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 11/07/07 EST. NO.15 TIME 07:10 AM R.E. NAME: KURANI, BHOOPEN 04-0C6904 --------------------------------------------------------------------------- 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 0004 672.04 E.W. @ F.A.(+) 070207 N 0054.1 0005 1,792.51 071007 N 0055.1 0006 1,792.51 071107 N 0056.1 0008 15,620.85 091907 N 0062.2 0009 791.42 070707 N 0053.2 0010 697.76 071307 N 0057.2 004 0001 5,570.47 A.C. @ U.P.(+) 060407 N 01 0 008 0006 3,565.00 E.W. @ U.P (+) 051007 N 0 0 012 0001 240,966.09 E.W. @ L.S.(+) 072207 N 01 0 0002 12,000.00 A.C. @ L.S.(+) 072207 N 2 0 283,468.65 TOTAL THIS ESTIMATE 824,555.75 TOTAL PREVIOUS ESTIMATE 1,108,024.40 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 11/07/07 EST. NO.15 TIME 07:10 AM R.E. NAME: KURANI, BHOOPEN 04-0C6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ATPB MIX EXPIRED -30,000.00 02 SWPPP VIOLATION -80,000.00 04 WPCP 8,000.00 06 ATPB EXPIRED MIX 29,000.00 07 SWPPP VIOLATION 72,000.00 07 ACCIDENT CLAIM -924.81 11 MATERIAL OUT OF COMP -2,552.41 12 0.00 -4,477.22 LIQUIDATED DAMAGES LATE PICKUP FOR LANE -23,400.00 03 LATE LANE PICKUP 23,400.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 -4,477.22 PROGRAM CAS145 PAGE 1 DATE 11/07/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:10 AM ESTIMATE NO. 15 BID OPENING 04/19/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/07 R.E. NAME: KURANI, BHOOPEN DATE OF THIS ESTIMATE 11/07/07 LOCATION RERUN FINAL ESTIMATE 04-ALA-680-R12.4/R18.0 -------------------- RGW CONSTRUCTION IN ALAMEDA COUNTY IN PLEASANTON 550 GREENVILLE ROAD FROM KOOPMAN ROAD UNDERCROSSING TO LIVERMORE, CA 94550 0.6 KM SOUTH OF WEST LAS POSITAS BOULEVARD OVERCROSSING FED. AID NO. N O N E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000.00 02 TIME-RELATED OVERHEAD LS 240,000.0000 240,000.00 1.000 240,000.00 03 PREPARE STORM WATER POLLUTION LS 3,600.0000 3,600.00 1.000 3,600.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,500.0000 7,500.00 1.000 7,500.00 06 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 1.000 170,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 18,000.00 6.000 18,000.00 S) 09 REMOVE METAL BEAM GUARD RAILING M 30.0000 5,700.00 398.178 11,945.34 10 REMOVE ASPHALT CONCRETE DIKE M 6.0000 58,740.00 9,790.000 58,740.00 11 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 7,200.00 859.175 68,734.00 12 ADJUST INLET EA 2,000.0000 28,000.00 0.000 0.00 13 ADJUST FRAME AND GRATE TO GRADE EA 1,200.0000 15,600.00 27.000 32,400.00 14 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,400.00 31,441.000 62,882.00 (30 MM MAXIMUM) 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 44,660.00 20,300.000 44,660.00 (45 MM MAXIMUM) 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 12,425.00 4,275.000 10,687.50 (60 MM MAXIMUM) 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2500 33,150.00 6,226.000 20,234.50 (75 MM MAXIMUM) 18 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 19 IMPORTED MATERIAL (SHOULDER BACKING) TONN 62.0000 47,740.00 0.000 0.00 20 AGGREGATE BASE (APPROACH SLAB) M3 40.0000 280.00 21.780 871.20 21 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 750.0000 22,500.00 10.000 7,500.00 22 SEAL RANDOM CRACKS LNKM 2,500.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/07/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:10 AM ESTIMATE NO. 15 BID OPENING 04/19/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/07 R.E. NAME: KURANI, BHOOPEN DATE OF THIS ESTIMATE 11/07/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 564,000.00 1,746.000 523,800.00 24 ASPHALT CONCRETE (TYPE A) TONN 66.0000 215,160.00 4,594.720 303,251.52 25 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.0000 1,544,400.00 14,735.990 1,591,486.92 26 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 100.0000 993,000.00 10,007.390 1,000,739.00 27 PAVEMENT REINFORCING FABRIC M2 1.8000 17,730.00 5,561.000 10,009.80 28 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 210.000 840.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 38,000.00 9,191.000 36,764.00 30 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 720.00 0.000 0.00 31 ASPHALTIC EMULSION (PAINT BINDER) TONN 650.0000 156,000.00 77.470 50,355.50 32 REPLACE CONCRETE PAVEMENT M3 920.0000 2,290,800.00 2,968.140 2,730,688.80 (RAPID STRENGTH CONCRETE) 33 GRIND EXISTING CONCRETE M2 7.9000 916,400.00 108,900.000 860,310.00 S) PAVEMENT 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,800.0000 126,000.00 70.000 126,000.00 F) (TYPE R) 35 PAVING NOTCH EXTENSION M3 7,000.0000 21,000.00 3.000 21,000.00 36 CLEAN EXPANSION JOINT M 34.0000 6,120.00 180.000 6,120.00 37 JOINT SEAL (MR 30 MM) M 144.0000 25,920.00 180.000 25,920.00 38 80 MM PLASTIC PIPE (EDGE DRAIN) M 92.0000 375,360.00 4,012.000 369,104.00 39 DOWNDRAIN ENTRACE (TYPE 1) EA 550.0000 2,750.00 0.000 0.00 40 METAL BEAM GUARD RAILING (WOOD POST) M 89.0000 15,130.00 13.760 1,224.64 213.568 19,007.55 S) 41 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 4,500.00 2.000 4,500.00 2.000 4,500.00 S) 42 THERMOPLASTIC PAVEMENT MARKING M2 61.0000 9,760.00 175.400 10,699.40 S) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 64,950.00 44,974.990 67,462.49 S) 44 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 6,400.00 2,231.410 11,157.05 S) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 390.00 541.150 703.50 S) (BROKEN 5.18 M - 2.14 M) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 24,925.00 9,647.000 24,117.50 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 29,055.00 4,547.000 29,555.50 S) 48 LOOP DETECTOR REPLACEMENT LS 28,000.0000 28,000.00 1.000 28,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/07/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:10 AM ESTIMATE NO. 15 BID OPENING 04/19/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/07 R.E. NAME: KURANI, BHOOPEN DATE OF THIS ESTIMATE 11/07/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,724.64 8,655,347.07 ADJUSTMENT OF COMPENSATION 17,570.47 149,546.50 EXTRA WORK 265,898.18 958,477.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 289,193.29 9,763,371.47 49 MOBILIZATION LS 861,000.0000 861,000.00 1.000 861,000.00 ORIGINAL CONTRACT AMOUNT 9,161,325.00 TOTAL WORK COMPLETED 289,193.29 10,624,371.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,477.22 TOTAL 289,193.29 10,619,894.25 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 05/23/06 80 06/07/06 06/07/06 08/03/07 126 154 37 9 100% 100% KURANI, BHOOPEN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/07/07