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 08/26/09 EST. NO.01 TIME 09:34 AM R.E. NAME: NARINE, OUNGKAR 01-478104 --------------------------------------------------------------------------- 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 08/26/09 EST. NO.01 TIME 09:34 AM R.E. NAME: NARINE, OUNGKAR 01-478104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478104 TIME 09:34 AM ESTIMATE NO. 01 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: NARINE, OUNGKAR DATE OF THIS ESTIMATE 08/26/09 LOCATION PROGRESS ESTIMATE 01-MEN-101-1.5/6.5 ----------------- NORTH BAY CONSTRUCTION INC IN MENDOCINO COUNTY NEAR HOPLAND 431 PAYRAN STREET FROM 1.0 MILES SOUTH OF COMMISKEY PETALUMA CA 94952 SIDEHILL VIADUCT TO 0.6 MILES NORTH OF PIETA CREEK BRIDGE FED. AID NO. ER-43H6(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 TEMPORARY FENCE (TYPE ESA) LF 7.5000 2,250.00 467.000 3,502.50 467.000 3,502.50 03 CONSTRUCTION SITE MANAGEMENT LS 185.0000 185.00 1.000 185.00 1.000 185.00 04 PREPARE STORM WATER POLLUTION LS 2,100.0000 2,100.00 0.750 1,575.00 0.750 1,575.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 3.2500 1,755.00 270.000 877.50 270.000 877.50 06 TEMPORARY SILT FENCE LF 1.7000 459.00 135.000 229.50 135.000 229.50 07 TEMPORARY GRAVEL BAG BERM LF 5.0000 4,000.00 200.000 1,000.00 200.000 1,000.00 08 TEMPORARY CHECK DAM LF 7.5000 375.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 900.00 3.000 450.00 3.000 450.00 10 STREET SWEEPING LS 9,600.0000 9,600.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,250.0000 2,250.00 1.000 2,250.00 1.000 2,250.00 12 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 2,610.00 0.000 0.00 13 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 14 TRAFFIC CONTROL SYSTEM LS 12,000.0000 12,000.00 0.500 6,000.00 0.500 6,000.00 15 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0000 31,300.00 25,170.000 25,170.00 25,170.000 25,170.00 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 23,000.00 576.000 14,400.00 576.000 14,400.00 17 TRAFFIC PLASTIC DRUM EA 350.0000 12,950.00 20.000 7,000.00 20.000 7,000.00 18 TEMPORARY PAVEMENT MARKER EA 5.0000 2,750.00 256.000 1,280.00 256.000 1,280.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,225.0000 4,225.00 0.500 2,112.50 0.500 2,112.50 20 TEMPORARY RAILING (TYPE K) LF 15.0000 42,300.00 2,140.000 32,100.00 2,140.000 32,100.00 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 11,565.00 19,822.000 8,919.90 19,822.000 8,919.90 22 REMOVE CULVERT EA 2,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478104 TIME 09:34 AM ESTIMATE NO. 01 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: NARINE, OUNGKAR DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 575.0000 1,150.00 0.000 0.00 24 REMOVE DOWNDRAIN EA 1,400.0000 1,400.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 840.00 0.000 0.00 26 RESET TEMPORARY RAILING (TYPE K) LF 4.5000 5,310.00 0.000 0.00 27 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 28 ROADWAY EXCAVATION CY 13.0000 88,660.00 5,092.000 66,196.00 5,092.000 66,196.00 29 ROADWAY EXCAVATION CY 39.0000 163,800.00 3,500.000 136,500.00 3,500.000 136,500.00 (NATURALLY OCCURRING ASBESTOS) 30 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 31 ASBESTOS COMPLIANCE PLAN LS 2,575.0000 2,575.00 1.000 2,575.00 1.000 2,575.00 (NATURALLY OCCURING ASBESTOS) 32 DUST CONTROL PLAN LS 875.0000 875.00 1.000 875.00 1.000 875.00 (NATURALLY OCCURRING ASBESTOS) 33 SAMPLING AND ANALYSIS PLAN LS 4,800.0000 4,800.00 1.000 4,800.00 1.000 4,800.00 (NATURALLY OCCURRING ASBESTOS) 34 DITCH EXCAVATION CY 65.0000 1,820.00 0.000 0.00 35 GEOSYNTHETIC REINFORCEMENT MATERIAL SQYD 3.0000 5,370.00 0.000 0.00 36 EROSION CONTROL (TYPE D) SQYD 1.2000 6,480.00 0.000 0.00 37 CLASS 2 AGGREGATE BASE CY 49.0000 34,300.00 0.000 0.00 38 ASPHALT TREATED PERMEABLE BASE CY 125.0000 15,000.00 0.000 0.00 39 HOT MIX ASPHALT (TYPE A) TON 46.0000 34,960.00 0.000 0.00 40 HOT MIX ASPHALT (OPEN GRADED) TON 130.0000 22,100.00 0.000 0.00 41 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 10.0000 2.00 0.000 0.00 PAVEMENT INTERLAYER) 42 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 16.0000 2,560.00 0.000 0.00 43 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 3,900.00 0.000 0.00 44 MINOR CONCRETE (MINOR STRUCTURE) CY 650.0000 2,535.00 0.000 0.00 F) 45 8" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 7,200.00 50.000 4,000.00 50.000 4,000.00 46 8" PERFORATED STEEL PIPE (.079"THICK) LF 75.0000 33,750.00 408.000 30,600.00 408.000 30,600.00 47 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 65.0000 26,650.00 0.000 0.00 (DEEP) 48 3" PLASTIC PIPE (EDGE DRAIN) LF 19.0000 9,690.00 0.000 0.00 49 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 108.0000 7,452.00 60.000 6,480.00 60.000 6,480.00 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478104 TIME 09:34 AM ESTIMATE NO. 01 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: NARINE, OUNGKAR DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 36" CORRUGATED STEEL PIPE INLET LF 305.0000 1,830.00 0.000 0.00 (.109" THICK) 51 24" WELDED STEEL PIPE (.250" THICK) LF 305.0000 109,800.00 92.000 28,060.00 92.000 28,060.00 52 24" STEEL FLARED END SECTION EA 550.0000 550.00 0.000 0.00 53 ROCK SLOPE PROTECTION CY 55.0000 349,250.00 1,693.000 93,115.00 1,693.000 93,115.00 (1/4 TON, METHOD B) 54 ROCK SLOPE PROTECTION CY 116.0000 19,720.00 294.000 34,104.00 294.000 34,104.00 (BACKING NO. 3, METHOD B) 55 ROCK SLOPE PROTECTION FABRIC SQYD 0.8000 80.00 0.000 0.00 56 MISCELLANEOUS IRON AND STEEL LB 1.8000 855.00 0.000 0.00 F) 57 MARKER (CULVERT) EA 35.0000 175.00 0.000 0.00 58 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 7,880.00 0.000 0.00 59 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,420.00 0.000 0.00 (BROKEN 36-12) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,450.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478104 TIME 09:34 AM ESTIMATE NO. 01 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: NARINE, OUNGKAR DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 522,856.90 522,856.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 522,856.90 522,856.90 61 MOBILIZATION LS 11,900.0000 11,900.00 0.950 11,305.00 0.950 11,305.00 ORIGINAL CONTRACT AMOUNT 1,171,913.00 TOTAL WORK COMPLETED 534,161.90 534,161.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 534,161.90 534,161.90 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 07/03/09 50 07/31/09 07/20/09 09/28/09 24 0 0 0 44% 48% PROGRESS IS SATISFACTORY NARINE, OUNGKAR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/09