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 12/21/06 EST. NO.08 TIME 01:14 PM 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 0005-1 -2,305.79 E.W. @ F.A.(+) 031006 N 0005.0 DAO CORRECTING ENTRY 0006-1 -737.15 021706 N 0006.0 DAO CORRECTING ENTRY 0011-3 -864.99 031506 N 0011.0 DAO CORRECTING ENTRY 0015-1 -2,802.71 041506 N 0015.0 DAO CORRECTING ENTRY 0016-1 -316.45 041406 N 0016.0 DAO CORRECTING ENTRY 0017-1 -11,420.64 042106 N 0017.0 DAO CORRECTING ENTRY 0018-1 -2,664.01 031506 N 0018.0 DAO CORRECTING ENTRY 0019-1 -4,127.50 031706 N 0019.0 DAO CORRECTING ENTRY 0031-1 -70.81 042106 N 0031.0 DAO CORRECTING ENTRY 0046-1 -242.85 062306 N 0045.0 DAO CORRECTING ENTRY 0050 218.99 072506 N 0049.0 0051 819.34 081406 N 0050.0 0052 593.36 081706 N 0051.0 0053-1 -2,659.37 080906 N 0052.0 DAO CORRECTING ENTRY 0054-1 -470.93 081406 N 0053.0 DAO CORRECTING ENTRY 0055 701.25 091806 N 0054.0 003 0001 2,305.79 E.W. @ F.A.(+) 031006 N 0001 0 0002 737.15 021706 N 0002 0 0003 864.99 031506 N 0003 0 0004 2,802.71 041506 N 4 0 0005 316.45 041406 N 5 0 0006 11,420.64 042106 N 6 0 0007 2,664.01 031506 N 7 0 0008 4,127.50 031706 N 8 0 0009 70.81 042106 N 9 0 0010 242.85 062306 N 10 0 0011 2,659.37 080906 N 11 0 0012 470.93 081406 N 12 0 2,332.94 TOTAL THIS ESTIMATE 44,449.37 TOTAL PREVIOUS ESTIMATE 46,782.31 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 12/21/06 EST. NO.08 TIME 01:14 PM 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 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 01:14 PM ESTIMATE NO. 08 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 12/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 12/21/06 LOCATION RERUN PROGRESS 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 0.750 750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.100 300.00 0.600 1,800.00 06 CONSTRUCTION SITE DEWATERING AND L 0.0700 21,210.00 10,000.000 700.00 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 45.700 914.00 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 2.000 600.00 14 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.950 2,850.00 S) 15 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 0.850 85,000.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 500.0000 1,500.00 2.040 1,020.00 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 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 01:14 PM ESTIMATE NO. 08 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 12/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 93,000.00 120.000 18,000.00 520.000 78,000.00 F) 26 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 45.0000 5,850.00 0.000 0.00 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 275,000.00 508.000 63,500.00 1,975.000 246,875.00 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 0.000 0.00 S) 31 FIBER (EROSION CONTROL) KG 3.0000 225.00 0.000 0.00 S) 32 COMPOST (EROSION CONTROL) M3 500.0000 500.00 0.000 0.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 0.000 0.00 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,200.00 0.000 0.00 S) 35 STABILIZING EMULSION (EROSION CONTROL) KG 15.0000 240.00 0.000 0.00 S) 36 CLASS 4 AGGREGATE SUBBASE M3 100.0000 1,700.00 0.000 0.00 37 ASPHALT CONCRETE (TYPE A) TONN 150.0000 10,500.00 35.290 5,293.50 38 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 50.0000 1,750.00 64.000 3,200.00 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 456,750.00 619.000 448,775.00 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 0.670 33,500.00 1.000 50,000.00 S) 43 STRUCTURAL CONCRETE, WALER M3 800.0000 177,600.00 240.000 192,000.00 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 0.000 0.00 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 5.410 6,492.00 71.550 85,860.00 F) PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 01:14 PM ESTIMATE NO. 08 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 12/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 55.200 552.00 165.600 1,656.00 (HORIZONTAL DRAIN) 53 DRILL HOLE (HORIZONTAL DRAIN) M 150.0000 22,500.00 45.000 6,750.00 135.000 20,250.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 MINOR CONCRETE (GUTTER) M 400.0000 24,000.00 0.000 0.00 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 64.790 4,211.35 S) 58 CABLE RAILING M 80.0000 4,800.00 0.000 0.00 SF) 59 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,000.0000 12,000.00 1.000 4,000.00 S) 60 PAINT TRAFFIC STRIPE (2-COAT) M 8.0000 3,920.00 0.000 0.00 S) 61 PAVEMENT MARKINGS (TAPE) M2 25.0000 75.00 0.000 0.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 680.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3224 TIME 01:14 PM ESTIMATE NO. 08 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 12/20/06 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 139,694.00 2,647,229.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,332.94 46,782.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,026.94 2,694,011.91 66 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 3,196,167.00 TOTAL WORK COMPLETED 142,026.94 2,994,011.91 MATERIALS ON HAND ON SITE 61,455.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 142,026.94 3,055,467.19 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 10/28/05 180 11/24/05 05/08/06 04/30/07 153 120 0 3 90% 83% PROGRESS IS SATISFACTORY HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/06