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 12/03/10 EST. NO.07 TIME 02:28 PM R.E. NAME: NANUGONDA, VEERA 01-477804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0018 6,916.54 E.W. @ F.A.(+) 110410 N 11-4 0 0020 4,509.14 111510 N 11-150 0021 4,922.39 111610 N 11-160 0022 6,151.80 110510 N 11-5.1 002 0001 9,034.98 E.W. @ F.A.(+) 100410 N 10 0 0002 314.77 081910 N 25 0 0003 644.00 100410 N 29 0 006 0001 17,756.13 A.C. @ L.S.(+) 081510 N 1 0 007 0001 6,100.35 A.C. @ L.S.(+) 093010 N 1 0 008 0001 -3,398.67 A.C. @ L.S.(-) 091510 N 1 0 009 0001 6,311.88 E.W. @ U.P (+) 100510 N 1 0 010 0001 43,139.05 E.W. @ F.A.(+) 110410 N 10-4 0 0002 30,006.23 110510 N 10-5 0 0003 2,961.67 110910 N 11-9 0 135,370.26 TOTAL THIS ESTIMATE 46,656.22 TOTAL PREVIOUS ESTIMATE 182,026.48 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 12/03/10 EST. NO.07 TIME 02:28 PM R.E. NAME: NANUGONDA, VEERA 01-477804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/10 -8,000.00 04 RETURN DEDUCT 8/10 8,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-477804 TIME 02:28 PM ESTIMATE NO. 07 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 12/03/10 LOCATION PROGRESS ESTIMATE 01-MEN-101-R34.9/R35.0 ----------------- 01-MEN-101-R43.7/R43.9 GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR CALPELLA P O BOX 50085 AT 1.9 MILES NORTH OF WEST ROAD WATSONVILLE CA 95077 OVERCROSSING AND NEAR WILLITS AT 0.2 MILES SOUTH OF HAEHL OC FED. AID NO. ER-43H5(4)E REPAIR AND REPLACE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ 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 500.00 2.000 500.00 2.000 500.00 02 TEMPORARY FENCE (TYPE ESA) LF 2.4000 3,096.00 824.000 1,977.60 03 CONSTRUCTION SITE MANAGEMENT LS 200.0000 200.00 0.100 20.00 1.000 200.00 04 PREPARE STORM WATER POLLUTION LS 1,875.0000 1,875.00 0.100 187.50 1.000 1,875.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 4.0000 4,800.00 325.000 1,300.00 06 TEMPORARY GRAVEL BAG BERM LF 14.0000 2,520.00 0.000 0.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 6,400.00 2.000 6,400.00 08 TEMPORARY STRAW BALE BARRIER LF 18.0000 1,368.00 0.000 0.00 09 STREET SWEEPING LS 6,120.0000 6,120.00 1.000 6,120.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500.00 11 CONSTRUCTION AREA SIGNS LS 3,385.0000 3,385.00 0.300 1,015.50 1.000 3,385.00 12 TRAFFIC CONTROL SYSTEM LS 24,747.0000 24,747.00 1.000 24,747.00 13 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 1,500.00 252.000 1,512.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 2,040.00 10,054.000 2,010.80 15 CHANNELIZER (SURFACE MOUNTED) EA 19.0000 2,280.00 115.000 2,185.00 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 500.0000 1,000.00 2.000 1,000.00 17 TEMPORARY RAILING (TYPE K) LF 11.0000 13,200.00 1,200.000 13,200.00 18 TEMPORARY CRASH CUSHION MODULE EA 315.0000 4,410.00 14.000 4,410.00 19 REMOVE METAL BEAM GUARD RAILING LF 5.7500 2,242.50 396.000 2,277.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 4,697.00 8,434.000 4,638.70 STRIPE 21 REMOVE WHITE THERMOPLASTIC TRAFFIC LF 0.3000 2,001.00 4,754.000 1,426.20 STRIPE 22 REMOVE CULVERT LF 3.0000 1,890.00 575.060 1,725.18 PROGRAM CAS145 PAGE 2 DATE 12/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-477804 TIME 02:28 PM ESTIMATE NO. 07 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 12/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 1,100.0000 2,200.00 2.000 2,200.00 24 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 150.00 0.000 0.00 25 PLASTIC PIPELINER (36" I.D.) LF 160.0000 30,400.00 184.000 29,440.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 8,530.00 29,544.000 29,544.00 27 CLEARING AND GRUBBING LS 5,500.0000 5,500.00 1.000 5,500.00 28 ROADWAY EXCAVATION CY 11.5000 112,355.00 8,377.770 96,344.36 29 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 30 ASBESTOS COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300.00 (NATURALLY OCCURING ASBESTOS) 31 DUST CONTROL PLAN LS 975.0000 975.00 1.000 975.00 (NATURALLY OCCURRING ASBESTOS) 32 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 1,480.00 1,386.600 1,386.60 33 EROSION CONTROL (COMPOST BLANKET) CY 76.0000 56,240.00 740.000 56,240.00 34 EROSION CONTROL (TYPE D) SQYD 1.7500 15,505.00 8,860.000 15,505.00 35 WEED CONTROL MAT (FIBER) SQYD 57.0000 7,410.00 132.000 7,524.00 36 CLASS 2 AGGREGATE BASE CY 22.0000 12,980.00 554.660 12,202.52 37 ASPHALT TREATED PERMEABLE BASE CY 195.0000 25,350.00 130.510 25,449.45 38 HOT MIX ASPHALT (TYPE A) TON 103.0000 63,860.00 594.410 61,224.23 39 HOT MIX ASPHALT (OPEN GRADED) TON 103.0000 175,100.00 1,929.230 198,710.69 40 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 5.0000 1.00 0.280 1.40 PAVEMENT INTERLAYER) 41 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 12.0000 2,160.00 260.000 3,120.00 42 CENTERLINE RUMBLE STRIP LF 1.1000 9,768.00 16,670.000 18,337.00 (GROUND-IN INDENTATIONS) 43 DATA CORE LS 1,000.0000 1,000.00 1.000 1,000.00 44 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 4,400.00 207.000 4,140.00 45 TACK COAT TON 500.0000 700.00 9.250 4,625.00 46 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 20,500.00 8.200 20,500.00 F) 47 12" CORRUGATED STEEL PIPE (.079" THICK) LF 52.0000 2,288.00 60.000 3,120.00 48 24" CORRUGATED STEEL PIPE (.109" THICK) LF 82.0000 820.00 0.000 0.00 49 36" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 37,200.00 285.000 34,200.00 PROGRAM CAS145 PAGE 3 DATE 12/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-477804 TIME 02:28 PM ESTIMATE NO. 07 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 12/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 56.0000 2,800.00 0.000 0.00 51 3" SLOTTED PLASTIC PIPE (EDGE DRAIN) LF 18.0000 3,960.00 345.000 6,210.00 52 3" PLASTIC PIPE (EDGE DRAIN) LF 22.0000 1,342.00 68.500 1,507.00 53 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 48.0000 1,536.00 20.000 960.00 54 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 33.0000 1,815.00 188.960 6,235.68 (.079" THICK) 55 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 23.0000 3,680.00 77.500 1,782.50 (.079" THICK) 56 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 34.0000 2,006.00 0.000 0.00 (.079" THICK) 57 8" DOWNDRAIN ENTRANCE TAPER EA 2,500.0000 2,500.00 1.000 2,500.00 58 CABLE ANCHORAGE ASSEMBLY SYSTEM LF 65.0000 18,850.00 249.630 16,225.95 59 12" CORRUGATED STEEL PIPE ENERGY EA 500.0000 1,000.00 2.000 1,000.00 DISSIPATOR (.064" THICK) 60 24" CORRUGATED STEEL PIPE ENERGY EA 500.0000 500.00 1.000 500.00 DISSIPATOR (.064" THICK) 61 12" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 62 ROCK SLOPE PROTECTION CY 39.0000 333,840.00 5,918.710 230,829.69 (1/4 TON, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 10,100.00 6,976.000 6,976.00 64 MARKER (CULVERT) EA 45.0000 270.00 0.000 0.00 65 METAL BEAM GUARD RAILING (STEEL POST) LF 24.2500 9,457.50 396.000 9,603.00 66 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,450.00 17,100.000 4,275.00 67 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,220.00 290.000 72.50 8,650.000 2,162.50 (BROKEN 36-12) 68 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,220.00 8,497.000 2,124.25 (SPRAYABLE) 69 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 2,960.00 0.000 0.00 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,360.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-477804 TIME 02:28 PM ESTIMATE NO. 07 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: NANUGONDA, VEERA DATE OF THIS ESTIMATE 12/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,795.50 1,011,170.30 ADJUSTMENT OF COMPENSATION 20,457.81 20,457.81 EXTRA WORK 114,912.45 161,568.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 137,165.76 1,193,196.78 71 MOBILIZATION LS 109,650.0000 109,650.00 1.000 109,650.00 ORIGINAL CONTRACT AMOUNT 1,211,760.00 TOTAL WORK COMPLETED 137,165.76 1,302,846.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 137,165.76 1,302,846.78 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 12/09/09 70 06/14/10 12/24/09 01/18/11 77 149 7 0 95% 100% PROGRESS IS SATISFACTORY NANUGONDA, VEERA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/03/10