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 11/20/06 EST. NO.06 TIME 06:17 PM R.E. NAME: KURAI 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/20/06 EST. NO.06 TIME 06:17 PM R.E. NAME: KURAI 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 8,000.00 -102,000.00 LIQUIDATED DAMAGES LATE PICKUP FOR LANE -23,400.00 03 0.00 -23,400.00 TOTAL DEDUCTIONS 8,000.00 -125,400.00 PROGRAM CAS145 PAGE 1 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 06:17 PM ESTIMATE NO. 06 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 11/20/06 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 11/20/06 LOCATION PROGRESS ESTIMATE 04-ALA-680-R12.4/R18.0 ----------------- RGW CONSTRUCTION COMPANY IN ALAMEDA COUNTY IN PLEASANTON 550 GREENVILLE RD FROM KOOPMAN ROAD UNDERCROSSING TO LIVERMORE, CA 94551 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD LS 240,000.0000 240,000.00 0.875 210,000.00 03 PREPARE STORM WATER POLLUTION LS 3,600.0000 3,600.00 0.750 2,700.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.775 15,500.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500.00 06 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.700 8,400.00 S) 07 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 0.100 17,000.00 0.850 144,500.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 18,000.00 0.500 1,500.00 5.000 15,000.00 S) 09 REMOVE METAL BEAM GUARD RAILING M 30.0000 5,700.00 0.000 0.00 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 0.000 0.00 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 29,939.000 59,878.00 (30 MM MAXIMUM) 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 44,660.00 4,617.000 10,157.40 (45 MM MAXIMUM) 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 12,425.00 0.000 0.00 (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 0.250 1,000.00 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 7.000 280.00 7.000 280.00 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 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 06:17 PM ESTIMATE NO. 06 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 11/20/06 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 215,160.00 426.060 28,119.96 3,746.760 247,286.16 25 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.0000 1,544,400.00 12,734.150 1,375,288.20 26 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 100.0000 993,000.00 0.000 0.00 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 77.000 308.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 38,000.00 5,976.000 23,904.00 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 25.510 16,581.50 37.920 24,648.00 32 REPLACE CONCRETE PAVEMENT M3 920.0000 2,290,800.00 200.210 184,193.20 2,941.930 2,706,575.60 (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 55.700 100,260.00 55.700 100,260.00 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 0.000 0.00 37 JOINT SEAL (MR 30 MM) M 144.0000 25,920.00 0.000 0.00 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 0.000 0.00 S) 41 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 4,500.00 0.000 0.00 S) 42 THERMOPLASTIC PAVEMENT MARKING M2 61.0000 9,760.00 0.000 0.00 S) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 64,950.00 21,229.730 31,844.60 21,229.730 31,844.60 S) 44 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 6,400.00 535.370 2,676.85 535.370 2,676.85 S) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 390.00 96.950 126.04 96.950 126.04 S) (BROKEN 5.18 M - 2.14 M) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 24,925.00 3,589.000 8,972.50 3,589.000 8,972.50 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 29,055.00 914.000 5,941.00 914.000 5,941.00 S) 48 LOOP DETECTOR REPLACEMENT LS 28,000.0000 28,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 06:17 PM ESTIMATE NO. 06 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 11/20/06 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 400,370.65 6,916,344.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 504.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 400,370.65 6,916,848.84 49 MOBILIZATION LS 861,000.0000 861,000.00 1.000 861,000.00 ORIGINAL CONTRACT AMOUNT 9,161,325.00 TOTAL WORK COMPLETED 400,370.65 7,777,848.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 -125,400.00 TOTAL 408,370.65 7,652,448.84 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 05/23/06 80 06/22/06 06/07/06 12/28/06 60 52 9 2 80% 65% PROGRESS IS SATISFACTORY KURAI BHOOPEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/20/06