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 08/24/10 EST. NO.04 TIME 07:17 AM 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 --------------------------------------------------------------------------- *** 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 08/24/10 EST. NO.04 TIME 07:17 AM R.E. NAME: LAYMOUN, MOAID 04-0C9014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JMF VERIFICATION -12,000.00 02 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 07:17 AM ESTIMATE NO. 04 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 08/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/24/10 LOCATION PROGRESS 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 1.000 250.00 03 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.332 132,800.00 0.730 292,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.332 1,660.00 0.730 3,650.00 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 25,000.00 131.000 13,100.00 331.000 33,100.00 08 STREET SWEEPING LS 250,000.0000 250,000.00 0.332 83,000.00 0.730 182,500.00 09 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000.00 10 TRAFFIC CONTROL SYSTEM LS 365,000.0000 365,000.00 0.332 121,180.00 0.730 266,450.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.332 14,940.00 0.730 32,850.00 12 REMOVE METAL BEAM GUARD RAILING LF 6.0000 127,200.00 3,375.000 20,250.00 20,787.200 124,723.20 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 0.000 0.00 16 REMOVE PAVEMENT MARKER EA 0.7500 39,975.00 49,800.000 37,350.00 49,800.000 37,350.00 17 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 35,850.00 50,443.000 25,221.50 50,443.000 25,221.50 18 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 1,632,000.00 568,604.000 682,324.80 1,360,000.000 1,632,000.00 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 12.000 1,500.00 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 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 07:17 AM ESTIMATE NO. 04 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 08/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 9,500.00 0.000 0.00 25 HOT MIX ASPHALT (OPEN GRADED) TON 75.0000 4,267,500.00 24,500.000 1,837,500.00 24,500.000 1,837,500.00 26 MINOR HOT MIX ASPHALT TON 85.0000 154,700.00 0.000 0.00 27 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 12,150,000.00 44,977.570 4,047,981.30 106,000.000 9,540,000.00 28 DATA CORE LS 8,000.0000 8,000.00 0.340 2,720.00 0.790 6,320.00 29 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 945.00 0.000 0.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 90,750.00 0.000 0.00 31 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 15,900.00 0.000 0.00 32 TACK COAT TON 525.0000 262,500.00 225.000 118,125.00 33 STRUCTURAL CONCRETE APPROACH SLAB CY 1,050.0000 197,400.00 188.000 197,400.00 (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 98.000 3,430.00 36 GUARD RAILING DELINEATOR EA 10.0000 4,700.00 271.000 2,710.00 37 OBJECT MARKER (TYPE P) EA 65.0000 1,040.00 0.000 0.00 38 OBJECT MARKER (TYPE L-1) EA 30.0000 2,280.00 2.000 60.00 36.000 1,080.00 39 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 360,800.00 2,950.000 64,900.00 16,800.000 369,600.00 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 6.000 18,000.00 37.000 111,000.00 43 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 40,200.00 7.000 4,200.00 68.000 40,800.00 44 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 36,800.00 5.000 11,500.00 12.000 27,600.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 144,400.00 12.000 22,800.00 78.000 148,200.00 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 0.000 0.00 49 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 27,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 07:17 AM ESTIMATE NO. 04 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 08/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (BROKEN 12-3) 51 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 28,750.00 0.000 0.00 52 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 92,000.00 0.000 0.00 (BROKEN 36-12) 53 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,175.00 0.000 0.00 (BROKEN 17-7) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 53,850.00 0.000 0.00 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 48,125.00 0.000 0.00 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.332 1,992.00 0.730 4,380.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 MODIFY INDUCTIVE LOOP DETECTORS LS 236,000.0000 236,000.00 0.500 118,000.00 0.500 118,000.00 58 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 115,000.0000 115,000.00 -0.130 -14,950.00 0.000 0.00 DETECTOR STATION (REPLACE) PROGRAM CAS145 PAGE 4 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 07:17 AM ESTIMATE NO. 04 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 08/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,246,529.60 15,292,304.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 37,114.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,246,529.60 15,329,418.51 59 MOBILIZATION LS 1529,000.0000 1,529,000.00 0.050 76,450.00 1.000 1,529,000.00 ORIGINAL CONTRACT AMOUNT 23,919,530.00 TOTAL WORK COMPLETED 7,322,979.60 16,858,418.51 MATERIALS ON HAND ON SITE 220,685.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,000.00 TOTAL 7,322,979.60 17,067,103.51 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 12/02/09 73 05/10/10 12/17/09 09/20/10 60 13 0 103 70% 82% PROGRESS IS SATISFACTORY PROGRESS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/10