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 08/24/11 EST. NO.07 TIME 03:57 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/24/11 EST. NO.07 TIME 03:57 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 -18,900.00 -18,900.00 TOTAL DEDUCTIONS -18,900.00 -18,900.00 PROGRAM CAS145 PAGE 1 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 03:57 PM ESTIMATE NO. 07 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 08/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/24/11 LOCATION PROGRESS 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 0.750 3,956.53 002 TIME-RELATED OVERHEAD LS 67,143.8200 1,067,143.82 0.220 234,771.64 0.790 843,043.62 003 CONSTRUCTION SITE MANAGEMENT LS 10,550.7500 10,550.75 0.170 1,793.63 0.860 9,073.65 004 PREPARE WATER POLLUTION CONTROL LS 1,055.0700 1,055.07 0.750 791.30 PROGRAM 005 TEMPORARY CONSTRUCTION ENTRANCE LS 5,275.3700 5,275.37 0.170 896.81 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 0.800 8,440.60 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,913.0600 7,913.06 0.950 7,517.41 009 CONSTRUCTION AREA SIGNS LS 9,437.6500 9,437.65 0.750 7,078.24 010 TRAFFIC CONTROL SYSTEM LS 687,680.9500 687,680.95 0.170 116,905.76 0.850 584,528.81 011 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 11,800.000 12,508.00 013 REMOVE ASPHALT CONCRETE DIKE LF 5.2800 2,428.80 0.000 0.00 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4500 1,059,950.00 499,685.000 724,543.25 015 ROADWAY EXCAVATION CY 24.2500 120,037.50 5,107.400 123,854.45 016 LEAD COMPLIANCE PLAN LS 2,110.1500 2,110.15 0.750 1,582.61 017 CLASS 3 AGGREGATE BASE CY 36.9300 71,644.20 1,717.500 63,427.28 018 LEAN CONCRETE BASE RAPID SETTING CY 311.9800 630,199.60 1,280.800 399,583.98 019 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 3,449.740 245,069.53 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.2400 8,472,856.00 63,744.750 5,433,602.49 PROGRAM CAS145 PAGE 2 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 03:57 PM ESTIMATE NO. 07 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 08/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 30,069.64 024 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.6600 3,291.60 0.000 0.00 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.6600 2,532.00 0.000 0.00 026 TACK COAT TON 580.5400 92,886.40 125.810 73,037.74 027 CONCRETE PAVEMENT (RAMP TERMINI) CY 346.8200 835,836.20 2,184.200 757,524.24 (RAPID STRENGTH CONCRETE) 028 REPLACE CONCRETE PAVEMENT CY 393.6700 5,275,178.00 18,223.430 7,174,017.69 (RAPID STRENGTH CONCRETE) 029 SEAL PAVEMENT JOINT LF 3.2700 303,456.00 41,889.000 136,977.03 47,847.000 156,459.69 030 SEAL ISOLATION JOINT LF 3.0600 61,506.00 4,039.000 12,359.34 4,039.000 12,359.34 031 TIE BAR EA 12.8500 291,695.00 21,234.000 272,856.90 032 DOWEL BAR EA 12.9900 558,570.00 66,762.000 867,238.38 033 REPAIR SPALLED JOINTS SQYD 849.3400 144,387.80 36.187 30,735.07 73.810 62,689.79 034 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.5800 1,068,080.00 416,630.000 658,275.40 591,060.000 933,874.80 035 GRIND EXISTING CONCRETE SQYD 3.7800 2,271,780.00 70,356.010 265,945.72 519,555.840 1,963,921.08 PAVEMENT 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 262.50 0.000 0.00 (0.063"-UNFRAMED) 037 ROADSIDE SIGN - ONE POST EA 321.8000 321.80 0.000 0.00 038 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 79.1300 712.17 0.000 0.00 METHOD) 039 METAL BEAM GUARD RAILING (WOOD POST) LF 27.8900 12,550.50 212.500 5,926.63 212.500 5,926.63 040 END ANCHOR ASSEMBLY (TYPE SFT) EA 681.2000 6,130.80 4.000 2,724.80 4.000 2,724.80 041 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,164.4500 19,480.05 4.000 8,657.80 4.000 8,657.80 042 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 96,320.00 70,941.000 19,863.48 70,941.000 19,863.48 043 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 35,471.00 0.000 0.00 044 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 20,286.00 0.000 0.00 (BROKEN 12-3) 045 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6900 53,262.00 17,927.000 48,223.63 17,927.000 48,223.63 046 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 77,220.00 107,156.000 27,860.56 107,156.000 27,860.56 (BROKEN 36-12) 047 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 6,552.00 0.000 0.00 (BROKEN 17-7) 048 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 31,623.00 22,120.000 28,092.40 22,120.000 28,092.40 049 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5800 39,216.00 11,267.000 29,068.86 11,267.000 29,068.86 PROGRAM CAS145 PAGE 3 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 03:57 PM ESTIMATE NO. 07 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 08/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,846.38 SYSTEM ELEMENTS DURING CONSTRUCTION 051 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 215,391.4300 215,391.43 0.670 144,312.26 0.940 202,467.94 052 MODIFY RAMP METERING SYSTEM LS 290,145.6000 290,145.60 0.220 63,832.03 0.747 216,738.76 PROGRAM CAS145 PAGE 4 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 03:57 PM ESTIMATE NO. 07 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 08/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,837,222.85 21,443,142.66 ADJUSTMENT OF COMPENSATION 0.00 764,818.65 EXTRA WORK 0.00 4,751.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,837,222.85 22,212,713.06 053 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 1,837,222.85 23,831,197.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -18,900.00 -18,900.00 TOTAL 1,818,322.85 23,812,297.97 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 02/16/11 100 03/18/11 03/18/11 09/21/11 78 30 0 0 83% 78% PROGRESS IS SATISFACTORY TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/11