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 06/16/06 EST. NO.04 TIME 07:53 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 0012 309.08 E.W. @ F.A.(+) 042106 N 901012 0013 412.12 042406 N 901013 0014 412.12 042506 N 901014 0015 546.57 042606 N 901015 0016 412.12 042706 N 901016 0017 412.12 042806 N 901017 0018 103.02 050106 N 901018 0019 103.02 050206 N 901019 0020 412.12 050306 N 901020 0021 479.35 050406 N 901021 0022 445.73 050506 N 901022 0023 479.35 050806 N 901023 0024 412.12 050906 N 901024 0025 206.06 051006 N 901025 0026 412.12 051006 N 901026 0027 445.73 051106 N 901027 0028 412.12 051106 N 901028 0029 479.35 051206 N 901029 0030 479.35 051206 N 901030 0031 445.73 051506 N 901031 7,819.30 TOTAL THIS ESTIMATE 6,915.74 TOTAL PREVIOUS ESTIMATE 14,735.04 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 06/16/06 EST. NO.04 TIME 07:53 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 06/16/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:53 AM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/16/06 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 0.750 2,812.50 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.280 8,400.00 0.330 9,900.00 03 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.100 700.00 0.850 5,950.00 S) 04 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.350 15,750.00 0.400 18,000.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 7.0000 7,490.00 913.400 6,393.80 913.400 6,393.80 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 550.00 19.000 475.00 19.000 475.00 S) 07 TEMPORARY PAVEMENT MARKER EA 10.0000 980.00 86.000 860.00 86.000 860.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,700.0000 17,700.00 0.000 0.00 S) 09 TEMPORARY RAILING (TYPE K) M 100.0000 20,000.00 195.200 19,520.00 195.200 19,520.00 10 TEMPORARY CRASH CUSHION MODULE EA 175.0000 8,750.00 28.000 4,900.00 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 2,730.00 211.600 1,481.20 487.600 3,413.20 13 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 4,100.00 332.900 3,329.00 608.900 6,089.00 14 REMOVE CULVERT EA 968.0000 968.00 1.000 968.00 1.000 968.00 15 REMOVE DOWNDRAIN EA 950.0000 950.00 1.000 950.00 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 68.000 10,200.00 128.440 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 25,000.00 125.000 25,000.00 F) 22 STRUCTURE BACKFILL M3 200.0000 1,200.00 0.000 0.00 F) PROGRAM CAS145 PAGE 2 DATE 06/16/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:53 AM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/16/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 51.250 6,406.25 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 60,750.00 270.000 60,750.00 270.000 60,750.00 40 600 MM DRILLED HOLE M 150.0000 24,000.00 160.000 24,000.00 160.000 24,000.00 41 MICROPILE (PIPE NPS 8 X-STRONG) M 250.0000 255,000.00 525.000 131,250.00 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 0.330 9,075.00 0.330 9,075.00 44 STRUCTURAL CONCRETE M3 825.0000 39,600.00 24.000 19,800.00 24.000 19,800.00 F) 45 STRUCTURAL CONCRETE M3 825.0000 56,100.00 0.000 0.00 F) (SOLDIER PILE WALL) 46 CLASS 3 CONCRETE (BACKFILL) M3 650.0000 29,250.00 45.000 29,250.00 45.000 29,250.00 F) 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 19,800.00 3.450 5,692.50 3.450 5,692.50 F) 48 ARCHITECTURAL TREATMENT M2 450.0000 18,900.00 0.000 0.00 F) (CEDAR STAKE WOOD TEXTURE) 49 BAR REINFORCING STEEL KG 2.4000 22,305.60 9,294.000 22,305.60 9,294.000 22,305.60 SF) PROGRAM CAS145 PAGE 3 DATE 06/16/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:53 AM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/16/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 9.400 7,990.00 9.400 7,990.00 54 600 MM PLASTIC PIPE M 420.0000 3,360.00 7.500 3,150.00 7.500 3,150.00 55 200 MM BITUMINOUS COATED PERFORATED M 180.0000 12,060.00 0.000 0.00 STEEL PIPE UNDERDRAIN (2.01 MM THICK) 56 200 MM NON-PERFORATED STEEL PIPE M 300.0000 2,100.00 0.000 0.00 UNDERDRAIN (2.01 MM THICK) 57 CLASS 1 PERMEABLE MATERIAL M3 90.0000 540.00 0.000 0.00 F) 58 450 MM BITUMINOUS COATED STEEL EA 750.0000 750.00 0.000 0.00 FLARED END SECTION 59 600 MM BITUMINOUS COATED STEEL EA 820.0000 820.00 0.000 0.00 FLARED END SECTION 60 ROCK SLOPE PROTECTION M3 300.0000 1,800.00 0.000 0.00 (FACING, METHOD B) 61 ROCK SLOPE PROTECTION FABRIC M2 10.0000 240.00 0.000 0.00 62 MINOR CONCRETE (MISCELLANEOUS M3 1,700.0000 1,700.00 0.000 0.00 CONSTRUCTION) 63 MINOR CONCRETE (GUTTER) M3 1,500.0000 9,000.00 0.000 0.00 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,250.00 108.000 540.00 108.000 540.00 F) 65 MISCELLANEOUS METAL (SOLDIER PILE WALL) KG 12.0000 28,260.00 0.000 0.00 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 0.000 0.00 F) 72 TRANSITION RAILING (TYPE WB) EA 3,560.0000 7,120.00 0.000 0.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 4,250.00 0.000 0.00 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 06/16/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2814 TIME 07:53 AM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/16/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 436,730.10 731,740.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,819.30 14,735.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 444,549.40 746,475.71 76 MOBILIZATION LS 149,000.0000 149,000.00 0.050 7,450.00 1.000 149,000.00 ORIGINAL CONTRACT AMOUNT 1,496,646.50 TOTAL WORK COMPLETED 451,999.40 895,475.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 451,999.40 895,475.71 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 11/08/06 45 68 0 0 58% 31% PROGRESS IS SATISFACTORY HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/16/06