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 07/26/11 EST. NO.03 TIME 07:03 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 --------------------------------------------------------------------------- *** 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 07/26/11 EST. NO.03 TIME 07:03 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 -84,000.00 -84,000.00 TOTAL DEDUCTIONS -84,000.00 -84,000.00 PROGRAM CAS145 PAGE 1 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 07:03 AM ESTIMATE NO. 03 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 07/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/26/11 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 137,000.0000 137,000.00 0.470 64,390.00 0.640 87,680.00 03 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 0.300 900.00 0.600 1,800.00 04 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.000 0.00 PREVENTION PLAN 05 TEMPORARY GRAVEL BAG BERM LF 1.6600 84,660.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 39,900.00 160.000 15,200.00 340.000 32,300.00 07 STREET SWEEPING LS 38,000.0000 38,000.00 0.500 19,000.00 0.600 22,800.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.500 4,000.00 0.500 4,000.00 09 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 0.000 0.00 10 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0.00 11 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 2,400.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.850 10,200.00 13 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.450 67,500.00 0.600 90,000.00 14 REMOVE METAL BEAM GUARD RAILING LF 11.0000 9,790.00 0.000 0.00 15 REMOVE PAVEMENT MARKER EA 0.2500 7,750.00 3,214.000 803.50 3,714.000 928.50 16 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 3,750.00 0.000 0.00 17 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 641,000.00 351,384.000 351,384.00 407,131.000 407,131.00 18 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.000 0.00 19 DITCH EXCAVATION CY 250.0000 2,500.00 0.000 0.00 20 IMPORTED MATERIAL (SHOULDER BACKING) TON 42.0000 18,900.00 0.000 0.00 21 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.5000 31,755.00 0.000 0.00 22 AGGREGATE BASE (APPROACH SLAB) CY 850.0000 97,750.00 156.070 132,659.50 283.400 240,890.00 PROGRAM CAS145 PAGE 2 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 07:03 AM ESTIMATE NO. 03 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 07/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAN CONCRETE BASE RAPID SETTING CY 500.0000 60,000.00 30.000 15,000.00 100.000 50,000.00 24 CRACK TREATMENT LNMI 2,700.0000 199,800.00 37.800 102,060.00 45.800 123,660.00 25 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 322,500.00 0.000 0.00 (REPAIR FAILED AREAS) 26 HOT MIX ASPHALT (TYPE B) TON 110.0000 88,000.00 85.000 9,350.00 147.000 16,170.00 27 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 88.0000 7,620,800.00 52,397.900 4,611,015.20 59,485.900 5,234,759.20 28 DATA CORE LS 19,000.0000 19,000.00 0.000 0.00 29 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 21,600.00 0.000 0.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 7,600.00 0.000 0.00 31 PLACE HOT MIX ASPHALT SQYD 42.3500 11,858.00 0.000 0.00 (MISCELLANEOUS AREA) 32 TACK COAT TON 1,600.0000 176,000.00 57.120 91,392.00 72.720 116,352.00 33 REPLACE CONCRETE PAVEMENT CY 675.0000 337,500.00 297.000 200,475.00 518.000 349,650.00 (RAPID STRENGTH CONCRETE) 34 SEAL PAVEMENT JOINT LF 4.5000 19,215.00 1,080.000 4,860.00 1,556.000 7,002.00 35 SEAL LONGITUDINAL ISOLATION JOINT LF 15.0000 13,500.00 0.000 0.00 36 TIE BAR EA 13.0000 15,730.00 66.000 858.00 152.000 1,976.00 37 DOWEL BAR (DRILL AND BOND) EA 19.0000 28,880.00 336.000 6,384.00 513.000 9,747.00 38 STRUCTURAL CONCRETE, APPROACH SLAB CY 820.0000 943,000.00 378.370 310,263.40 899.380 737,491.60 (TYPE R) 39 JOINT SEAL (MR 1/2") LF 34.0000 30,600.00 0.000 0.00 40 JOINT SEAL (MR 1 1/2") LF 51.0000 6,936.00 0.000 0.00 41 ROCK SLOPE PROTECTION CY 145.0000 1,450.00 0.000 0.00 (FACING, METHOD B) 42 ROCK SLOPE PROTECTION FABRIC SQYD 27.0000 810.00 0.000 0.00 43 GUARD RAILING DELINEATOR EA 11.0000 2,970.00 0.000 0.00 44 METAL BEAM GUARD RAILING (WOOD POST) LF 14.0000 9,800.00 0.000 0.00 45 TRANSITION RAILING (TYPE WB) EA 2,150.0000 6,450.00 0.000 0.00 46 END CAP (TYPE TC) EA 115.0000 345.00 0.000 0.00 47 END ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 5,395.00 0.000 0.00 48 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,700.0000 11,900.00 0.000 0.00 49 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,300.0000 15,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 07:03 AM ESTIMATE NO. 03 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 07/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 34,600.00 0.000 0.00 51 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,150.00 0.000 0.00 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 20,160.00 0.000 0.00 (BROKEN 12-3) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 1.7500 4,217.50 0.000 0.00 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 22,700.00 0.000 0.00 (BROKEN 36-12) 55 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 451.00 0.000 0.00 (BROKEN 17-7) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.7000 13,650.00 0.000 0.00 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.5000 17,250.00 0.000 0.00 58 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 370.0000 370.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 59 INDUCTIVE LOOP DETECTOR LS 100,000.0000 100,000.00 0.050 5,000.00 0.050 5,000.00 60 MODIFY RAMP METERING SYSTEM LS 31,000.0000 31,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252104 TIME 07:03 AM ESTIMATE NO. 03 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 07/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,012,494.60 7,549,537.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,012,494.60 7,549,537.30 61 MOBILIZATION LS 737,000.0000 737,000.00 0.250 184,250.00 1.000 737,000.00 ORIGINAL CONTRACT AMOUNT 12,293,442.50 TOTAL WORK COMPLETED 6,196,744.60 8,286,537.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -84,000.00 -84,000.00 TOTAL 6,112,744.60 8,202,537.30 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 00/00/00 00/00/00 08/11/11 29 40 0 0 67% 64% PROGRESS IS SATISFACTORY TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/11