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 05/21/08 EST. NO.08 TIME 08:09 AM R.E. NAME: ARSHAD, MIAN 04-2S2204 --------------------------------------------------------------------------- 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 0004 314.60 E.W. @ F.A.(+) 031208 N 0019.0 0005 383.40 041408 N 0020.0 0006 491.05 041608 N 0021.0 0007 226.77 042108 N 0022.0 0008 226.77 050108 N 0035.0 0009 472.50 031108 N 0018.0 0010 209.08 030508 N 0037.0 0011 286.01 031308 N 0038.0 0012 551.89 032608 N 0039.0 0013 170.07 050608 N 0043.0 0014 170.07 050708 N 0045.0 0015 566.12 050808 N 0048.0 002 0013 934.38 E.W. @ F.A.(+) 030708 N 0016.0 0014 2,718.81 042308 N 0023.0 0015 559.49 042308 N 0024.0 0016 282.35 042408 N 0025.0 0017 190.91 042408 N 0026.0 0018 740.55 042508 N 0027.0 0019 3,441.28 042808 N 0028.0 0020 553.47 042808 N 0029.0 0021 4,482.40 042908 N 0030.0 0022 3,600.08 043008 N 0031.0 0023 2,525.88 043008 N 0032.0 0024 2,324.76 050108 N 0033.0 0025 615.11 050108 N 0034.0 0026 5,801.84 050208 N 0036.0 0027 3,482.16 030808 N 0017.0 0028 4,798.37 050508 N 0042.0 0031 297.73 050708 N 0047.0 0032 699.98 050908 N 0049.0 0033 1,219.55 043008 N 0050.0 0034 319.47 042208 N 0040.0 0035 446.59 042908 N 0041.0 0036 23,424.50 051408 N 0051.0 0037 2,980.26 050508 N 0052.0 0038 1,813.35 051208 N 0053.0 0039 969.71 051308 N 0054.0 0040 4,425.00 051208 N 0055.0 77,716.31 TOTAL THIS ESTIMATE 43,561.90 TOTAL PREVIOUS ESTIMATE 121,278.21 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 05/21/08 EST. NO.08 TIME 08:09 AM R.E. NAME: ARSHAD, MIAN 04-2S2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2S2204 TIME 08:09 AM ESTIMATE NO. 08 BID OPENING 08/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 05/21/08 LOCATION PROGRESS ESTIMATE 04-CC-24-0.3/ .0 ----------------- GORDON N BALL INCORPORATED IN CONTRA COSTA COUNTY IN 333 CAMILLE AVENUE ORINDA AT 0.5 KP WESTBOUND OF FISH ALAMO, CA 94507 RANCH ROAD OFF RAMP FED. AID NO. N O N E CONSTRUCT SOIL NAIL WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 50.0000 6,000.00 90.000 4,500.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.150 750.00 1.000 5,000.00 03 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM 04 TEMPORARY SILT FENCE M 50.0000 9,500.00 180.000 9,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 1,000.00 1.000 1,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.500 500.00 1.000 1,000.00 07 TEMPORARY COVER M2 5.0000 5,000.00 1,250.000 6,250.00 08 TEMPORARY CHECK DAM M 20.0000 1,080.00 19.000 380.00 54.000 1,080.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 2,500.00 5.000 2,500.00 10 STREET SWEEPING LS 1,000.0000 1,000.00 0.150 150.00 1.000 1,000.00 11 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.700 2,100.00 S) 12 TRAFFIC CONTROL SYSTEM LS 32,000.0000 32,000.00 0.250 8,000.00 1.000 32,000.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 15.0000 4,800.00 80.000 1,200.00 220.000 3,300.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 3,000.00 0.250 750.00 1.000 3,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 200.0000 28,000.00 142.000 28,400.00 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,200.00 9.000 1,800.00 17 REMOVE CULVERT M 100.0000 1,000.00 10.000 1,000.00 18 REMOVE CONCRETE LS 5,000.0000 5,000.00 1.000 5,000.00 19 REMOVE CONCRETE (MISCELLANEOUS) M3 500.0000 2,000.00 4.000 2,000.00 20 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 21 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 22 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 143,000.00 2,860.000 143,000.00 F) PROGRAM CAS145 PAGE 2 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2S2204 TIME 08:09 AM ESTIMATE NO. 08 BID OPENING 08/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 200.0000 5,200.00 26.000 5,200.00 F) 24 SOIL NAIL ASSEMBLY M 120.0000 78,840.00 816.630 97,995.60 S) 25 EROSION CONTROL (BLANKET) M2 20.0000 1,600.00 80.000 1,600.00 80.000 1,600.00 26 EROSION CONTROL (TYPE D) M2 3.0000 6,600.00 0.000 0.00 27 FIBER ROLLS M 20.0000 3,800.00 183.000 3,660.00 28 CLASS 4 AGGREGATE SUBBASE M3 150.0000 3,150.00 21.000 3,150.00 21.000 3,150.00 29 ASPHALT CONCRETE (TYPE A) TONN 200.0000 5,000.00 25.000 5,000.00 25.000 5,000.00 30 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 27,300.00 7.260 21,780.00 10.370 31,110.00 31 MINOR CONCRETE (BACKFILL) M3 300.0000 11,100.00 37.000 11,100.00 37.000 11,100.00 32 ARCHITECTURAL TREATMENT M2 100.0000 24,000.00 240.000 24,000.00 F) (TEXTURED SHOTCRETE) 33 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 28,760.00 7,190.000 28,760.00 SF) 34 SHOTCRETE M3 1,000.0000 98,000.00 98.000 98,000.00 SF) 35 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 28,200.00 94.000 28,200.00 94.000 28,200.00 36 900 MM REINFORCED CONCRETE PIPE M 2,000.0000 2,400.00 1.200 2,400.00 1.200 2,400.00 37 450 MM CORRUGATED STEEL PIPE M 350.0000 3,850.00 12.000 4,200.00 (2.01 MM THICK) 38 900 MM CORRUGATED STEEL PIPE M 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000.00 (2.01 MM THICK) 39 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,200.0000 1,440.00 1.200 1,440.00 1.200 1,440.00 (2.01 MM THICK) 40 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 22,000.00 71.000 17,750.00 88.000 22,000.00 (2.01 MM THICK) 41 300 MM ANCHOR ASSEMBLY EA 250.0000 1,500.00 4.000 1,000.00 6.000 1,500.00 42 CONCRETE (DITCH LINING) M3 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 43 MINOR CONCRETE (GUTTER) M 500.0000 40,500.00 81.000 40,500.00 F) 44 MISCELLANEOUS IRON AND STEEL KG 3.0000 2,778.00 675.000 2,025.00 926.000 2,778.00 PROGRAM CAS145 PAGE 3 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2S2204 TIME 08:09 AM ESTIMATE NO. 08 BID OPENING 08/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: ARSHAD, MIAN DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 112,175.00 681,523.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 77,716.31 121,278.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 189,891.31 802,801.81 45 MOBILIZATION LS 70,000.0000 70,000.00 1.000 70,000.00 ORIGINAL CONTRACT AMOUNT 738,098.00 TOTAL WORK COMPLETED 189,891.31 872,801.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 189,891.31 872,801.81 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 10/02/07 110 10/17/07 10/24/07 05/28/08 106 37 0 5 98% 92% PROGRESS IS SATISFACTORY ARSHAD, MIAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/21/08