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 07/27/09 EST. NO.02 TIME 07:39 AM R.E. NAME: NANUGONDA, VEERA 01-474004 --------------------------------------------------------------------------- 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 07/27/09 EST. NO.02 TIME 07:39 AM R.E. NAME: NANUGONDA, VEERA 01-474004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474004 TIME 07:39 AM ESTIMATE NO. 02 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 07/27/09 LOCATION PROGRESS ESTIMATE 01-MEN-101-36.0/38.2 ----------------- NORTH BAY CONSTRUCTION INC IN MENDOCINO COUNTY ABOUT 13 MILES P O BOX 6004 SOUTH OF WILLITS FROM 0.6 MI NORTH PETALUMA CA 949556004 OF BAKERS CREEK ROAD TO 3.6 MI NORTH OF RIDGEWOOD RANCH ROAD FED. AID NO. ER-43H3(4)E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 185.0000 185.00 0.500 92.50 0.500 92.50 03 PREPARE STORM WATER POLLUTION LS 2,270.0000 2,270.00 0.750 1,702.50 PREVENTION PLAN 04 TEMPORARY GRAVEL BAG BERM M 25.0000 1,350.00 0.000 0.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 3,200.00 -1.000 -3,200.00 0.000 0.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 400.00 5.000 500.00 08 STREET SWEEPING LS 7,000.0000 7,000.00 1.000 7,000.00 09 CONSTRUCTION AREA SIGNS LS 8,800.0000 8,800.00 0.200 1,760.00 0.700 6,160.00 10 TRAFFIC CONTROL SYSTEM LS 77,500.0000 77,500.00 0.320 24,800.00 0.500 38,750.00 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 30.0000 480.00 7.800 234.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 11,620.00 6,932.000 4,852.40 13 CHANNELIZER (SURFACE MOUNTED) EA 31.0000 17,050.00 351.000 10,881.00 14 TEMPORARY PAVEMENT MARKER M 3.0000 1,410.00 260.000 780.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.800 4,800.00 1.000 6,000.00 16 TEMPORARY RAILING (TYPE K) M 27.5000 291,500.00 4,188.000 115,170.00 17 TEMPORARY TRANSITION CONCRETE M 360.0000 5,040.00 0.000 0.00 BARRIER 18 TEMPORARY CRASH CUSHION MODULE EA 340.0000 33,320.00 84.000 28,560.00 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 15,340.00 4,793.000 9,586.00 12,456.000 24,912.00 STRIPE 20 REMOVE WHITE TRAFFIC STRIPE M 0.8000 12,000.00 2,346.000 1,876.80 21 REMOVE PAVEMENT MARKING M2 3.0000 72.00 11.700 35.10 11.700 35.10 22 REMOVE CHANNELIZERS EA 25.0000 11,000.00 351.000 8,775.00 PROGRAM CAS145 PAGE 2 DATE 07/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474004 TIME 07:39 AM ESTIMATE NO. 02 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 07/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 75.0000 450.00 2.000 150.00 2.000 150.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 40.5000 67,635.00 648.000 26,244.00 648.000 26,244.00 25 ADJUST INLET EA 1,000.0000 5,000.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 6,650.00 10,350.770 51,753.85 10,350.770 51,753.85 27 REMOVE CONCRETE BARRIER M 39.0000 99,060.00 2,735.000 106,665.00 28 ROADWAY EXCAVATION M3 13.0000 205,400.00 10,880.080 141,441.04 11,880.080 154,441.04 29 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 30 ASBESTOS COMPLIANCE PLAN LS 1,175.0000 1,175.00 1.000 1,175.00 (NATURALLY OCCURING ASBESTOS) 31 DUST CONTROL PLAN LS 1,255.0000 1,255.00 1.000 1,255.00 (NATURALLY OCCURRING ASBESTOS) 32 LIGHTWEIGHT FILL M3 92.0000 501,400.00 4,000.000 368,000.00 4,000.000 368,000.00 (EXPANDED POLYSTYRENE BLOCK) 33 GEOTEXTILE CUSHION M2 6.0000 10,920.00 2,880.000 17,280.00 2,880.000 17,280.00 34 GEOMEMBRANE (GAS RESISTANT) M2 32.0000 58,240.00 2,880.000 92,160.00 2,880.000 92,160.00 35 EROSION CONTROL (TYPE D) M2 2.5000 4,875.00 0.000 0.00 36 CLASS 2 AGGREGATE BASE M3 58.0000 30,740.00 0.000 0.00 37 ASPHALT TREATED PERMEABLE BASE M3 242.0000 13,068.00 0.000 0.00 38 HOT MIX ASPHALT (TYPE A) TONN 110.0000 2,167,000.00 0.000 0.00 39 HOT MIX ASPHALT (OPEN GRADED) TONN 125.0000 337,500.00 0.000 0.00 40 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 1.0000 1.00 0.000 0.00 PAVEMENT INTERLAYER) 41 GEOSYNTHETIC PAVEMENT INTERLAYER M2 10.0000 3,300.00 0.000 0.00 42 CENTERLINE RUMBLE STRIP STA 35.0000 15,750.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 43 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 3.7500 5,212.50 0.000 0.00 44 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 3.7500 900.00 0.000 0.00 45 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.7500 2,062.50 0.000 0.00 46 PLACE HOT MIX ASPHALT M2 75.0000 900.00 0.000 0.00 (MISCELLANEOUS AREA) 47 TACK COAT TONN 780.0000 19,500.00 0.000 0.00 48 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 350.00 0.000 0.00 (1.6 MM-UNFRAMED) 49 ROADSIDE SIGN - ONE POST EA 350.0000 350.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474004 TIME 07:39 AM ESTIMATE NO. 02 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 07/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 1050 MM PLASTIC PIPE CULVERT M 350.0000 24,150.00 0.000 0.00 (HIGH DENSITY POLYETHYLENE) 51 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 82.0000 4,838.00 59.000 4,838.00 59.000 4,838.00 (2.01 MM THICK) 52 80 MM SLOTTED PLASTIC PIPE M 145.0000 26,100.00 230.250 33,386.25 230.250 33,386.25 (EDGE DRAIN) 53 80 MM UNSLOTTED PLASTIC PIPE M 150.0000 8,700.00 0.000 0.00 (EDGE DRAIN) 54 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 170.0000 16,660.00 0.000 0.00 55 FILTER FABRIC M2 2.7000 11,205.00 3,825.000 10,327.50 3,825.000 10,327.50 56 CLASS 1 PERMEABLE MATERIAL M3 67.0000 77,720.00 992.500 66,497.50 992.500 66,497.50 57 300 MM CORRUGATED STEEL PIPE UNDERDRAIN M 44.0000 748.00 17.000 748.00 17.000 748.00 (2.01 MM THICK) 58 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 120.0000 4,440.00 0.000 0.00 (2.01 MM THICK) 59 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 3,625.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 34.0000 4,420.00 0.000 0.00 61 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 3,600.00 0.000 0.00 62 OBJECT MARKER (TYPE L-1) EA 40.0000 120.00 0.000 0.00 63 METAL BEAM GUARD RAILING M 81.5000 6,846.00 0.000 0.00 64 VEGETATION CONTROL (MINOR CONCRETE) M2 51.0000 132,600.00 191.000 9,741.00 191.000 9,741.00 65 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 2,600.00 1.000 650.00 1.000 650.00 66 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 10,200.00 1.000 2,550.00 1.000 2,550.00 67 PORTABLE CONCRETE BARRIER (TYPE 60K) M 232.0000 589,280.00 0.000 0.00 68 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 14,490.00 0.000 0.00 69 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 5,100.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 70 PAVEMENT MARKER EA 7.0000 10,850.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 07/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474004 TIME 07:39 AM ESTIMATE NO. 02 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 07/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 866,640.74 1,208,143.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 866,640.74 1,208,143.44 71 MOBILIZATION LS 50,000.0000 50,000.00 0.450 22,500.00 0.950 47,500.00 ORIGINAL CONTRACT AMOUNT 5,076,773.00 TOTAL WORK COMPLETED 889,140.74 1,255,643.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 889,140.74 1,255,643.44 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 05/04/09 50 06/08/09 05/19/09 08/30/09 30 14 0 0 24% 60% PROGRESS IS SATISFACTORY NANUGONDA, VEERA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/09