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 10/20/06 EST. NO.06 TIME 07:33 AM R.E. NAME: MOAID LAYMOUN 04-270514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 1,567.50 E.W. @ F.A.(+) 051906 N 0008.0 0002 1,155.00 080406 N 0066.0 005 0001 52.10 E.W. @ F.A.(+) 053106 N 0035.0 0002 9,873.60 060106 N 0036.0 0003 52.10 060106 N 0037.0 0004 853.35 060906 N 0038.0 0005 9,820.80 060906 N 0039.0 0006 9,845.55 061206 N 0040.0 0007 9,817.50 061306 N 0043.0 0008 275.96 061406 N 0044.0 0010 465.22 061306 N 0020.0 0011 260.34 060906 N 0021.0 0012 685.47 060206 N 0022.0 0013 9,181.70 053106 N 0023.0 0014 9,163.00 053006 N 0024.0 0015 52.10 053006 N 0033.0 0016 275.96 053006 N 0034.0 63,397.25 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 63,397.25 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 10/20/06 EST. NO.06 TIME 07:33 AM R.E. NAME: MOAID LAYMOUN 04-270514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270514 TIME 07:33 AM ESTIMATE NO. 06 BID OPENING 11/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 10/20/06 LOCATION PROGRESS ESTIMATE 04-SCL-680-M0.0/M7.6 ----------------- OJ JONES & SONS INC IN SANTA CLARA COUNTY IN SAN JOSE 3045 ALFRED ST. AND MILPITAS FROM THE ROUTE 280 AND SANTA CLARA, CA 95054 101 JUNCTION TO CALAVERAS ROAD FED. AID NO. ACIM-680 -1(64)E ,G-680 -1(64)E REPLACE EXISTING MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 325,000.0000 325,000.00 0.147 47,775.00 0.861 279,825.00 03 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.140 5,600.00 0.840 33,600.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,700.0000 54,000.00 11.000 29,700.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 2.000 5,000.00 6.000 15,000.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625.00 S) 08 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.140 28,000.00 0.840 168,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 2.000 14,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 15.0000 367,500.00 8,248.000 123,720.00 24,400.000 366,000.00 11 TEMPORARY CRASH CUSHION MODULE EA 100.0000 11,200.00 28.000 2,800.00 84.000 8,400.00 S) 12 ABANDON CULVERT M 50.0000 17,500.00 196.080 9,804.00 13 ABANDON INLET EA 900.0000 16,200.00 6.000 5,400.00 19.000 17,100.00 14 REMOVE SINGLE METAL BEAM BARRIER M 19.0000 26,790.00 468.000 8,892.00 1,402.000 26,638.00 15 REMOVE DOUBLE METAL BEAM BARRIER M 17.0000 193,800.00 3,785.000 64,345.00 11,353.000 193,001.00 16 REMOVE FLARED END SECTION EA 650.0000 5,200.00 6.000 3,900.00 7.000 4,550.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 40,260.00 0.000 0.00 STRIPE 18 REMOVE PAVEMENT MARKER EA 2.0000 3,340.00 0.000 0.00 19 REMOVE GUTTER DRAIN M 35.0000 10,500.00 201.000 7,035.00 20 REMOVE CULVERT M 33.0000 55,110.00 0.740 24.42 426.540 14,075.82 21 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 1,100.0000 5,500.00 0.000 0.00 22 REMOVE INLET EA 750.0000 26,250.00 16.000 12,000.00 PROGRAM CAS145 PAGE 2 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270514 TIME 07:33 AM ESTIMATE NO. 06 BID OPENING 11/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST INLET EA 1,600.0000 11,200.00 4.000 6,400.00 7.000 11,200.00 24 ADJUST UTILITY COVER EA 1,200.0000 2,400.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.9000 110,200.00 55,963.000 106,329.70 S) 26 REMOVE CONCRETE (DRAINAGE LINER) M3 150.0000 12,900.00 125.000 18,750.00 125.000 18,750.00 27 CAP INLET EA 850.0000 12,750.00 3.000 2,550.00 14.000 11,900.00 28 CAP MANHOLE EA 950.0000 2,850.00 3.000 2,850.00 29 ROADWAY EXCAVATION M3 22.0000 479,600.00 6,954.000 152,988.00 23,641.000 520,102.00 30 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 31 SAND BACKFILL M3 115.0000 7,015.00 61.000 7,015.00 61.000 7,015.00 32 CLASS 4 AGGREGATE SUBBASE M3 12.0000 223,200.00 6,954.000 83,448.00 19,637.000 235,644.00 33 ASPHALT CONCRETE (TYPE A) TONN 83.0000 1,585,300.00 262.000 21,746.00 6,490.000 538,670.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 272,000.00 58.620 99,654.00 35 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 180,200.00 106.000 36,040.00 404.130 137,404.20 36 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 459,000.00 354.000 120,360.00 37 750 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 1,500.00 0.340 510.00 38 900 MM ALTERNATIVE PIPE CULVERT M 900.0000 15,300.00 0.000 0.00 39 1050 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 0.000 0.00 40 MINOR CONCRETE (GUTTER DEPRESSION) M3 625.0000 14,375.00 4.280 2,675.00 16.600 10,375.00 41 MISCELLANEOUS IRON AND STEEL KG 3.0000 23,688.00 3,700.000 11,100.00 SF) 42 SINGLE THRIE BEAM BARRIER (STEEL POST) M 76.0000 63,840.00 200.000 15,200.00 S) 43 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 121.0000 255,310.00 780.000 94,380.00 S) 44 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 369.0000 9,594.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 60) M 125.0000 621,250.00 377.490 47,186.25 3,152.000 394,000.00 46 CONCRETE BARRIER (TYPE 60A) M 170.0000 40,120.00 79.000 13,430.00 134.610 22,883.70 F) 47 CONCRETE BARRIER (TYPE 60C) M 180.0000 723,600.00 947.660 170,578.80 3,204.000 576,720.00 48 CONCRETE BARRIER (TYPE 60E) M 450.0000 126,000.00 60.000 27,000.00 206.000 92,700.00 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 26,840.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270514 TIME 07:33 AM ESTIMATE NO. 06 BID OPENING 11/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 8,350.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270514 TIME 07:33 AM ESTIMATE NO. 06 BID OPENING 11/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 885,263.47 4,243,851.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 63,397.25 63,397.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 948,660.72 4,307,248.67 51 MOBILIZATION LS 750,000.0000 750,000.00 0.050 37,500.00 1.000 750,000.00 ORIGINAL CONTRACT AMOUNT 7,593,032.00 TOTAL WORK COMPLETED 986,160.72 5,057,248.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 986,160.72 5,057,248.67 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 12/07/05 143 04/24/06 04/24/06 11/15/06 125 0 0 0 65% 87% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE CCO DAYS PENDING MOAID LAYMOUN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/20/06