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 05/03/11 EST. NO.11 TIME 01:00 PM R.E. NAME: LAYMOUN, MOAID 04-0C9014 --------------------------------------------------------------------------- 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 0027 685.85 E.W. @ F.A.(+) 111710 N 649237 685.85 TOTAL THIS ESTIMATE 1,914,964.95 TOTAL PREVIOUS ESTIMATE 1,915,650.80 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 05/03/11 EST. NO.11 TIME 01:00 PM R.E. NAME: LAYMOUN, MOAID 04-0C9014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JMF VERIFICATION -12,000.00 02 JMF VERIFICATION 12,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION LABOR COMP VIOLATION -10,000.00 08 LABOR COMP VIOLATION 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 01:00 PM ESTIMATE NO. 11 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 05/03/11 LOCATION RERUN FINAL ESTIMATE 04-SCL-101-R27.6/40.2 -------------------- GRANITE CONSTRUCTION COMPANY IN SANTA CLARA COUNTY ON ROUTE 101 715 COMSTOCK IN SAN JOSE FROM 0.6 MILE NORTH OF SANTA CLARA CA 95054 SILICON VALLEY BOULEVARD TO GUADALUPE RIVER BRIDGE FED. AID NO. ACNH-Q101(157)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.398 796.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 3.000 750.00 03 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 1.000 400,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 05 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 1.000 1,500.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 25,000.00 419.000 41,900.00 08 STREET SWEEPING LS 250,000.0000 250,000.00 1.000 250,000.00 09 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 10 TRAFFIC CONTROL SYSTEM LS 365,000.0000 365,000.00 1.000 365,000.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 1.000 45,000.00 12 REMOVE METAL BEAM GUARD RAILING LF 6.0000 127,200.00 21,238.000 127,428.00 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 9,750.00 0.000 0.00 STRIPE 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 21,250.00 0.000 0.00 15 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 500.00 200.000 500.00 16 REMOVE PAVEMENT MARKER EA 0.7500 39,975.00 49,800.000 37,350.00 17 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 35,850.00 71,700.000 35,850.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 1,632,000.00 1,528,130.000 1,833,756.00 19 REMOVE CRASH CUSHION EA 1,300.0000 1,300.00 0.000 0.00 20 REMOVE CRASH CUSHION (SAND FILLED) EA 125.0000 15,000.00 120.000 15,000.00 21 BRIDGE REMOVAL (PORTION) LS 19,000.0000 19,000.00 1.000 19,000.00 22 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 2 DATE 05/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 01:00 PM ESTIMATE NO. 11 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 05/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 IMPORTED MATERIAL (SHOULDER BACKING) TON 45.0000 76,500.00 1,786.500 80,392.50 24 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 9,500.00 58.140 29,070.00 25 HOT MIX ASPHALT (OPEN GRADED) TON 75.0000 4,267,500.00 44,602.100 3,345,157.50 26 MINOR HOT MIX ASPHALT TON 85.0000 154,700.00 1,349.770 114,730.45 27 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 12,150,000.00 128,700.770 11,583,069.30 28 DATA CORE LS 8,000.0000 8,000.00 1.000 8,000.00 29 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 945.00 630.000 945.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 90,750.00 60,009.000 90,013.50 31 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 15,900.00 10,351.000 15,526.50 32 TACK COAT TON 525.0000 262,500.00 472.300 247,957.50 33 STRUCTURAL CONCRETE APPROACH SLAB CY 1,050.0000 197,400.00 208.000 218,400.00 (TYPE R MODIFIED) 34 PREPARE AND PAINT POST MILE ON CONCRETE SQFT 50.0000 15,000.00 385.370 19,268.50 BARRIER 35 DELINEATOR (CLASS 1) EA 35.0000 18,900.00 453.000 15,855.00 36 GUARD RAILING DELINEATOR EA 10.0000 4,700.00 416.000 4,160.00 37 OBJECT MARKER (TYPE P) EA 65.0000 1,040.00 18.000 1,170.00 38 OBJECT MARKER (TYPE L-1) EA 30.0000 2,280.00 77.000 2,310.00 39 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 360,800.00 17,731.300 390,088.60 40 CONCRETE BARRIER (TYPE 25B) LF 400.0000 48,000.00 120.000 48,000.00 F) 41 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 27.0000 6,480.00 0.000 0.00 42 TRANSITION RAILING (TYPE WB) EA 3,000.0000 141,000.00 44.000 132,000.00 43 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 40,200.00 75.000 45,000.00 44 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 36,800.00 18.000 41,400.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 144,400.00 83.000 157,700.00 46 CRASH CUSHION (REACT 9CBB) EA 54,300.0000 488,700.00 0.000 0.00 47 CRASH CUSHION (REACT 9SCBS) EA 58,000.0000 58,000.00 0.000 0.00 48 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 114,600.00 361,481.000 108,444.30 49 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 27,000.00 46,703.000 28,021.80 PROGRAM CAS145 PAGE 3 DATE 05/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 01:00 PM ESTIMATE NO. 11 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 05/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 5,460.00 17,138.000 10,282.80 (BROKEN 12-3) 51 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 28,750.00 13,268.000 33,170.00 52 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 92,000.00 412,235.000 82,447.00 (BROKEN 36-12) 53 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,175.00 11,773.000 2,943.25 (BROKEN 17-7) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 53,850.00 33,298.000 49,947.00 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 48,125.00 17,248.000 47,432.00 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 1.000 6,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 MODIFY INDUCTIVE LOOP DETECTORS LS 236,000.0000 236,000.00 1.000 236,000.00 58 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 115,000.0000 115,000.00 1.000 115,000.00 DETECTOR STATION (REPLACE) PROGRAM CAS145 PAGE 4 DATE 05/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 01:00 PM ESTIMATE NO. 11 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 05/03/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,552,732.50 ADJUSTMENT OF COMPENSATION 0.00 1,003,247.07 EXTRA WORK 685.85 912,403.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 685.85 22,468,383.30 59 MOBILIZATION LS 1529,000.0000 1,529,000.00 1.000 1,529,000.00 ORIGINAL CONTRACT AMOUNT 23,919,530.00 TOTAL WORK COMPLETED 685.85 23,997,383.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 685.85 23,997,383.30 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/02/09 73 05/10/10 12/17/09 12/31/10 73 36 17 133 100% 100% LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 05/03/11