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 11/04/11 EST. NO.20 TIME 03:57 PM R.E. NAME: EID, EMILE 07-252714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0002-1 -2,629.84 E.W. @ F.A.(+) 051311 N 0011 0 DAO CORRECTING ENTRY 0002-2 1,314.92 051311 N 0011 0 DAO CORRECTING ENTRY 0003-1 -1,517.36 051611 N 0003 0 DAO CORRECTING ENTRY 0003-2 758.68 051611 N 0003 0 DAO CORRECTING ENTRY 0004-1 -6,916.78 051211 N 004 0 DAO CORRECTING ENTRY 0004-2 3,458.39 051211 N 004 0 DAO CORRECTING ENTRY 0005 4,427.50 012011 N 0005 0 005 0037 12,441.87 E.W. @ F.A.(+) 061411 N 0037 0 0038 749.43 092611 N 711967 0039 2,844.17 092611 N 711968 14,930.98 TOTAL THIS ESTIMATE 106,416.72 TOTAL PREVIOUS ESTIMATE 121,347.70 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 11/04/11 EST. NO.20 TIME 03:57 PM R.E. NAME: EID, EMILE 07-252714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL ARRA -1,000.00 01 LATE CLOSURE PER SP -24,825.00 02 ARRA REVERSAL 1,000.00 03 LATE OPENING CLOSURE -15,000.00 11 LATE CLOSURE PER SP -6,825.00 14 0.00 -46,650.00 TOTAL DEDUCTIONS 0.00 -46,650.00 PROGRAM CAS145 PAGE 1 DATE 11/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 03:57 PM ESTIMATE NO. 20 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 11/04/11 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-5-39.4/R43.9 ---------------------------------------- SECURITY PAVING COMPANY, INC. IN LOS ANGELES COUNTY IN LOS P O BOX 1489 ANGELES FROM ROUTE 118/5 SEPARATION SUN VALLEY CA 91353-1489 TO 0.1 MILE NORTH OF SAN FERNANDO ROAD OVERHEAD FED. AID NO. SARR-053(14)E ,A-053(14)E REPLACE 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 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 8.000 2,000.00 8.000 2,000.00 003 TIME-RELATED OVERHEAD WDAY 500.0000 182,500.00 38.000 19,000.00 384.000 192,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 7,500.0000 7,500.00 0.100 750.00 1.000 7,500.00 005 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500.00 PROGRAM 006 STREET SWEEPING LS 6,000.0000 6,000.00 0.100 600.00 1.000 6,000.00 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 32,000.0000 32,000.00 0.100 3,200.00 1.000 32,000.00 008 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 1.000 8,500.00 009 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.060 22,800.00 1.000 380,000.00 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,880.00 0.000 0.00 011 TEMPORARY RAILING (TYPE K) LF 29.0000 11,600.00 0.000 0.00 012 TEMPORARY CRASH CUSHION MODULE EA 210.0000 8,820.00 0.000 0.00 013 REMOVE PAVEMENT MARKER EA 0.7500 14,325.00 19,043.000 14,282.25 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5800 24,806.00 15,252.440 24,098.86 015 REMOVE CONCRETE CURB AND SIDEWALK CY 250.0000 575.00 2.560 640.00 016 ROADWAY EXCAVATION CY 24.7000 118,560.00 3,532.600 87,255.22 017 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 018 AGGREGATE BASE (APPROACH SLAB) CY 75.0000 9,075.00 -135.000 -10,125.00 174.590 13,094.25 019 CLASS 3 AGGREGATE BASE CY 42.0000 13,020.00 315.400 13,246.80 020 LEAN CONCRETE BASE RAPID SETTING CY 295.0000 64,900.00 226.000 66,670.00 021 HOT MIX ASPHALT (TYPE B) TON 64.4500 513,022.00 6,038.500 389,181.33 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 87.1000 138,489.00 1,289.910 112,351.16 PROGRAM CAS145 PAGE 2 DATE 11/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 03:57 PM ESTIMATE NO. 20 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 11/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 024 TACK COAT TON 750.0000 22,500.00 27.000 20,250.00 025 CONCRETE PAVEMENT (RAMP TERMINI) (RAPID CY 369.4000 136,678.00 372.919 137,756.28 STRENGTH CONCRETE) 026 REPLACE CONCRETE PAVEMENT CY 365.0000 3,157,250.00 8,526.510 3,112,176.15 (RAPID STRENGTH CONCRETE) 027 DOWEL BAR (DRILL AND BOND) EA 10.5000 271,950.00 13,583.000 142,621.50 028 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 2.1100 628,780.00 313,554.400 661,599.78 029 GRIND EXISTING CONCRETE SQYD 3.5800 1,109,800.00 5,531.720 19,803.56 309,254.821 1,107,132.26 PAVEMENT 030 STRUCTURAL CONCRETE, APPROACH SLAB CY 730.0000 886,220.00 13.870 10,125.10 1,447.820 1,056,908.60 (TYPE R) 031 PAVING NOTCH EXTENSION CY 3,615.0000 109,173.00 30.157 109,017.56 032 CLEAN EXPANSION JOINT LF 19.1000 20,551.60 975.000 18,622.50 033 JOINT SEAL (MR 1/2") LF 31.0000 54,777.00 1,759.000 54,529.00 034 JOINT SEAL (MR 1 1/2") LF 55.0000 21,670.00 394.000 21,670.00 035 MINOR CONCRETE (CURB RAMP) CY 1,850.0000 5,365.00 2.960 5,476.00 036 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 67,840.00 205,000.190 65,600.06 037 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,538.00 8,348.000 7,513.20 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 8,162.00 13,514.000 7,162.42 (BROKEN 12-3) 039 THERMOPLASTIC PAVEMENT MARKING SQFT 5.1400 15,985.40 2,937.000 15,096.18 040 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 21,080.00 134,143.000 22,804.31 (BROKEN 36-12) 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 544.00 2,961.000 503.37 (BROKEN 17-7) 042 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 3,280.70 7,529.000 3,990.37 (BROKEN 36-12) 043 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 9,984.00 10,242.000 9,832.32 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.9600 17,620.40 8,708.000 17,067.68 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,650.0000 2,650.00 1.000 2,650.00 1.000 2,650.00 SYSTEM ELEMENTS DURING CONSTRUCTION 046 MICROWAVE VEHICLE DETECTION SYSTEM LS 123,800.0000 123,800.00 1.000 123,800.00 (TEMPORARY) 047 MODIFY TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 1.000 14,000.00 048 MODIFY RAMP METERING SYSTEM LS 46,000.0000 46,000.00 1.000 46,000.00 PROGRAM CAS145 PAGE 3 DATE 11/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 03:57 PM ESTIMATE NO. 20 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 11/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 77,678.66 8,140,599.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,930.98 121,347.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 92,609.64 8,261,947.11 049 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 8,355,271.10 TOTAL WORK COMPLETED 92,609.64 8,311,947.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -46,650.00 TOTAL 92,609.64 8,265,297.11 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 10/07/09 570 03/01/10 00/00/00 10/18/11 371 125 6 0 100% 100% EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/04/11