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 10/21/10 EST. NO.06 TIME 08:08 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 --------------------------------------------------------------------------- 005 0001 461,388.66 A.C. @ L.S.(+) 101910 N 0001 0 008 0005 1,491.70 E.W. @ F.A.(+) 062810 N AP0050 0006 1,135.49 062910 N AP0060 0007 1,352.19 062110 N AP0070 0008 1,413.68 062210 N AP0080 0010 1,205.94 062410 N AP0010 0011 779.27 062510 N AP0011 0012 1,555.63 070610 N AP0012 0013 1,869.59 070710 N AP0013 0014 2,062.50 070810 N AP0014 0015 1,501.94 070910 N AP0015 0017 2,062.72 071910 N AP0017 0018 183.25 072010 N AP0018 0019 1,978.77 072010 N AP0019 009 0010 11,735.00 E.W. @ L.S.(+) 061510 N 0010 0 491,716.33 TOTAL THIS ESTIMATE 51,976.69 TOTAL PREVIOUS ESTIMATE 543,693.02 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 10/21/10 EST. NO.06 TIME 08:08 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 10/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 08:08 AM ESTIMATE NO. 06 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 10/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 10/21/10 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 2.000 500.00 03 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.100 40,000.00 0.990 396,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 0.990 4,950.00 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 0.100 25,000.00 0.990 247,500.00 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 0.100 36,500.00 0.990 361,350.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.100 4,500.00 0.990 44,550.00 12 REMOVE METAL BEAM GUARD RAILING LF 6.0000 127,200.00 450.800 2,704.80 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 15,000.00 108.000 13,500.00 120.000 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 10/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 08:08 AM ESTIMATE NO. 06 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 10/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 10/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,409.960 63,448.20 1,409.960 63,448.20 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 44,602.100 3,345,157.50 26 MINOR HOT MIX ASPHALT TON 85.0000 154,700.00 269.770 22,930.45 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 0.000 0.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 90,750.00 24,396.000 36,594.00 60,009.000 90,013.50 31 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 15,900.00 3,225.000 4,837.50 10,351.000 15,526.50 32 TACK COAT TON 525.0000 262,500.00 -24.240 -12,726.00 472.300 247,957.50 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 18,900.00 355.000 12,425.00 453.000 15,855.00 36 GUARD RAILING DELINEATOR EA 10.0000 4,700.00 145.000 1,450.00 416.000 4,160.00 37 OBJECT MARKER (TYPE P) EA 65.0000 1,040.00 2.000 130.00 18.000 1,170.00 38 OBJECT MARKER (TYPE L-1) EA 30.0000 2,280.00 41.000 1,230.00 77.000 2,310.00 39 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 360,800.00 931.300 20,488.60 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 4.000 12,000.00 44.000 132,000.00 43 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 40,200.00 2.000 1,200.00 75.000 45,000.00 44 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 36,800.00 6.000 13,800.00 18.000 41,400.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 144,400.00 5.000 9,500.00 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 114,600.00 212,553.000 63,765.90 212,553.000 63,765.90 49 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 27,000.00 18,590.000 11,154.00 18,590.000 11,154.00 PROGRAM CAS145 PAGE 3 DATE 10/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 08:08 AM ESTIMATE NO. 06 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 10/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 10/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,958.000 7,174.80 11,958.000 7,174.80 (BROKEN 12-3) 51 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 28,750.00 2,279.000 5,697.50 2,279.000 5,697.50 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 3,763.000 940.75 3,763.000 940.75 (BROKEN 17-7) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 53,850.00 30,185.000 45,277.50 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 48,125.00 17.000 46.75 10,441.000 28,712.75 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.890 5,340.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 MODIFY INDUCTIVE LOOP DETECTORS LS 236,000.0000 236,000.00 0.080 18,880.00 0.800 188,800.00 58 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 115,000.0000 115,000.00 0.800 92,000.00 0.800 92,000.00 DETECTOR STATION (REPLACE) PROGRAM CAS145 PAGE 4 DATE 10/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9014 TIME 08:08 AM ESTIMATE NO. 06 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 10/20/10 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 10/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 509,922.25 20,185,048.25 ADJUSTMENT OF COMPENSATION 461,388.66 461,388.66 EXTRA WORK 30,327.67 82,304.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,001,638.58 20,728,741.27 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 1,001,638.58 22,257,741.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,000.00 TOTAL 1,001,638.58 22,245,741.27 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 11/05/10 102 13 7 120 92% 98% PROGRESS IS SATISFACTORY CCO DAYS PENDING LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/21/10