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 06/18/12 EST. NO.03 TIME 08:57 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 0001 1,961.59 E.W. @ F.A.(+) 043012 N 0005.0 0002 2,646.92 060112 N 0007.0 0003 1,893.49 060712 N 0008.0 002 0001 3,075.00 E.W. @ F.A.(+) 042012 N 0009.0 003 0001 825.00 E.W. @ F.A.(+) 052112 N 0006.0 10,402.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,402.00 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 06/18/12 EST. NO.03 TIME 08:57 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 0.00 -3,600.00 TOTAL DEDUCTIONS 0.00 -3,600.00 PROGRAM CAS145 PAGE 1 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 08:57 AM ESTIMATE NO. 03 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 06/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 06/18/12 LOCATION RERUN 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.250 1,625.00 002 TIME-RELATED OVERHEAD LS 0.0000 1,000,000.00 0.093 93,000.00 0.093 93,000.00 003 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.134 3,350.00 0.225 5,625.00 004 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750.00 PROGRAM 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 175,000.0000 175,000.00 0.183 32,025.00 0.274 47,950.00 006 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 0.064 1,472.00 0.510 11,730.00 007 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.188 178,600.00 0.288 273,600.00 008 TYPE III BARRICADE EA 80.0000 480.00 0.000 0.00 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,300.00 0.000 0.00 010 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.188 5,640.00 0.288 8,640.00 011 TEMPORARY RAILING (TYPE K) LF 15.0000 220,500.00 0.000 0.00 012 TEMPORARY CRASH CUSHION MODULE EA 200.0000 52,000.00 0.000 0.00 013 REMOVE BRIDGE APPROACH GUARD RAILING LF 12.0000 5,280.00 0.000 0.00 014 REMOVE METAL BEAM GUARD RAILING LF 5.5000 69,850.00 0.000 0.00 015 REMOVE THRIE BEAM BARRIER LF 9.0000 2,700.00 0.000 0.00 016 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 29,100.00 0.000 0.00 017 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 750.00 0.000 0.00 018 REMOVE PAVEMENT MARKER EA 0.7500 100,500.00 39,240.000 29,430.00 39,240.000 29,430.00 019 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 175,200.00 29,135.000 58,270.00 020 REMOVE CONCRETE PAVEMENT CY 35.0000 3,283,000.00 6,015.100 210,528.50 6,611.600 231,406.00 021 ADJUST INLET EA 1,000.0000 15,000.00 0.000 0.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 323,950.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 08:57 AM ESTIMATE NO. 03 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 06/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE CURB LF 5.0000 15,000.00 1,265.000 6,325.00 1,785.000 8,925.00 024 ROADWAY EXCAVATION CY 14.0000 841,400.00 7,260.380 101,645.32 7,938.050 111,132.70 025 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.750 750.00 0.750 750.00 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 20.0000 330,000.00 0.000 0.00 027 CLASS 2 AGGREGATE BASE CY 60.0000 900,000.00 3,915.760 234,945.60 3,915.760 234,945.60 028 LEAN CONCRETE BASE (RAPID SETTING) CY 210.0000 6,300,000.00 1,339.080 281,206.80 1,467.080 308,086.80 029 ASPHALTIC EMULSION (FOG SEAL COAT) TON 750.0000 20,250.00 0.000 0.00 030 HOT MIX ASPHALT TON 79.0000 15,089,000.00 55,237.460 4,363,759.34 86,269.820 6,815,315.78 031 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 125,800.00 0.000 0.00 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 9,975,000.00 0.000 0.00 033 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 6.0000 3,780.00 185.850 1,115.10 239.030 1,434.18 PAVEMENT INTERLAYER) 034 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.4000 848,400.00 182,646.000 255,704.40 271,323.000 379,852.20 035 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.2500 4,125.00 0.000 0.00 036 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.2500 99,875.00 0.000 0.00 037 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.2500 4,887.50 0.000 0.00 038 RUMBLE STRIP STA 11.2500 50,737.50 0.000 0.00 039 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 040 TACK COAT TON 1.0000 850.00 64.470 64.47 132.610 132.61 041 JOINTED PLAIN CONCRETE PAVEMENT CY 265.0000 23,823,500.00 4,118.610 1,091,431.65 4,587.110 1,215,584.15 (RAPID STRENGTH CONCRETE) 042 INDIVIDUAL SLAB REPLACEMENT CY 460.0000 105,800.00 319.570 147,002.20 (RAPID STRENGTH CONCRETE) 043 SEAL PAVEMENT JOINT LF 2.2000 611,600.00 0.000 0.00 044 SEAL ISOLATION JOINT LF 2.4000 233,280.00 0.000 0.00 045 DOWEL BAR (DRILL AND BOND) LF 25.0000 9,750.00 1,640.000 41,000.00 046 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 3.0000 3,540.00 0.000 0.00 047 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.6500 362,050.00 484,058.650 314,638.12 048 GROOVE EXISTING CONCRETE PAVEMENT SQYD 3.2500 137,475.00 0.000 0.00 049 GRIND EXISTING CONCRETE SQYD 4.0000 972,000.00 208,490.200 833,960.80 227,520.200 910,080.80 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 08:57 AM ESTIMATE NO. 03 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 06/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 210,000.00 0.000 0.00 (F) 051 3" PLASTIC PIPE LF 8.0000 2,640.00 0.000 0.00 052 GUARD RAILING DELINEATOR EA 10.0000 3,300.00 0.000 0.00 053 OBJECT MARKER (TYPE P) EA 40.0000 720.00 0.000 0.00 054 OBJECT MARKER (TYPE L-1) EA 35.0000 2,310.00 0.000 0.00 055 METAL BEAM GUARD RAILING LF 20.0000 197,400.00 0.000 0.00 056 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 15,900.00 0.000 0.00 (WOOD POST) 057 TRANSITION RAILING (TYPE STB) EA 3,100.0000 37,200.00 0.000 0.00 058 TRANSITION RAILING (TYPE WB) EA 4,000.0000 160,000.00 0.000 0.00 059 RAIL TENSIONING ASSEMBLY EA 150.0000 600.00 0.000 0.00 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 19,250.00 0.000 0.00 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 85,000.00 0.000 0.00 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 38,000.00 0.000 0.00 063 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 064 CRASH CUSHION (TYPE CAT) BACKUP EA 250.0000 1,000.00 0.000 0.00 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 197,600.00 0.000 0.00 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 22,800.00 0.000 0.00 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 0.000 0.00 (BROKEN 12-3) 068 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 1,650.00 0.000 0.00 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 87,400.00 75,000.000 15,000.00 140,000.000 28,000.00 (BROKEN 36-12) 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,356.00 0.000 0.00 (BROKEN 17-7) 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 31,800.00 0.000 0.00 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.220 330.00 0.220 330.00 SYSTEM ELEMENTS DURING CONSTRUCTION 073 INDUCTIVE LOOP DETECTOR LS 30,000.0000 30,000.00 0.000 0.00 074 MODIFY VEHICLE CLASSIFICATION STATION LS 96,500.0000 96,500.00 0.040 3,860.00 075 MODIFY LIGHTING LS 30,000.0000 30,000.00 0.060 1,800.00 PROGRAM CAS145 PAGE 4 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M8004 TIME 08:57 AM ESTIMATE NO. 03 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 06/20/12 R.E. NAME: RENEE SUTTI DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,740,283.98 11,284,896.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,402.00 10,402.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,750,685.98 11,295,298.14 076 MOBILIZATION LS 300,000.0000 7,300,000.00 0.250 1,825,000.00 0.750 5,475,000.00 ORIGINAL CONTRACT AMOUNT 75,961,116.00 TOTAL WORK COMPLETED 9,575,685.98 16,770,298.14 MATERIALS ON HAND ON SITE 291,030.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,600.00 TOTAL 9,575,685.98 17,057,728.82 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 12/01/12 12 1 0 0 22% 9% PROGRESS IS SATISFACTORY CCO RENEE SUTTI RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/12