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 10/23/13 EST. NO.19 TIME 01:27 PM 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 0011-1 -1,781.09 E.W. @ F.A.(+) 111912 N 0056.0 DAO CORRECTING ENTRY 0023-1 -1,487.94 020413 N 0069.0 DAO CORRECTING ENTRY 0025-1 -2,016.77 020613 N 0077.1 DAO CORRECTING ENTRY 0025-2 2,331.79 020613 N 0077.1 DAO CORRECTING ENTRY 0059 1,645.44 020413 N 002369 014 0005-1 -49,720.82 E.W. @ F.A.(+) 020513 N 0074.0 DAO CORRECTING ENTRY 0022 50,918.81 020513 N 005074 018 0002-3 -311.85 E.W. @ F.A.(+) 110212 N 0048.0 DAO CORRECTING ENTRY 0002-4 331.91 110212 N 0048.0 DAO CORRECTING ENTRY 0003-3 -1,032.63 110512 N 0051.0 DAO CORRECTING ENTRY 0003-4 1,123.78 110512 N 0051.0 DAO CORRECTING ENTRY 0004-3 -979.14 110612 N 0052.0 DAO CORRECTING ENTRY 0004-4 1,080.38 110612 N 0052.0 DAO CORRECTING ENTRY 0005-3 -3,765.62 110712 N 0053.0 DAO CORRECTING ENTRY 0005-4 4,100.37 110712 N 0053.0 DAO CORRECTING ENTRY 0006-3 -3,138.88 111312 N 0054.0 DAO CORRECTING ENTRY 0006-4 3,401.05 111312 N 0054.0 DAO CORRECTING ENTRY 0007-3 -2,202.71 111412 N 0055.0 DAO CORRECTING ENTRY 0007-4 2,362.45 111412 N 0055.0 DAO CORRECTING ENTRY 0008-3 -3,020.19 120612 N 0057.0 DAO CORRECTING ENTRY 0008-4 3,319.38 120612 N 0057.0 DAO CORRECTING ENTRY 0009-3 -3,063.02 120712 N 0058.0 DAO CORRECTING ENTRY 0009-4 3,296.51 120712 N 0058.0 DAO CORRECTING ENTRY 0025-1 -246.23 011613 N 0132.0 DAO CORRECTING ENTRY 0025-2 246.23 011613 N 0132.0 DAO CORRECTING ENTRY 0052 1,327.61 110212 N 0044.0 023 0001 13,318.60 E.W. @ L.S.(+) 091913 N 0001 0 024 0001 40,458.00 E.W. @ L.S.(+) 091913 N 0001 0 56,495.42 TOTAL THIS ESTIMATE 1,539,989.66 TOTAL PREVIOUS ESTIMATE 1,596,485.08 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 10/23/13 EST. NO.19 TIME 01:27 PM 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 CPM SCHEDULE UPDATES -10,000.00 08 OUT OF SPEC IB -500.00 08 ADJ. FOR ITEM#50 -15,000.00 11 LATE PICK UP 50 -26,940.00 13 ITEMS #24 ADJ@$3 -220,000.00 15 LATE CLOUSRE PU 6/19 -1,680.00 16 ITEM#42 ADJUSTMENT -36,000.00 17 ITEM#45 ADJUSTMENT -27,500.00 17 PRICE INDEX4,5,6,13 -28,550.00 17 RELEASE PROCE INDEX 28,550.00 18 0.00 -361,860.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS -10,000.00 08 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS -10,000.00 10 MISSING PAYROLLS -10,000.00 11 REC'ED PAYROLLS #5 10,000.00 12 MISSING PAYROLLS -10,000.00 14 REC'ED PAYROLLS #11 10,000.00 15 MISSING PAYROLLS -1,000.00 16 MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -2,500.00 19 -2,500.00 -83,500.00 TOTAL DEDUCTIONS -2,500.00 -445,360.00 PROGRAM CAS145 PAGE 1 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 01:27 PM ESTIMATE NO. 19 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 10/20/13 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/13 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 0.500 3,250 002 TIME-RELATED OVERHEAD LS 1,000,000.0000 1,000,000.00 0.005 5,000.00 0.988 988,000 003 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.005 125.00 0.989 24,725 004 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 1.000 175,000 006 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 0.005 115.00 0.992 22,816 007 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.005 4,750.00 0.995 945,250 008 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 0.005 150.00 0.995 29,850 011 TEMPORARY RAILING (TYPE K) LF 15.0000 220,500.00 1,880.000 28,200 012 TEMPORARY CRASH CUSHION MODULE EA 200.0000 52,000.00 20.000 4,000 013 REMOVE BRIDGE APPROACH GUARD RAILING LF 12.0000 5,280.00 436.500 5,238 014 REMOVE METAL BEAM GUARD RAILING LF 5.5000 69,850.00 12,218.300 67,200 015 REMOVE THRIE BEAM BARRIER LF 9.0000 2,700.00 275.000 2,475 016 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 100,500.00 134,000.000 100,500 019 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 175,200.00 82,221.000 164,442 020 REMOVE CONCRETE PAVEMENT CY 35.0000 3,283,000.00 81,545.770 2,854,101 021 ADJUST INLET EA 1,000.0000 15,000.00 22.000 22,000 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 323,950.00 172,607.390 267,541 PROGRAM CAS145 PAGE 2 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 01:27 PM ESTIMATE NO. 19 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 10/20/13 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 841,400.00 148,222.040 2,075,108 025 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.750 750 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 20.0000 330,000.00 17,757.090 355,141 027 CLASS 2 AGGREGATE BASE CY 60.0000 900,000.00 11,067.100 664,026 028 LEAN CONCRETE BASE (RAPID SETTING) CY 210.0000 6,300,000.00 32,424.500 6,809,145 029 ASPHALTIC EMULSION (FOG SEAL COAT) TON 750.0000 20,250.00 16.800 12,600 030 HOT MIX ASPHALT TON 79.0000 15,089,000.00 165,299.830 13,058,686 031 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 9,975,000.00 107,723.940 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 3,165.000 3,956 036 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.2500 99,875.00 80,993.000 101,241 037 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.2500 4,887.50 1,221.000 1,526 038 RUMBLE STRIP STA 11.2500 50,737.50 3,330.000 37,462 039 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 040 TACK COAT TON 1.0000 850.00 464.280 464 041 JOINTED PLAIN CONCRETE PAVEMENT CY 265.0000 23,823,500.00 96,434.770 25,555,214 (RAPID STRENGTH CONCRETE) 042 INDIVIDUAL SLAB REPLACEMENT CY 460.0000 105,800.00 648.350 298,241 (RAPID STRENGTH CONCRETE) 043 SEAL PAVEMENT JOINT LF 2.2000 611,600.00 290,143.600 638,315 044 SEAL ISOLATION JOINT LF 2.4000 233,280.00 91,132.800 218,718 045 DOWEL BAR (DRILL AND BOND) LF 25.0000 9,750.00 3,237.500 80,937 046 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 3.0000 3,540.00 3,146.000 9,438 047 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 30,432.000 98,904 049 GRIND EXISTING CONCRETE SQYD 4.0000 972,000.00 226,893.500 907,574 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 01:27 PM ESTIMATE NO. 19 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 10/20/13 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 210,000.00 202.140 505,350 (F) 051 3" PLASTIC PIPE LF 8.0000 2,640.00 0.000 0 052 GUARD RAILING DELINEATOR EA 10.0000 3,300.00 297.000 2,970 053 OBJECT MARKER (TYPE P) EA 40.0000 720.00 3.000 120 054 OBJECT MARKER (TYPE L-1) EA 35.0000 2,310.00 7.000 245 055 METAL BEAM GUARD RAILING LF 20.0000 197,400.00 9,666.300 193,326 056 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 8.000 24,800 058 TRANSITION RAILING (TYPE WB) EA 4,000.0000 160,000.00 50.000 200,000 059 RAIL TENSIONING ASSEMBLY EA 150.0000 600.00 0.000 0 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 19,250.00 24.000 13,200 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 85,000.00 33.000 82,500 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 38,000.00 19.000 38,000 063 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 197,600.00 546,148.000 218,459 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 22,800.00 26,764.000 21,411 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 112.000 89 (BROKEN 12-3) 068 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 1,650.00 292.800 1,610 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 87,400.00 532,850.000 106,570 (BROKEN 36-12) 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,356.00 5,019.000 1,003 (BROKEN 17-7) 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 31,800.00 20,369.000 40,738 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.005 7.50 0.996 1,494 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 1.000 96,500 075 MODIFY LIGHTING LS 30,000.0000 30,000.00 0.330 9,900.00 0.700 21,000 PROGRAM CAS145 PAGE 4 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 01:27 PM ESTIMATE NO. 19 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 10/20/13 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,047.50 69,573,273.66 ADJUSTMENT OF COMPENSATION 0.00 280,560.65 EXTRA WORK 56,495.42 1,315,924.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 76,542.92 71,169,758.74 076 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 76,542.92 78,469,758.74 MATERIALS ON HAND ON SITE 253,220.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,500.00 -445,360.00 TOTAL 74,042.92 78,277,618.74 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 09/30/13 140 86 0 0 95% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS RENEE SUTTI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/13