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 02/21/07 EST. NO.09 TIME 07:24 AM 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 --------------------------------------------------------------------------- 007 0001 47,514.00 E.W. @ L.S.(+) 021307 N 0040.0 009 0002 8,500.00 E.W. @ L.S.(+) 021307 N 0037.0 0005 10,500.00 021307 N 0036.1 0007 305,156.35 E.W. @ U.P (+) 021307 N 0038.1 0008 45,778.85 021307 N 0039.1 010 0001 41,660.00 E.W. @ L.S.(+) 021307 N 0034.0 459,109.20 TOTAL THIS ESTIMATE 504.19 TOTAL PREVIOUS ESTIMATE 459,613.39 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 02/21/07 EST. NO.09 TIME 07:24 AM 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 ATPB EXPIRED MIX 29,000.00 07 SWPPP VIOLATION 72,000.00 07 0.00 -1,000.00 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 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:24 AM ESTIMATE NO. 09 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 02/20/07 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 02/21/07 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 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 0.850 144,500.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 18,000.00 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 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 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:24 AM ESTIMATE NO. 09 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 02/20/07 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 360.00 210.000 840.00 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 37.920 24,648.00 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 14.000 98,000.00 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 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 21,299.700 31,949.55 S) 44 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 6,400.00 535.370 2,676.85 S) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 390.00 96.950 126.04 S) (BROKEN 5.18 M - 2.14 M) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 24,925.00 5,322.000 13,305.00 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 29,055.00 2,180.000 14,170.00 S) 48 LOOP DETECTOR REPLACEMENT LS 28,000.0000 28,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C6904 TIME 07:24 AM ESTIMATE NO. 09 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 02/20/07 R.E. NAME: KURAI BHOOPEN DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,157,852.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 459,109.20 459,613.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 459,109.20 7,617,466.25 49 MOBILIZATION LS 861,000.0000 861,000.00 1.000 861,000.00 ORIGINAL CONTRACT AMOUNT 9,161,325.00 TOTAL WORK COMPLETED 459,109.20 8,478,466.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 459,109.20 8,477,466.25 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 03/20/07 60 125 5 4 82% 66% PROGRESS IS SATISFACTORY KURAI BHOOPEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/21/07