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 09/26/11 EST. NO.04 TIME 08:27 AM 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 --------------------------------------------------------------------------- 005 0005 2,475.00 E.W. @ U.P (+) 052011 N 0016.0 0006 2,325.00 072611 N 0017.0 009 0001 135,014.64 A.C. @ U.P.(+) 092111 N 0001 0 139,814.64 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 139,814.64 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 09/26/11 EST. NO.04 TIME 08:27 AM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE OPENING -15,000.00 03 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:27 AM ESTIMATE NO. 04 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 09/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 09/26/11 LOCATION RERUN PROGRESS ESTIMATE 07-VEN-101-12.6/R37.0 ----------------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY FROM 0.3 MILE P O BOX 1489 WEST OF SANTA ROSA ROAD TO 0.3 MILE SUN VALLEY CA 91352 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.140 420.00 0.460 1,380.00 002 TIME-RELATED OVERHEAD LS 558,000.0000 1,558,000.00 0.140 218,120.00 0.460 716,680.00 003 CONSTRUCTION SITE MANAGEMENT LS 24,000.0000 24,000.00 0.140 3,360.00 0.460 11,040.00 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 82,700.0000 82,700.00 0.140 11,578.00 0.460 38,042.00 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 007 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.140 126,000.00 0.640 576,000.00 008 REMOVE PAVEMENT MARKER EA 1.0000 60,400.00 16,090.000 16,090.00 26,578.000 26,578.00 009 REMOVE ASPHALT CONCRETE CY 14.8500 386,100.00 6,236.700 92,615.00 010 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 148,480.00 0.000 0.00 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1500 695,750.00 0.000 0.00 012 ROADWAY EXCAVATION CY 14.8500 573,210.00 10,099.400 149,976.09 013 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875.00 014 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 57,400.00 71.180 24,913.00 201.700 70,595.00 015 CLASS 3 AGGREGATE BASE CY 38.0000 20,520.00 0.000 0.00 016 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 225,700.00 0.000 0.00 (LCBRS) 017 CRACK TREATMENT LNMI 2,835.0000 102,060.00 0.000 0.00 018 HOT MIX ASPHALT (TYPE B) TON 78.1500 6,291,075.00 789.030 61,662.69 34,063.630 2,662,072.68 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 13,515,000.00 0.000 0.00 020 DATA CORE LS 10,350.0000 10,350.00 0.000 0.00 021 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 129,920.00 0.000 0.00 022 TACK COAT TON 425.0000 233,750.00 14.100 5,992.50 14.100 5,992.50 PROGRAM CAS145 PAGE 2 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:27 AM ESTIMATE NO. 04 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 09/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE PAVEMENT CY 377.0000 260,130.00 0.000 0.00 (RAMP TERMINI RAPID STRENGTH CONCRETE) 024 REPLACE CONCRETE PAVEMENT CY 324.0000 11,890,800.00 15,676.300 5,079,121.20 37,023.200 11,995,516.80 (RAPID STRENGTH CONCRETE) 025 TIE BAR EA 12.0000 546,000.00 7,543.000 90,516.00 11,086.000 133,032.00 026 DOWEL BAR EA 15.0000 1,368,000.00 40,345.000 605,175.00 109,640.000 1,644,600.00 027 REPAIR SPALLED JOINTS SQYD 1,115.0000 373,525.00 15.020 16,747.30 25.180 28,075.70 (POLYESTER GROUT) 028 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.6100 1,915,900.00 194,346.000 312,897.06 229,846.000 370,052.06 029 PREFORMED COMPRESSION JOINT SEAL LF 2.8100 576,050.00 12,781.000 35,914.61 12,781.000 35,914.61 030 GRIND EXISTING CONCRETE SQYD 4.2500 4,420,000.00 279,499.000 1,187,870.75 370,176.000 1,573,248.00 PAVEMENT 031 STRUCTURAL CONCRETE, APPROACH SLAB CY 830.0000 1,357,880.00 586.830 487,068.90 1,477.730 1,226,515.90 (F) (TYPE R) 032 PAVING NOTCH EXTENSION CF 265.0000 60,155.00 48.490 12,849.85 190.390 50,453.35 033 CLEAN EXPANSION JOINT LF 10.0000 370.00 0.000 0.00 034 JOINT SEAL (MR 1/2") LF 68.3000 28,890.90 0.000 0.00 035 JOINT SEAL (MR 1") LF 72.5500 53,106.60 0.000 0.00 036 JOINT SEAL (MR 1 1/2") LF 97.3500 16,841.55 0.000 0.00 037 JOINT SEAL (MR 2") LF 134.3500 32,378.35 0.000 0.00 038 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 199,920.00 0.000 0.00 039 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 31,620.00 0.000 0.00 040 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1800 39,432.00 0.000 0.00 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 103,950.00 0.000 0.00 (BROKEN 36-12) 042 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,677.90 0.000 0.00 (BROKEN 17-7) 043 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 52,451.00 0.000 0.00 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9200 55,772.00 0.000 0.00 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,515.0000 2,515.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 046 INDUCTIVE LOOP DETECTOR LS 171,000.0000 171,000.00 0.000 0.00 (REPLACEMENT) 047 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 9,840.0000 9,840.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:27 AM ESTIMATE NO. 04 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 09/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,296,296.86 21,422,129.69 ADJUSTMENT OF COMPENSATION 135,014.64 135,014.64 EXTRA WORK 4,800.00 4,800.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,436,111.50 21,561,944.33 048 MOBILIZATION LS 500,000.0000 2,500,000.00 0.950 2,375,000.00 ORIGINAL CONTRACT AMOUNT 51,110,620.30 TOTAL WORK COMPLETED 8,436,111.50 23,936,944.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 8,436,111.50 23,921,944.33 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 03/15/11 160 05/16/11 03/30/11 12/17/11 75 88 0 0 46% 47% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/30/11. ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/11