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 10/23/12 EST. NO.07 TIME 10:21 AM R.E. NAME: RENEE SUTTI 10-0M8004 --------------------------------------------------------------------------- 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 0005 12,821.94 E.W. @ F.A.(+) 081312 N 1-0010 0005-1 -12,821.94 081312 N 1-0010 DAO CORRECTING ENTRY 0005-2 12,186.35 081312 N 1-0010 DAO CORRECTING ENTRY 004 0001 13,000.00 E.W. @ L.S.(+) 052112 N 1.0 0 0002 15,000.00 062012 N 2.0 0 0003 82,000.00 072012 N 3.0 0 0004 42,900.00 082012 N 4.0 0 0005 35,600.00 092012 N 5.0 0 007 0001 99,489.60 E.W. @ U.P (+) 081412 N 8001 0 009 0004 -61,200.79 A.C. @ U.P.(-) 101812 N 9R4 0 010 0005 242,144.66 A.C. @ L.S.(+) 101512 N 10R5 0 016 0001 8,568.79 E.W. @ F.A.(+) 071612 N 16-001 489,688.61 TOTAL THIS ESTIMATE 228,150.13 TOTAL PREVIOUS ESTIMATE 717,838.74 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 10/23/12 EST. NO.07 TIME 10:21 AM R.E. NAME: RENEE SUTTI 10-0M8004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -3,600.00 02 PRICE INDEX FLUCTUAT -200,000.00 04 LATE LANE CLOSURES -9,480.00 05 LATE PICK UP -11,160.00 06 PRICE INDEX RELEASE 200,000.00 06 0.00 -24,240.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 07 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -54,240.00 PROGRAM CAS145 PAGE 1 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/12 LOCATION PROGRESS ESTIMATE 10-STA-99-R0.0/R24.7 ----------------- MYERS AND SONS CONSTRUCTION LP IN STANISLAUS COUNTY IN AND NEAR 2554 MILLCREEK DRIVE TURLOCK, CERES AND MODESTO FROM SACRAMENTO CA 95833 MERCED COUNTY LINE TO SAN JOAQUIN COUNTY LINE FED. AID NO. ACNH-P099(549)E REHABILITATE CONCRETE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.250 1,625 002 TIME-RELATED OVERHEAD LS 1,000,000.0000 1,000,000.00 0.136 136,000.00 0.665 665,000 003 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.116 2,900.00 0.713 17,825 004 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750 PROGRAM 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 175,000.0000 175,000.00 0.090 15,750.00 0.817 142,975 006 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 0.122 2,806.00 0.827 19,021 007 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.080 76,000.00 0.748 710,600 008 TYPE III BARRICADE EA 80.0000 480.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,300.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.080 2,400.00 0.748 22,440 011 TEMPORARY RAILING (TYPE K) LF 15.0000 220,500.00 0.000 0 012 TEMPORARY CRASH CUSHION MODULE EA 200.0000 52,000.00 0.000 0 013 REMOVE BRIDGE APPROACH GUARD RAILING LF 12.0000 5,280.00 159.000 1,908.00 244.000 2,928 014 REMOVE METAL BEAM GUARD RAILING LF 5.5000 69,850.00 806.250 4,434.38 5,886.250 32,374 015 REMOVE THRIE BEAM BARRIER LF 9.0000 2,700.00 0.000 0 016 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 29,100.00 0.000 0 017 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 750.00 0.000 0 018 REMOVE PAVEMENT MARKER EA 0.7500 100,500.00 70,040.000 52,530 019 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 175,200.00 33,575.000 67,150 020 REMOVE CONCRETE PAVEMENT CY 35.0000 3,283,000.00 12,409.790 434,342.65 58,467.750 2,046,371 021 ADJUST INLET EA 1,000.0000 15,000.00 0.000 0 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 323,950.00 27,702.390 42,938 PROGRAM CAS145 PAGE 2 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE CURB LF 5.0000 15,000.00 3,040.000 15,200 024 ROADWAY EXCAVATION CY 14.0000 841,400.00 21,817.110 305,439.54 107,503.420 1,505,047 025 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.750 750 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 20.0000 330,000.00 7,344.810 146,896.20 17,757.090 355,141 027 CLASS 2 AGGREGATE BASE CY 60.0000 900,000.00 10,978.970 658,738 028 LEAN CONCRETE BASE (RAPID SETTING) CY 210.0000 6,300,000.00 5,471.800 1,149,078.00 22,208.650 4,663,816 029 ASPHALTIC EMULSION (FOG SEAL COAT) TON 750.0000 20,250.00 0.000 0 030 HOT MIX ASPHALT TON 79.0000 15,089,000.00 3,445.810 272,218.99 148,708.330 11,747,958 031 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 125,800.00 0.000 0 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 9,975,000.00 27,223.960 2,586,276.20 107,723.940 10,233,774 033 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 6.0000 3,780.00 491.690 2,950 PAVEMENT INTERLAYER) 034 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.4000 848,400.00 552,523.000 773,532 035 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.2500 4,125.00 0.000 0 036 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.2500 99,875.00 0.000 0 037 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.2500 4,887.50 0.000 0 038 RUMBLE STRIP STA 11.2500 50,737.50 0.000 0 039 DATA CORE LS 2,500.0000 2,500.00 0.000 0 040 TACK COAT TON 1.0000 850.00 64.220 64.22 404.000 404 041 JOINTED PLAIN CONCRETE PAVEMENT CY 265.0000 23,823,500.00 16,314.980 4,323,469.70 64,578.790 17,113,379 (RAPID STRENGTH CONCRETE) 042 INDIVIDUAL SLAB REPLACEMENT CY 460.0000 105,800.00 317.070 145,852 (RAPID STRENGTH CONCRETE) 043 SEAL PAVEMENT JOINT LF 2.2000 611,600.00 0.000 0 044 SEAL ISOLATION JOINT LF 2.4000 233,280.00 0.000 0 045 DOWEL BAR (DRILL AND BOND) LF 25.0000 9,750.00 1,850.000 46,250 046 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 3.0000 3,540.00 0.000 0 047 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.6500 362,050.00 484,058.650 314,638 048 GROOVE EXISTING CONCRETE PAVEMENT SQYD 3.2500 137,475.00 0.000 0 049 GRIND EXISTING CONCRETE SQYD 4.0000 972,000.00 226,893.500 907,574 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 210,000.00 5.200 13,000.00 31.200 78,000 (F) 051 3" PLASTIC PIPE LF 8.0000 2,640.00 0.000 0 052 GUARD RAILING DELINEATOR EA 10.0000 3,300.00 13.000 130.00 103.000 1,030 053 OBJECT MARKER (TYPE P) EA 40.0000 720.00 0.000 0 054 OBJECT MARKER (TYPE L-1) EA 35.0000 2,310.00 4.000 140.00 4.000 140 055 METAL BEAM GUARD RAILING LF 20.0000 197,400.00 693.750 13,875.00 4,598.750 91,975 056 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 15,900.00 0.000 0 (WOOD POST) 057 TRANSITION RAILING (TYPE STB) EA 3,100.0000 37,200.00 0.000 0 058 TRANSITION RAILING (TYPE WB) EA 4,000.0000 160,000.00 6.000 24,000.00 20.000 80,000 059 RAIL TENSIONING ASSEMBLY EA 150.0000 600.00 0.000 0 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 19,250.00 1.000 550.00 16.000 8,800 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 85,000.00 7.000 17,500.00 15.000 37,500 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 38,000.00 1.000 2,000.00 15.000 30,000 063 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0 064 CRASH CUSHION (TYPE CAT) BACKUP EA 250.0000 1,000.00 0.000 0 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 197,600.00 167,978.000 67,191.20 167,978.000 67,191 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 22,800.00 0.000 0 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 0.000 0 (BROKEN 12-3) 068 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 1,650.00 0.000 0 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 87,400.00 -626,696.000 -125,339.20 315,804.000 63,160 (BROKEN 36-12) 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,356.00 0.000 0 (BROKEN 17-7) 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 31,800.00 0.000 0 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.080 120.00 0.680 1,020 SYSTEM ELEMENTS DURING CONSTRUCTION 073 INDUCTIVE LOOP DETECTOR LS 30,000.0000 30,000.00 0.950 28,500 074 MODIFY VEHICLE CLASSIFICATION STATION LS 96,500.0000 96,500.00 0.040 3,860 075 MODIFY LIGHTING LS 30,000.0000 30,000.00 0.220 6,600 PROGRAM CAS145 PAGE 4 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,473,150.88 52,807,312.09 ADJUSTMENT OF COMPENSATION 180,943.87 391,033.14 EXTRA WORK 308,744.74 326,805.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,962,839.49 53,525,150.83 076 MOBILIZATION LS 7,300,000.0000 7,300,000.00 1.000 7,300,000 ORIGINAL CONTRACT AMOUNT 75,961,116.00 TOTAL WORK COMPLETED 9,962,839.49 60,825,150.83 MATERIALS ON HAND ON SITE 397,955.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -54,240.00 TOTAL 9,952,839.49 61,168,866.64 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 03/06/12 140 04/30/12 06/04/12 01/20/13 91 6 0 0 76% 65% PROGRESS IS SATISFACTORY CCO RENEE SUTTI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/12