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 07/30/12 EST. NO.19 TIME 04:00 PM R.E. NAME: TEHRANI, JOSEPH 07-251504 --------------------------------------------------------------------------- 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 0038 2,772.97 E.W. @ F.A.(+) 032012 N 0071.1 0039 2,807.95 031912 N 0073.1 0040 1,850.35 031512 N 0074.1 0041 2,554.83 031212 N 0076.1 0042 1,388.18 112211 N 0080.2 019 0001 -8,582.52 A.C. @ L.S.(-) 072712 N N/A 0 2,791.76 TOTAL THIS ESTIMATE 1,780,874.55 TOTAL PREVIOUS ESTIMATE 1,783,666.31 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 07/30/12 EST. NO.19 TIME 04:00 PM R.E. NAME: TEHRANI, JOSEPH 07-251504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATIONS -100,000.00 04 SWPPP VIOLATION 100,000.00 06 LATE LANE OPENING -18,900.00 07 LATE LANE OPENING -16,800.00 16 ITEM ADJ 006 & 044 -10,000.00 18 TEMP DEDUCT ITEM 001 -1,318.84 18 ITEM ADJ 006 & 044 10,000.00 19 TEMP DEDUCT 001 1,318.84 19 11,318.84 -35,700.00 OTHER OUTSTANDING DOCUMENTS DVBE -10,000.00 18 DVBE 10,000.00 19 10,000.00 0.00 TOTAL DEDUCTIONS 21,318.84 -35,700.00 PROGRAM CAS145 PAGE 1 DATE 07/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/25/12 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/30/12 LOCATION SEMI-FINAL ESTIMATE 07-VEN-101-0.0/12.6 ------------------- SECURITY PAVING COMPANY, INC. IN VENTURA COUNTY IN THOUSAND OAKS PO BOX 1489 AND CAMARILLO FROM LOS ANGELES SUN VALLEY, CA 91352-1489 COUNTY LINE TO 0.3 MILE NORTH OF PLEASANT VALLEY ROAD OVERCROSSING FED. AID NO. NH-Q101(184)E REPLACE PCC SLABS COLD PLANE AC ------------------------------------------------------------------------------------------------------------------------------------ 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 5,275.3700 5,275.37 1.000 5,275.37 002 TIME-RELATED OVERHEAD LS 67,143.8200 1,067,143.82 1.000 1,067,143.82 003 CONSTRUCTION SITE MANAGEMENT LS 10,550.7500 10,550.75 1.000 10,550.75 004 PREPARE WATER POLLUTION CONTROL LS 1,055.0700 1,055.07 1.000 1,055.07 PROGRAM 005 TEMPORARY CONSTRUCTION ENTRANCE LS 5,275.3700 5,275.37 1.000 5,275.37 006 TEMPORARY DRAINAGE INLET PROTECTION EA 263.7700 7,913.10 92.000 24,266.84 007 STREET SWEEPING LS 10,550.7500 10,550.75 1.000 10,550.75 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,913.0600 7,913.06 1.000 7,913.06 009 CONSTRUCTION AREA SIGNS LS 9,437.6500 9,437.65 1.000 9,437.65 010 TRAFFIC CONTROL SYSTEM LS 687,680.9500 687,680.95 1.000 687,680.95 011 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.5500 2,004.50 152.000 1,603.60 012 REMOVE PAVEMENT MARKER EA 1.0600 25,016.00 23,600.000 25,016.00 013 REMOVE ASPHALT CONCRETE DIKE LF 5.2800 2,428.80 314.000 1,657.92 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4500 1,059,950.00 624,908.000 906,116.60 015 ROADWAY EXCAVATION CY 24.2500 120,037.50 5,088.550 123,397.34 016 LEAD COMPLIANCE PLAN LS 2,110.1500 2,110.15 1.000 2,110.15 017 CLASS 3 AGGREGATE BASE CY 36.9300 71,644.20 1,711.600 63,209.39 018 LEAN CONCRETE BASE RAPID SETTING CY 311.9800 630,199.60 1,275.840 398,036.56 019 CRACK TREATMENT LNMI 5,064.3600 400,084.44 9.090 46,035.03 020 REPLACE ASPHALT CONCRETE SURFACING CY 138.0000 280,140.00 13.330 1,839.54 021 HOT MIX ASPHALT (TYPE B) TON 71.0400 426,950.40 3,419.100 242,892.86 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.2400 8,472,856.00 79,140.550 6,745,940.48 PROGRAM CAS145 PAGE 2 DATE 07/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/25/12 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 DATA CORE LS 31,652.2500 31,652.25 1.000 31,652.25 024 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.6600 3,291.60 186.000 2,354.76 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.6600 2,532.00 77.000 974.82 026 TACK COAT TON 580.5400 92,886.40 148.940 86,465.63 027 CONCRETE PAVEMENT (RAMP TERMINI) CY 346.8200 835,836.20 2,176.260 754,770.49 (RAPID STRENGTH CONCRETE) 028 REPLACE CONCRETE PAVEMENT CY 393.6700 5,275,178.00 18,554.630 7,304,401.19 (RAPID STRENGTH CONCRETE) 029 SEAL PAVEMENT JOINT LF 3.2700 303,456.00 57,960.000 189,529.20 030 SEAL ISOLATION JOINT LF 3.0600 61,506.00 8,064.000 24,675.84 031 TIE BAR EA 12.8500 291,695.00 21,566.000 277,123.10 032 DOWEL BAR EA 12.9900 558,570.00 65,817.000 854,962.83 033 REPAIR SPALLED JOINTS SQYD 849.3400 144,387.80 75.244 63,907.74 034 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.5800 1,068,080.00 635,151.000 1,003,538.58 035 GRIND EXISTING CONCRETE SQYD 3.7800 2,271,780.00 519,555.840 1,963,921.08 PAVEMENT 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 262.50 21.000 262.50 (0.063"-UNFRAMED) 037 ROADSIDE SIGN - ONE POST EA 321.8000 321.80 1.000 321.80 038 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 79.1300 712.17 9.000 712.17 METHOD) 039 METAL BEAM GUARD RAILING (WOOD POST) LF 27.8900 12,550.50 212.500 5,926.63 040 END ANCHOR ASSEMBLY (TYPE SFT) EA 681.2000 6,130.80 4.000 2,724.80 041 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,164.4500 19,480.05 4.000 8,657.80 042 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 96,320.00 374,296.000 104,802.88 043 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 35,471.00 47,263.000 37,337.77 044 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 20,286.00 46,854.000 32,329.26 (BROKEN 12-3) 045 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6900 53,262.00 24,054.000 64,705.26 046 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 77,220.00 300,112.000 78,029.12 (BROKEN 36-12) 047 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 6,552.00 26,485.000 6,886.10 (BROKEN 17-7) 048 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 31,623.00 27,305.000 34,677.35 049 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5800 39,216.00 17,502.000 45,155.16 PROGRAM CAS145 PAGE 3 DATE 07/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/25/12 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,692.7600 3,692.76 1.000 3,692.76 SYSTEM ELEMENTS DURING CONSTRUCTION 051 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 215,391.4300 215,391.43 1.000 215,391.43 052 MODIFY RAMP METERING SYSTEM LS 290,145.6000 290,145.60 1.000 290,145.60 PROGRAM CAS145 PAGE 4 DATE 07/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/25/12 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 23,877,041.00 ADJUSTMENT OF COMPENSATION -8,582.52 1,373,522.84 EXTRA WORK 11,374.28 410,143.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,791.76 25,660,707.31 053 MOBILIZATION LS 618,484.9100 1,618,484.91 1.000 1,618,484.91 ORIGINAL CONTRACT AMOUNT 26,774,191.25 TOTAL WORK COMPLETED 2,791.76 27,279,192.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 21,318.84 -35,700.00 TOTAL 24,110.60 27,243,492.22 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 02/16/11 100 03/18/11 03/18/11 04/25/12 138 138 38 0 100% 100% TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/30/12