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 07/05/13 EST. NO.19 TIME 12:02 PM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- 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 0103 1,888.10 E.W. @ F.A.(+) 060812 N 0251.0 0104 12,278.38 071012 N 0253.0 0105 2,780.95 032812 N 0210.0 0106 1,033.39 042512 N 0261.0 0107 7,183.62 100212 N 0265.0 0108 4,818.76 020513 N 0262.0 002 0005-1 -3,688.67 E.W. @ F.A.(+) 042312 N 0235.0 DAO CORRECTING ENTRY 0006-1 -4,114.61 042612 N 0236.0 DAO CORRECTING ENTRY 0007 4,713.91 040312 N 0233.0 0008 8,420.92 042312 N 0235.1 0009 9,057.35 042612 N 0236.1 0010 8,898.10 042912 N 0237.0 0011 6,517.60 041612 N 0239.0 0012 7,140.65 041712 N 0240.0 0013 6,751.88 041812 N 0241.0 0014 9,362.17 042412 N 0242.0 0015 10,028.72 042712 N 0243.0 0016 9,954.69 040412 N 0234.0 0017 9,703.46 040512 N 0238.0 0018 18,099.21 043012 N 0244.0 006 0014 3,125.41 E.W. @ F.A.(+) 051612 N 0250.0 0015 16,122.85 061912 N 0252.0 0016 21,618.78 042312 N 077 0 007 0007 274.28 A.C. @ F.A.(+) 092611 N 0173.0 0024 2,759.04 022312 N 0197.0 0027 6,195.25 022612 N 0208.0 013 0017 2,429.64 E.W. @ F.A.(+) 072312 N 0255.0 0018 2,408.85 072512 N 0257.0 0019 2,408.85 072612 N 0258.0 0020 2,408.85 072712 N 0259.0 0021 1,698.08 072412 N 0256.0 0022 5,452.50 080212 N 0264.0 0023 2,591.73 073012 N 0263.0 014 0007 2,637.78 E.W. @ F.A.(+) 022812 N 0202.1 015 0001 262,201.27 A.C. @ L.S.(+) 053013 N 0001 0 018 0003 4,309.36 E.W. @ F.A.(+) 052412 N 0249.0 0004 1,387.86 022112 N 0191.2 470,858.96 TOTAL THIS ESTIMATE 1,602,550.16 TOTAL PREVIOUS ESTIMATE 2,073,409.12 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 07/05/13 EST. NO.19 TIME 12:02 PM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE OPENING -15,000.00 03 SOLID WASTE FRM 2011 -10,000.00 09 SOLID WASTE RM 2011 10,000.00 13 TEMP ITEMS ADJUSTMNT -20,000.00 19 -20,000.00 -35,000.00 TOTAL DEDUCTIONS -20,000.00 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 07/05/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 12:02 PM ESTIMATE NO. 19 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/12 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/05/13 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-101-12.6/R37.0 ---------------------------------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY FROM 0.3 MILE 13170 TELFAIR AVENUE WEST OF SANTA ROSA ROAD TO 0.3 MILE SYLMAR CA 91353 WEST OF PADRE JUAN CANYON ROAD OVERCROSSING FED. AID NO. NH-Q101(183)E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.030 90.00 1.000 3,000 002 TIME-RELATED OVERHEAD LS 1,558,000.0000 1,558,000.00 1.000 1,558,000 003 CONSTRUCTION SITE MANAGEMENT LS 24,000.0000 24,000.00 1.000 24,000 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500 PROGRAM 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 82,700.0000 82,700.00 1.000 82,700 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,000 007 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.010 9,000.00 1.000 900,000 008 REMOVE PAVEMENT MARKER EA 1.0000 60,400.00 69,691.000 69,691 009 REMOVE ASPHALT CONCRETE CY 14.8500 386,100.00 6,726.700 99,891 010 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 148,480.00 58,982.500 94,372 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1500 695,750.00 604,262.500 694,901 012 ROADWAY EXCAVATION CY 14.8500 573,210.00 11,048.800 164,074 013 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 014 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 57,400.00 224.930 78,725 015 CLASS 3 AGGREGATE BASE CY 38.0000 20,520.00 479.700 18,228 016 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 225,700.00 239.800 88,726 (LCBRS) 017 CRACK TREATMENT LNMI 2,835.0000 102,060.00 8.460 23,984.10 13.300 37,705 018 HOT MIX ASPHALT (TYPE B) TON 78.1500 6,291,075.00 35,757.230 2,794,427 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 13,515,000.00 88,940.360 7,559,930 020 DATA CORE LS 10,350.0000 10,350.00 1.000 10,350 021 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 129,920.00 68,843.000 96,380 022 TACK COAT TON 425.0000 233,750.00 185.050 78,646 PROGRAM CAS145 PAGE 2 DATE 07/05/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 12:02 PM ESTIMATE NO. 19 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/12 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/05/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE PAVEMENT CY 377.0000 260,130.00 657.700 247,952 (RAMP TERMINI RAPID STRENGTH CONCRETE) 024 REPLACE CONCRETE PAVEMENT CY 324.0000 11,890,800.00 714.180 231,394.32 47,982.100 15,546,200 (RAPID STRENGTH CONCRETE) 025 TIE BAR EA 12.0000 546,000.00 -183.000 -2,196.00 16,233.000 194,796 026 DOWEL BAR EA 15.0000 1,368,000.00 3,885.000 58,275.00 142,423.000 2,136,345 027 REPAIR SPALLED JOINTS SQYD 1,115.0000 373,525.00 97.140 108,311 (POLYESTER GROUT) 028 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.6100 1,915,900.00 1,115,167.000 1,795,418 029 PREFORMED COMPRESSION JOINT SEAL LF 2.8100 576,050.00 146,107.000 410,560 030 GRIND EXISTING CONCRETE SQYD 4.2500 4,420,000.00 1,068,543.000 4,541,307 PAVEMENT 031 STRUCTURAL CONCRETE, APPROACH SLAB CY 830.0000 1,357,880.00 23.800 19,754.00 1,578.000 1,309,740 (F) (TYPE R) 032 PAVING NOTCH EXTENSION CF 265.0000 60,155.00 190.390 50,453 033 CLEAN EXPANSION JOINT LF 10.0000 370.00 37.000 370 034 JOINT SEAL (MR 1/2") LF 68.3000 28,890.90 420.000 28,686 035 JOINT SEAL (MR 1") LF 72.5500 53,106.60 783.000 56,806 036 JOINT SEAL (MR 1 1/2") LF 97.3500 16,841.55 175.000 17,036 037 JOINT SEAL (MR 2") LF 134.3500 32,378.35 246.000 33,050 038 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 199,920.00 585,258.000 198,987 039 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 31,620.00 68,487.000 58,213 040 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1800 39,432.00 25,791.000 82,015 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 103,950.00 485,658.000 101,988 (BROKEN 36-12) 042 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,677.90 26,429.000 5,550 (BROKEN 17-7) 043 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 52,451.00 36,366.000 46,184 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9200 55,772.00 27,913.000 81,505 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,515.0000 2,515.00 1.000 2,515 SYSTEM ELEMENTS DURING CONSTRUCTION 046 INDUCTIVE LOOP DETECTOR LS 171,000.0000 171,000.00 1.000 171,000 (REPLACEMENT) 047 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 9,840.0000 9,840.00 1.000 9,840 PROGRAM CAS145 PAGE 3 DATE 07/05/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 12:02 PM ESTIMATE NO. 19 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/12 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/05/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 345,301.42 41,713,587.37 ADJUSTMENT OF COMPENSATION 271,429.84 1,251,543.46 EXTRA WORK 199,429.12 821,865.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 816,160.38 43,786,996.49 048 MOBILIZATION LS 2,500,000.0000 2,500,000.00 1.000 2,500,000 ORIGINAL CONTRACT AMOUNT 51,110,620.30 TOTAL WORK COMPLETED 816,160.38 46,286,996.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -35,000.00 TOTAL 796,160.38 46,251,996.49 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/15/11 160 05/16/11 03/30/11 10/22/12 174 399 15 0 100% 100% ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/05/13