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 05/08/07 EST. NO.13 TIME 10:22 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 0035 486.66 E.W. @ F.A.(+) 051806 N 901035 0036 555.01 051906 N 901036 0038 591.89 052306 N 901038 0073 109.58 071106 N 901071 002 0029 2,354.63 E.W. @ F.A.(+) 111306 N 902029 0030 818.36 120806 N 902028 0031 435.09 052406 N 901039 0032 537.64 052506 N 251928 0033 392.33 061606 N 251930 0034 438.60 062006 N 251932 0035 436.80 062806 N 251935 0036 572.43 070706 N 251936 0037 359.30 071006 N 251937 0039 373.82 071406 N 251939 0039-1 -373.82 071406 N 251939 DAO CORRECTING ENTRY 0040 6,286.38 072106 N 251948 0041 218.40 111306 N 901160 0042 555.01 052206 N 241199 0043 436.80 112206 N 901112 0044 109.20 112006 N 901111 0045 639.73 111106 N 901108 0046 246.66 110706 N 901107 0047 701.51 101706 N 254270 0048 491.40 101706 N 254278 0049 256.35 011707 N 901113 0050 256.35 011807 N 901114 0051 256.35 011907 N 901115 0052 655.20 122006 N 901118 19,197.66 TOTAL THIS ESTIMATE 144,371.72 TOTAL PREVIOUS ESTIMATE 163,569.38 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 05/08/07 EST. NO.13 TIME 10:22 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 05/08/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 10:22 AM ESTIMATE NO. 13 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 01/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 05/08/07 LOCATION SEMI-FINAL 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 1.000 3,750.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 03 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 1.000 7,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 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 1.000 17,700.00 S) 09 TEMPORARY RAILING (TYPE K) M 100.0000 20,000.00 273.000 27,300.00 10 TEMPORARY CRASH CUSHION MODULE EA 175.0000 8,750.00 72.000 12,600.00 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 2.000 1,700.00 GRADE 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 15,180.00 3,133.500 18,801.00 S) 18 ROADWAY EXCAVATION M3 150.0000 21,000.00 177.480 26,622.00 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 05/08/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 10:22 AM ESTIMATE NO. 13 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 01/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 05/08/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 77.250 5,407.50 25 STRAW (EROSION CONTROL) TONN 3,250.0000 1,625.00 0.500 1,625.00 S) 26 FIBER (EROSION CONTROL) KG 1.5000 270.00 180.000 270.00 S) 27 WILLOW WATTLE (PLANT GROUP W) M 450.0000 27,900.00 62.000 27,900.00 S) 28 BRUSH BOX (PLANT GROUP W) M 665.0000 73,150.00 110.000 73,150.00 S) 29 FASCINE POLE DRAIN (PLANT GROUP W) M 250.0000 22,500.00 90.000 22,500.00 S) 30 COMPOST (EROSION CONTROL) M3 642.0000 963.00 1.500 963.00 S) 31 PURE LIVE SEED (EROSION CONTROL) KG 286.0000 2,574.00 9.000 2,574.00 S) 32 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 275.00 220.000 275.00 S) 33 STABILIZING EMULSION (EROSION CONTROL) KG 4.7000 126.90 27.000 126.90 S) 34 CLASS 2 AGGREGATE BASE M3 125.0000 16,250.00 156.870 19,608.75 35 ASPHALT CONCRETE (TYPE A) TONN 136.0000 59,840.00 531.720 72,313.92 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 20.0000 960.00 60.980 1,219.60 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 20.0000 2,800.00 176.450 3,529.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 660.00 35.060 701.20 39 SOLDIER PILE (HP 310 X 143) M 225.0000 60,750.00 843.000 189,675.00 40 600 MM DRILLED HOLE M 150.0000 24,000.00 664.000 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 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 29,250.00 180.650 117,422.50 F) 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 19,800.00 12.000 19,800.00 F) 48 ARCHITECTURAL TREATMENT M2 450.0000 18,900.00 42.000 18,900.00 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 05/08/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 10:22 AM ESTIMATE NO. 13 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 01/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 05/08/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 49,000.00 F) 51 CLEAN AND PAINT STEEL SOLDIER PILE LS 30,000.0000 30,000.00 1.000 30,000.00 52 PREPARE AND STAIN CONCRETE M2 480.0000 20,160.00 42.000 20,160.00 53 450 MM PLASTIC PIPE M 850.0000 20,400.00 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 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 6.000 1,800.00 (FACING, METHOD B) 61 ROCK SLOPE PROTECTION FABRIC M2 10.0000 240.00 24.000 240.00 62 MINOR CONCRETE (MISCELLANEOUS M3 1,700.0000 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 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,250.00 450.000 2,250.00 F) 65 MISCELLANEOUS METAL (SOLDIER PILE WALL) KG 12.0000 28,260.00 2,355.000 28,260.00 SF) 66 UNDERDRAIN MARKER EA 40.0000 80.00 2.000 80.00 67 MARKER (CULVERT) EA 40.0000 80.00 1.000 40.00 68 OBJECT MARKER (TYPE P) EA 80.0000 160.00 2.000 160.00 69 OBJECT MARKER (TYPE L-1) EA 27.0000 54.00 1.000 27.00 70 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 1,575.00 15.000 1,575.00 S) 71 CONCRETE BARRIER (TYPE 60D) M 220.0000 16,060.00 73.000 16,060.00 F) 72 TRANSITION RAILING (TYPE WB) EA 3,560.0000 7,120.00 2.000 7,120.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 4,250.00 2.000 4,250.00 S) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 14,200.00 1,289.000 12,890.00 S) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 980.00 96.000 960.00 S) PROGRAM CAS145 PAGE 4 DATE 05/08/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 10:22 AM ESTIMATE NO. 13 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 01/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 05/08/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,675,240.97 ADJUSTMENT OF COMPENSATION 0.00 30,143.00 EXTRA WORK 19,197.66 133,426.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 19,197.66 1,838,810.35 76 MOBILIZATION LS 149,000.0000 149,000.00 1.000 149,000.00 ORIGINAL CONTRACT AMOUNT 1,496,646.50 TOTAL WORK COMPLETED 19,197.66 1,987,810.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 19,197.66 1,987,810.35 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 12/20/05 145 11/24/05 05/08/06 01/20/07 180 86 15 20 100% 100% HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 DATE 05/08/07