 73.000 16,060.00 F) 72 TRANSITION RAILING (TYPE WB) EA 3,560.0000 7,120.00 1.000 3,560.00 1.000 3,560.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 4,250.00 1.000 2,125.00 1.000 2,125.00 S) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 14,200.00 0.000 0.00 S) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 980.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:41 AM ESTIMATE NO. 08 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 358,486.50 1,293,778.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,007.32 35,749.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 372,493.82 1,329,527.41 76 MOBILIZATION LS 149,000.0000 149,000.00 1.000 149,000.00 ORIGINAL CONTRACT AMOUNT 1,496,646.50 TOTAL WORK COMPLETED 372,493.82 1,478,527.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 372,493.82 1,478,527.41 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 12/20/05 145 11/24/05 05/08/06 11/14/06 127 68 20 3 81% 75% PROGRESS IS SATISFACTORY HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/20/06