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 02/14/08 EST. NO.17 TIME 09:21 AM R.E. NAME: HAL STREATER 04-1S3224 --------------------------------------------------------------------------- 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 0076 1,241.77 E.W. @ F.A.(+) 092807 N 0132.0 0077 1,296.99 100107 N 0133.0 003 0047-1 -6,666.27 E.W. @ F.A.(+) 042307 N 102 0 DAO CORRECTING ENTRY 0048-1 -3,258.54 042407 N 103 0 DAO CORRECTING ENTRY 0055 2,803.17 050207 N 118 0 0055-1 -2,803.17 050207 N 118 0 DAO CORRECTING ENTRY 004 0001 2,725.72 E.W. @ F.A.(+) 050806 N 1 0 0002 1,415.77 050906 N 2 0 0003 2,806.84 060506 N 3 0 0004 6,188.72 060606 N 4 0 0005 3,780.50 060706 N 5 0 0006 1,142.79 060906 N 6 0 0007 671.36 021507 N 7 0 0008 1,087.80 021607 N 8 0 0009 505.36 022007 N 9 0 0010 2,803.17 050207 N 118 0 15,741.98 TOTAL THIS ESTIMATE 216,542.97 TOTAL PREVIOUS ESTIMATE 232,284.95 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 02/14/08 EST. NO.17 TIME 09:21 AM R.E. NAME: HAL STREATER 04-1S3224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 09:21 AM ESTIMATE NO. 17 BID OPENING 08/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/01/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 02/14/08 LOCATION RERUN SEMI-FINAL ESTIMATE 04-SON-116-8.3/ .0 ------------------------- GORDON N BALL IN SONOMA COUNTY NEAR MONTE RIO AT 333 CAMILLE AVENUE 0.8 KM EAST OF HOHEMIAN HIGHWAY ALAMO, CA 94507 FED. AID NO. ER-35L9(4)E CONSTRUCT TIEBACK WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 RELOCATE WATER VALVE EA 3,000.0000 6,000.00 1.000 3,000.00 02 TEMPORARY FENCE (TYPE CL-1.8) M 45.0000 1,350.00 30.000 1,350.00 03 1.2 M TEMPORARY CHAIN LINK GATE EA 600.0000 600.00 1.000 600.00 (TYPE CL-1.8) 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 1.000 3,000.00 06 CONSTRUCTION SITE DEWATERING AND L 0.0700 21,210.00 217,250.000 15,207.50 227,250.000 15,907.50 NON-STORM WATER DISCHARGE CONTROL 07 TEMPORARY HYDRAULIC MULCH (BFM) M2 1.0000 883.00 0.000 0.00 08 TEMPORARY SILT FENCE M 20.0000 5,000.00 90.000 1,800.00 135.700 2,714.00 09 TEMPORARY PERIMETER FENCE M 150.0000 31,950.00 91.500 13,725.00 (TYPE WM 1.8) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 1,000.00 1.000 1,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0.00 12 TEMPORARY COVER M2 1.0000 1,200.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 600.00 2.000 600.00 14 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 500.0000 1,500.00 1.210 605.00 3.250 1,625.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,050.00 41.000 1,025.00 S) 18 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 95.0000 26,600.00 280.850 26,680.75 S) 20 TEMPORARY CRASH CUSHION MODULE EA 175.0000 12,600.00 70.000 12,250.00 S) 21 REMOVE TRAFFIC STRIPE M 20.0000 4,600.00 460.000 9,200.00 22 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 2 DATE 02/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 09:21 AM ESTIMATE NO. 17 BID OPENING 08/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/01/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 02/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TREE EA 5,000.0000 10,000.00 3.000 15,000.00 24 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 11,200.00 140.000 11,200.00 F) 25 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 150.0000 93,000.00 620.000 93,000.00 F) 26 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 45.0000 5,850.00 130.000 5,850.00 F) 27 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 100.0000 1,100.00 11.000 1,100.00 F) 28 SOIL NAIL ASSEMBLY M 125.0000 275,000.00 2,200.000 275,000.00 29 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 30 STRAW (EROSION CONTROL) TONN 1,000.0000 500.00 0.120 120.00 S) 31 FIBER (EROSION CONTROL) KG 3.0000 225.00 10.230 30.69 S) 32 COMPOST (EROSION CONTROL) M3 500.0000 500.00 2.100 1,050.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 1.000 1,000.00 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,200.00 1.860 372.00 S) 35 STABILIZING EMULSION (EROSION CONTROL) KG 15.0000 240.00 8.700 130.50 S) 36 CLASS 4 AGGREGATE SUBBASE M3 100.0000 1,700.00 138.720 13,872.00 158.670 15,867.00 37 ASPHALT CONCRETE (TYPE A) TONN 150.0000 10,500.00 12.800 1,920.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 50.0000 1,750.00 12.105 605.25 145.305 7,265.25 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 STEEL SOLDIER PILE (W 360 X 592) M 725.0000 456,750.00 11.000 7,975.00 630.000 456,750.00 41 TIEBACK ANCHOR EA 7,000.0000 728,000.00 104.000 728,000.00 S) 42 TIEBACK LOAD MONITORING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 43 STRUCTURAL CONCRETE, WALER M3 800.0000 177,600.00 222.000 177,600.00 F) 44 CLASS 1 CONCRETE (BACKFILL) M3 200.0000 48,800.00 244.000 48,800.00 F) 45 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 16,200.00 8.100 16,200.00 F) 46 ARCHITECTURAL TEXTURE M2 130.0000 44,200.00 340.000 44,200.00 F) (TEXTURED SHOTCRETE) 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 BAR REINFORCING STEEL KG 2.5000 176,000.00 70,400.000 176,000.00 SF)(WALER) 49 SHOTCRETE M3 1,200.0000 103,200.00 86.000 103,200.00 F) PROGRAM CAS145 PAGE 3 DATE 02/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 09:21 AM ESTIMATE NO. 17 BID OPENING 08/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/01/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 02/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 7,500.00 13.000 6,500.00 51 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 52 FURNISH AND INSTALL DRAIN PIPE M 10.0000 1,840.00 258.007 2,580.07 (HORIZONTAL DRAIN) 53 DRILL HOLE (HORIZONTAL DRAIN) M 150.0000 22,500.00 291.000 43,650.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 MINOR CONCRETE (GUTTER) M 400.0000 24,000.00 60.000 24,000.00 F) 56 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,044.00 348.000 1,044.00 SF) 57 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 10,400.00 342.020 22,231.30 S) 58 CABLE RAILING M 80.0000 4,800.00 60.000 4,800.00 SF) 59 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,000.0000 12,000.00 3.000 12,000.00 S) 60 PAINT TRAFFIC STRIPE (2-COAT) M 8.0000 3,920.00 1,056.810 8,454.48 1,056.810 8,454.48 S) 61 PAVEMENT MARKINGS (TAPE) M2 25.0000 75.00 0.000 0.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 680.00 86.000 860.00 S) 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 765 MM DRILLED HOLE M 450.0000 285,750.00 624.000 280,800.00 65 MINOR CONCRETE (LOWER GUTTER) M3 1,000.0000 5,000.00 5.800 5,800.00 PROGRAM CAS145 PAGE 4 DATE 02/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 09:21 AM ESTIMATE NO. 17 BID OPENING 08/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/01/07 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 02/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 48,519.23 2,899,052.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,741.98 232,284.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 64,261.21 3,131,337.49 66 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 3,196,167.00 TOTAL WORK COMPLETED 64,261.21 3,431,337.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 64,261.21 3,431,337.49 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 10/28/05 180 11/24/05 05/08/06 08/01/07 248 181 3 5 100% 100% HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/14/08