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 11/20/07 EST. NO.09 TIME 09:27 AM R.E. NAME: LAYMOUN, MOAID 04-270524 --------------------------------------------------------------------------- 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 1,488.70 E.W. @ F.A.(+) 110107 N 0046.0 0002 1,398.84 110107 N 0047.0 006 0003 1,049.99 E.W. @ F.A.(+) 102507 N 0043.0 007 0005 11,533.86 E.W. @ F.A.(+) 062007 N 0042.0 008 0003 2,450.01 E.W. @ F.A.(+) 071007 N 0038.0 009 0001 4,790.40 A.C. @ L.S.(+) 111007 N 0001 0 0002 33,648.64 E.W. @ L.S.(+) 111307 N 0045.0 0003 923.61 E.W. @ F.A.(+) 110607 N 0048.0 0004 1,306.56 110607 N 0050.0 58,590.61 TOTAL THIS ESTIMATE 91,550.01 TOTAL PREVIOUS ESTIMATE 150,140.62 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 11/20/07 EST. NO.09 TIME 09:27 AM R.E. NAME: LAYMOUN, MOAID 04-270524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC DED. 669.14 TONN -1,304.82 04 0.00 -1,304.82 TOTAL DEDUCTIONS 0.00 -1,304.82 PROGRAM CAS145 PAGE 1 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 09:27 AM ESTIMATE NO. 09 BID OPENING 01/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 11/20/07 LOCATION PROGRESS ESTIMATE 04-SCL-280-R0.0/20.6 ----------------- O. C. JONES & SONS, INC IN SANTA CLARA COUNTY AT VARIOUS 3045 ALFRED STRRET LOCATIONS SANTA CLARA, CA 95054 FED. AID NO. ACIM-280 -1(113)E UPGRADE METAL BEAM 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 4,000.0000 4,000.00 0.750 3,000.00 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 0.125 25,000.00 0.899 179,800.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.125 3,750.00 0.899 26,970.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 50,000.00 1.000 2,500.00 14.000 35,000.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 87,500.00 10.000 3,500.00 100.000 35,000.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.125 81,250.00 0.899 584,350.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 4.000 28,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 40.0000 756,000.00 17,093.700 683,748.00 11 TEMPORARY CRASH CUSHION MODULE EA 175.0000 44,100.00 252.000 44,100.00 S) 12 ABANDON CULVERT M 100.0000 1,200.00 12.000 1,200.00 12.000 1,200.00 13 REMOVE METAL BEAM GUARD RAILING M 50.0000 900.00 18.000 900.00 14 REMOVE SINGLE METAL BEAM BARRIER M 23.0000 188,140.00 8,180.000 188,140.00 15 REMOVE DOUBLE METAL BEAM BARRIER M 23.0000 64,400.00 2,811.800 64,671.40 16 REMOVE ASPHALT CONCRETE DIKE M 8.0000 18,080.00 2,252.000 18,016.00 17 REMOVE CULVERT M 140.0000 10,500.00 6.510 911.40 57.670 8,073.80 18 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000.00 19 REMOVE BASE AND SURFACING M3 110.0000 22,000.00 124.000 13,640.00 20 RELOCATE ROADSIDE SIGN EA 450.0000 1,350.00 0.000 0.00 21 MODIFY INLET EA 2,600.0000 26,000.00 7.000 18,200.00 10.000 26,000.00 22 MODIFY INLET TO MANHOLE EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 09:27 AM ESTIMATE NO. 09 BID OPENING 01/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 78,000.00 8,407.100 33,628.40 13,471.900 53,887.60 24 REMOVE CONCRETE M3 200.0000 10,000.00 2.340 468.00 36.290 7,258.00 25 CLEAN BRIDGE DECK M2 80.0000 1,760.00 22.000 1,760.00 26 CAP INLET EA 800.0000 5,600.00 2.000 1,600.00 7.000 5,600.00 27 REMOVE METAL BEAM BARRIER M 50.0000 1,800.00 36.000 1,800.00 28 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 29 ROADWAY EXCAVATION M3 120.0000 236,400.00 2,197.960 263,755.20 30 ROADWAY EXCAVATION (TYPE Z-2) M3 245.0000 465,500.00 1,110.840 272,155.80 (AERIALLY DEPOSITED LEAD) 31 ROADWAY EXCAVATION (TYPE Z-3) M3 405.0000 376,650.00 867.000 351,135.00 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 33 DITCH EXCAVATION M3 150.0000 2,700.00 0.000 0.00 34 EROSION CONTROL (NETTING) M2 9.0000 2,070.00 150.000 1,350.00 150.000 1,350.00 S) 35 FIBER (EROSION CONTROL) KG 1.0000 700.00 0.000 0.00 S) 36 FIBER ROLLS M 9.0000 17,550.00 0.000 0.00 S) 37 COMPOST (EROSION CONTROL) M3 250.0000 2,500.00 0.000 0.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 10,010.00 0.000 0.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 320.00 0.000 0.00 S) 40 CLASS 4 AGGREGATE SUBBASE M3 55.0000 130,900.00 2,380.000 130,900.00 41 LEAN CONCRETE BASE M3 390.0000 218,400.00 123.200 48,048.00 560.000 218,400.00 42 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 600.0000 5,400.00 0.000 0.00 43 ASPHALT CONCRETE (TYPE A) TONN 110.0000 1,155,000.00 1,693.030 186,233.30 4,747.480 522,222.80 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 35,880.00 0.000 0.00 AREA) 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 150.0000 3,000.00 0.000 0.00 46 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 23,400.00 15.000 13,500.00 15.000 13,500.00 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 224,000.00 9.270 14,832.00 110.670 177,072.00 48 MINOR CONCRETE (BACKFILL) M3 220.0000 451,000.00 336.640 74,060.80 1,335.150 293,733.00 49 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 21,450.00 1.210 199.65 133.180 21,974.70 PROGRAM CAS145 PAGE 3 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 09:27 AM ESTIMATE NO. 09 BID OPENING 01/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 165.0000 10,890.00 44.090 7,274.85 65.960 10,883.40 51 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 523,600.00 15.693 2,667.81 2,618.770 445,190.90 52 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 170.0000 122,400.00 163.030 27,715.10 728.770 123,890.90 53 300 MM SLOTTED CORRUGATED STEEL PIPE M 330.0000 24,090.00 0.000 0.00 (1.63 MM THICK) 54 450 MM SLOTTED CORRUGATED STEEL PIPE M 340.0000 95,200.00 250.000 85,000.00 (2.01 MM THICK) 55 FILTER FABRIC M2 20.0000 1,120.00 0.000 0.00 56 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 35,700.00 169.900 28,883.00 (2.01 MM THICK) 57 300 MM ANCHOR ASSEMBLY EA 800.0000 52,800.00 8.000 6,400.00 38.000 30,400.00 58 300 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 59 ROCK SLOPE PROTECTION M3 1,000.0000 7,000.00 0.000 0.00 (FACING, METHOD B) 60 CONCRETE (DITCH LINING) M3 1,300.0000 32,500.00 25.000 32,500.00 25.000 32,500.00 61 MINOR CONCRETE (MISCELLANEOUS M3 1,700.0000 238,000.00 42.680 72,556.00 42.680 72,556.00 CONSTRUCTION) 62 MISCELLANEOUS IRON AND STEEL KG 4.0000 71,600.00 1,036.000 4,144.00 14,760.000 59,040.00 F) 63 SINGLE THRIE BEAM BARRIER (STEEL POST) M 92.0000 30,360.00 0.000 0.00 64 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 140.0000 376,600.00 1,160.000 162,400.00 1,160.000 162,400.00 65 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 66 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0.00 68 CRASH CUSHION, SAND FILLED EA 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800.00 69 CONCRETE BARRIER (TYPE 60) M 191.0000 166,170.00 832.500 159,007.50 70 CONCRETE BARRIER M 205.0000 135,300.00 565.000 115,825.00 (TYPE 60 - ARCHITECTURALLY TREATED) 71 CONCRETE BARRIER (TYPE 60C) M 257.0000 298,120.00 250.000 64,250.00 1,061.760 272,872.32 72 CONCRETE BARRIER M 416.0000 70,720.00 163.780 68,132.48 (TYPE 60 MODIFIED- ARCHITECTURALLY TREATED) 73 CONCRETE BARRIER (TYPE 60E) M 507.0000 12,675.00 24.950 12,649.65 74 CONCRETE BARRIER M 290.0000 2,227,200.00 7,780.000 2,256,200.00 (TYPE 60C - ARCHITECTURALLY TREATED) 75 CONCRETE BARRIER (TYPE 60A MODIFIED) M 588.0000 21,168.00 35.600 20,932.80 F) PROGRAM CAS145 PAGE 4 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 09:27 AM ESTIMATE NO. 09 BID OPENING 01/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 896,439.31 8,360,777.25 ADJUSTMENT OF COMPENSATION 4,790.40 14,371.24 EXTRA WORK 53,800.21 135,769.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 955,029.92 8,510,917.87 76 MOBILIZATION LS 1150,000.0000 1,150,000.00 1.000 1,150,000.00 ORIGINAL CONTRACT AMOUNT 11,510,873.00 TOTAL WORK COMPLETED 955,029.92 9,660,917.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,304.82 TOTAL 955,029.92 9,659,613.05 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 02/14/07 167 04/16/07 04/16/07 02/05/08 141 10 10 15 80% 71% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 11/20/07