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 09/20/07 EST. NO.15 TIME 10:45 AM R.E. NAME: HAL STREATER 04-1S2824 --------------------------------------------------------------------------- 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 0037 606.55 E.W. @ F.A.(+) 082807 N 0233.0 0038 635.40 082907 N 0234.0 0039 524.29 083007 N 0235.0 0040 746.50 090507 N 0236.0 0041 404.34 090707 N 0237.0 005 0001 265,000.00 A.C. @ L.S.(+) 082207 N 001 0 006 0001 1,352.58 E.W. @ F.A.(+) 061906 N 0144.0 0002 541.42 062006 N 0145.0 0003 1,137.88 062106 N 0146.0 0004 1,976.47 062906 N 0147.0 0005 376.23 031507 N 0148.0 0006 2,943.25 070506 N 0149.0 0007 1,957.87 070606 N 0150.0 0008 2,106.80 070706 N 0151.0 0009 477.38 070706 N 0152.0 0010 1,502.68 121506 N 0153.0 0011 870.05 121506 N 0154.0 0012 2,074.37 050807 N 0232.0 0013 964.79 060706 N 0138.0 0014 2,597.21 060806 N 0139.0 0015 797.46 060906 N 0140.0 0016 1,438.11 061406 N 0141.0 0017 2,833.60 061506 N 0142.0 0018 1,592.92 061606 N 0143.0 295,458.15 TOTAL THIS ESTIMATE 42,672.59 TOTAL PREVIOUS ESTIMATE 338,130.74 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 09/20/07 EST. NO.15 TIME 10:45 AM R.E. NAME: HAL STREATER 04-1S2824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2824 TIME 10:45 AM ESTIMATE NO. 15 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/20/07 LOCATION PROGRESS ESTIMATE 04-SON-116-3.2/ .0 ----------------- 04-SON-116-10.3/ .0 GORDON N BALL IN SONOMA COUNTY ABOUT 0.5 KM WEST 333 CAMILLE AVENUE OF DUNCANS MILLS ALAMO, CA 94507 FED. AID NO. ER-35M0(4)E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,225.00 213.000 3,195.00 02 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.900 1,800.00 04 NON-STORM WATER DISCHARGES LS 5,000.0000 5,000.00 1.000 5,000.00 05 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.900 3,600.00 S) 06 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.100 2,000.00 0.900 18,000.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 70.0000 1,050.00 18.410 1,288.70 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 8.0000 960.00 0.000 0.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 325.00 13.000 325.00 S) 10 TEMPORARY SIGNAL SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 90.0000 18,000.00 195.000 17,550.00 13 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 27.000 4,725.00 14 REMOVE CABLE ANCHOR ASSEMBLY EA 1,000.0000 1,000.00 1.000 1,000.00 15 REMOVE METAL BEAM GUARD RAILING M 35.0000 4,200.00 116.600 4,081.00 16 REMOVE WHITE TRAFFIC STRIPE M 4.0000 680.00 162.000 648.00 17 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 525.00 0.000 0.00 18 REMOVE YELLOW TRAFFIC STRIPE M 35.0000 4,900.00 264.000 9,240.00 19 REMOVE CULVERT EA 800.0000 2,400.00 3.000 2,400.00 20 REMOVE INLET EA 600.0000 1,800.00 3.000 1,800.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 95.0000 8,455.00 89.000 8,455.00 S) (WOOD POST) 22 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 10,290.00 1,461.000 10,227.00 1,461.000 10,227.00 S) PROGRAM CAS145 PAGE 2 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2824 TIME 10:45 AM ESTIMATE NO. 15 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 200.0000 34,000.00 94.590 18,918.00 163.880 32,776.00 24 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 25 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 13,100.00 131.000 13,100.00 F) 26 STRUCTURE BACKFILL (RETAINING WALL) M3 200.0000 10,600.00 53.000 10,600.00 F) 27 GEOSYNTHETIC REINFORCED EMBANKMENT M2 5.0000 3,500.00 422.640 2,113.20 28 COMMERCIAL FERTILIZER (SLOW RELEASE) KG 5.0000 600.00 72.000 360.00 S) 29 TURF REINFORCEMENT MAT (EROSION CONTROL) M2 50.0000 12,500.00 242.550 12,127.50 S) 30 STRAW (EROSION CONTROL) TONN 4,000.0000 1,600.00 0.210 840.00 S) 31 FIBER (EROSION CONTROL) KG 5.0000 950.00 120.000 600.00 S) 32 FIBER ROLLS M 25.0000 2,750.00 110.000 2,750.00 S) 33 COMPOST (EROSION CONTROL) M3 5.0000 35.00 4.200 21.00 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 1,100.00 6.780 678.00 S) 35 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 140.00 9.000 90.00 S) 36 PLANT (GROUP W) EA 70.0000 9,100.00 0.000 0.00 S) 37 CLASS 2 AGGREGATE BASE M3 115.0000 11,155.00 54.530 6,270.95 102.160 11,748.40 38 ASPHALT CONCRETE (TYPE A) TONN 160.0000 59,200.00 256.260 41,001.60 310.270 49,643.20 39 ASPHALT CONCRETE (OPEN GRADED) TONN 160.0000 12,640.00 0.000 0.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 50.0000 2,000.00 0.000 0.00 41 MICROPILE (STEEL PIPE NPS 8 XX-STRONG) M 420.0000 609,000.00 1,450.000 609,000.00 42 MICROPILE (NO.36 REINFORCEMENT EPOXY M 223.0000 356,800.00 1,600.000 356,800.00 COATED) 43 INCLINOMETER MONITORING SYSTEM LS 18,000.0000 18,000.00 1.000 18,000.00 44 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 59,500.00 85.000 59,500.00 F) 45 CLASS 4 CONCRETE (BACKFILL) M3 400.0000 2,000.00 5.500 2,200.00 46 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 18,300.00 6.100 18,300.00 F) 47 ARCHITECTURAL SURFACE (TEXTURED M2 300.0000 29,100.00 97.000 29,100.00 F) SHOTCRETE) 48 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 102,500.00 41,000.000 102,500.00 SF) 49 SHOTCRETE M3 1,800.0000 36,000.00 20.000 36,000.00 F) PROGRAM CAS145 PAGE 3 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2824 TIME 10:45 AM ESTIMATE NO. 15 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM PLASTIC PIPE M 250.0000 1,000.00 4.000 1,000.00 51 450 MM PLASTIC PIPE M 800.0000 43,200.00 56.000 44,800.00 52 300 MM PERFORATED PLASTIC PIPE M 100.0000 13,000.00 123.000 12,300.00 UNDERDRAIN 53 450 MM ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800.00 54 DRAINAGE INLET MARKER EA 50.0000 300.00 0.000 0.00 55 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 1,400.00 6.240 1,248.00 56 ROCK SLOPE PROTECTION M3 200.0000 680.00 0.000 0.00 (BACKING NO. 1, METHOD B) 57 ROCK SLOPE PROTECTION FABRIC M2 5.0000 185.00 25.400 127.00 58 MISCELLANEOUS IRON AND STEEL KG 2.0000 1,960.00 980.000 1,960.00 F) 59 CALIFORNIA ST-30 RAIL DELINEATOR EA 15.0000 60.00 0.000 0.00 (400 MM) 60 DELINEATOR (CLASS 1) EA 30.0000 210.00 0.000 0.00 61 UNDERDRAIN MARKER EA 30.0000 60.00 0.000 0.00 62 MARKER (CULVERT) EA 30.0000 150.00 0.000 0.00 63 TRANSITION RAILING (TYPE WB) EA 4,000.0000 8,000.00 2.000 8,000.00 S) 64 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 S) 65 CALIFORNIA ST-30 BRIDGE RAIL (MODIFIED) M 480.0000 48,480.00 101.000 48,480.00 F) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 8,400.00 0.000 0.00 S) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 820.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S2824 TIME 10:45 AM ESTIMATE NO. 15 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 81,417.55 1,683,897.00 ADJUSTMENT OF COMPENSATION 265,000.00 265,000.00 EXTRA WORK 30,458.15 73,130.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 376,875.70 2,022,027.74 68 MOBILIZATION LS 180,000.0000 180,000.00 1.000 180,000.00 ORIGINAL CONTRACT AMOUNT 1,910,535.00 TOTAL WORK COMPLETED 376,875.70 2,202,027.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 376,875.70 2,202,027.74 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 11/18/05 155 11/24/05 06/05/06 10/20/07 318 127 103 65 93% 98% PROGRESS IS SATISFACTORY HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/07