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 12/14/11 EST. NO.06 TIME 10:47 AM R.E. NAME: TEHRANI, JOSEPH 07-252104 --------------------------------------------------------------------------- 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 0003 16,904.22 A.C. @ U.P.(+) 082011 N 0000 0 16,904.22 TOTAL THIS ESTIMATE 608,095.78 TOTAL PREVIOUS ESTIMATE 625,000.00 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 12/14/11 EST. NO.06 TIME 10:47 AM R.E. NAME: TEHRANI, JOSEPH 07-252104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SECTION 10-1.14 -84,000.00 03 0.00 -84,000.00 TOTAL DEDUCTIONS 0.00 -84,000.00 PROGRAM CAS145 PAGE 1 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 10:47 AM ESTIMATE NO. 06 BID OPENING 12/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/14/11 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-101-31.1/38.2 ------------------------------ GRIFFITH COMPANY IN LOS ANGELES COUNTY IN CALABASAS 12200 BLOOMFIELD AVE AGOURA HILLS AND WESTLAKE VILLAGE SANTA FE SPRINGS, CA 90607 FROM 0.2 MILE WEST OF LAS VIRGENES ROAD OVERCROSSING TO LOS ANGELES COUNTY LINE FED. AID NO. SARR-Q101(182)E ,A-Q101(182)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000.00 002 TIME-RELATED OVERHEAD LS 137,000.0000 137,000.00 1.000 137,000.00 003 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 004 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000.00 PREVENTION PLAN 005 TEMPORARY GRAVEL BAG BERM LF 1.6600 84,660.00 0.000 0.00 006 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 39,900.00 420.000 39,900.00 007 STREET SWEEPING LS 38,000.0000 38,000.00 1.000 38,000.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 1.000 8,000.00 009 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 0.000 0.00 010 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 2,400.00 0.000 0.00 012 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.150 1,800.00 1.000 12,000.00 013 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 014 REMOVE METAL BEAM GUARD RAILING LF 11.0000 9,790.00 -195.000 -2,145.00 480.000 5,280.00 015 REMOVE PAVEMENT MARKER EA 0.2500 7,750.00 31,000.000 7,750.00 016 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 3,750.00 1,677.000 5,031.00 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 641,000.00 87,169.720 87,169.72 725,191.720 725,191.72 018 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 019 DITCH EXCAVATION CY 250.0000 2,500.00 10.000 2,500.00 020 IMPORTED MATERIAL (SHOULDER BACKING) TON 42.0000 18,900.00 450.000 18,900.00 021 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.5000 31,755.00 63,510.000 31,755.00 022 AGGREGATE BASE (APPROACH SLAB) CY 850.0000 97,750.00 407.480 346,358.00 PROGRAM CAS145 PAGE 2 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 10:47 AM ESTIMATE NO. 06 BID OPENING 12/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAN CONCRETE BASE RAPID SETTING CY 500.0000 60,000.00 -104.000 -52,000.00 25.000 12,500.00 024 CRACK TREATMENT LNMI 2,700.0000 199,800.00 71.860 194,022.00 025 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 322,500.00 29.800 4,470.00 (REPAIR FAILED AREAS) 026 HOT MIX ASPHALT (TYPE B) TON 110.0000 88,000.00 262.540 28,879.40 027 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 88.0000 7,620,800.00 4,308.060 379,109.28 91,374.160 8,040,926.08 028 DATA CORE LS 19,000.0000 19,000.00 0.250 4,750.00 1.000 19,000.00 029 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 21,600.00 228.000 2,280.00 2,154.000 21,540.00 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 7,600.00 636.000 6,360.00 031 PLACE HOT MIX ASPHALT SQYD 42.3500 11,858.00 28.110 1,190.46 387.110 16,394.11 (MISCELLANEOUS AREA) 032 TACK COAT TON 1,600.0000 176,000.00 34.780 55,648.00 137.500 220,000.00 033 REPLACE CONCRETE PAVEMENT CY 675.0000 337,500.00 102.000 68,850.00 625.000 421,875.00 (RAPID STRENGTH CONCRETE) 034 SEAL PAVEMENT JOINT LF 4.5000 19,215.00 1,646.500 7,409.25 3,202.500 14,411.25 035 SEAL LONGITUDINAL ISOLATION JOINT LF 15.0000 13,500.00 0.000 0.00 036 TIE BAR EA 13.0000 15,730.00 71.000 923.00 223.000 2,899.00 037 DOWEL BAR (DRILL AND BOND) EA 19.0000 28,880.00 215.000 4,085.00 728.000 13,832.00 038 STRUCTURAL CONCRETE, APPROACH SLAB CY 820.0000 943,000.00 1,207.660 990,281.20 (TYPE R) 039 JOINT SEAL (MR 1/2") LF 34.0000 30,600.00 0.000 0.00 040 JOINT SEAL (MR 1 1/2") LF 51.0000 6,936.00 0.000 0.00 041 ROCK SLOPE PROTECTION CY 145.0000 1,450.00 10.000 1,450.00 (FACING, METHOD B) 042 ROCK SLOPE PROTECTION FABRIC SQYD 27.0000 810.00 30.000 810.00 043 GUARD RAILING DELINEATOR EA 11.0000 2,970.00 16.000 176.00 180.000 1,980.00 044 METAL BEAM GUARD RAILING (WOOD POST) LF 14.0000 9,800.00 25.000 350.00 400.000 5,600.00 045 TRANSITION RAILING (TYPE WB) EA 2,150.0000 6,450.00 0.000 0.00 046 END CAP (TYPE TC) EA 115.0000 345.00 0.000 0.00 047 END ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 5,395.00 -1.000 -415.00 7.000 2,905.00 048 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,700.0000 11,900.00 5.000 8,500.00 049 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,300.0000 15,600.00 1.000 1,300.00 10.000 13,000.00 PROGRAM CAS145 PAGE 3 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 10:47 AM ESTIMATE NO. 06 BID OPENING 12/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 34,600.00 27,686.000 5,537.20 193,530.000 38,706.00 051 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,150.00 3,599.000 1,799.50 23,415.000 11,707.50 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 20,160.00 3,726.000 1,676.70 47,040.000 21,168.00 (BROKEN 12-3) 053 THERMOPLASTIC PAVEMENT MARKING SQFT 1.7500 4,217.50 3,458.000 6,051.50 5,868.000 10,269.00 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 22,700.00 29,261.000 2,926.10 254,177.000 25,417.70 (BROKEN 36-12) 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 451.00 7,733.000 773.30 12,243.000 1,224.30 (BROKEN 17-7) 056 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.7000 13,650.00 1,950.000 1,365.00 19,560.000 13,692.00 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.5000 17,250.00 345.000 517.50 11,525.000 17,287.50 058 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 370.0000 370.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 059 INDUCTIVE LOOP DETECTOR LS 100,000.0000 100,000.00 1.000 100,000.00 060 MODIFY RAMP METERING SYSTEM LS 31,000.0000 31,000.00 0.100 3,100.00 1.000 31,000.00 PROGRAM CAS145 PAGE 4 DATE 12/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 10:47 AM ESTIMATE NO. 06 BID OPENING 12/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 596,227.51 11,858,772.76 ADJUSTMENT OF COMPENSATION 16,904.22 625,000.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 613,131.73 12,483,772.76 061 MOBILIZATION LS 737,000.0000 737,000.00 1.000 737,000.00 ORIGINAL CONTRACT AMOUNT 12,293,442.50 TOTAL WORK COMPLETED 613,131.73 13,220,772.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -84,000.00 TOTAL 613,131.73 13,136,772.76 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 03/22/11 45 04/20/11 00/00/00 09/30/11 72 40 27 0 96% 100% PROGRESS IS SATISFACTORY TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/14/11