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 12/11/08 EST. NO.22 TIME 03:33 PM R.E. NAME: IZADPANAH, MOE 07-232304 --------------------------------------------------------------------------- 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 0005 897.63 E.W. @ F.A.(+) 122204 N P5 0 0012 210.48 060707 N P12 0 002 0019 234.73 E.W. @ F.A.(+) 031307 N H19 0 0021 907.54 062807 N P21 0 0025 135.41 080907 N P25 0 0032 217.24 101007 N P32 0 005 0002 2,500.00 E.W. @ F.A.(+) 080807 N P1-1 0 009 0006 2,210.86 E.W. @ F.A.(+) 081507 N P6 0 013 0004 7,179.36 E.W. @ F.A.(+) 101007 N P4 0 0005 6,794.58 101107 N P5 0 014 0005 3,165.01 E.W. @ F.A.(+) 011408 N P5 0 24,452.84 TOTAL THIS ESTIMATE 66,888.92 TOTAL PREVIOUS ESTIMATE 91,341.76 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 12/11/08 EST. NO.22 TIME 03:33 PM R.E. NAME: IZADPANAH, MOE 07-232304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPEN -15,050.00 06 10 OVRNDAYS@$2000/DA -20,000.00 14 10 OVRNDAYS@$2000/DA 20,000.00 22 20,000.00 -15,050.00 LIQUIDATED DAMAGES 2DAYOVERRUN@$2000DAY -4,000.00 21 10 OVRNDAYS@$2000/DA -20,000.00 22 -20,000.00 -24,000.00 TOTAL DEDUCTIONS 0.00 -39,050.00 PROGRAM CAS145 PAGE 1 DATE 12/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-232304 TIME 03:33 PM ESTIMATE NO. 22 BID OPENING 08/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/08 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 12/11/08 LOCATION RERUN SEMI-FINAL ESTIMATE 07-LA-101-0.6/10.4 ------------------------- PETERSON-CHASE GENERAL IN LOS ANGELES COUNTY IN ENGINEERING CONSTRUCTION, INC LOS ANGELES AT VARIOUS LOCATIONS 1792 KAISER AVENUE IRVINE, CA 92614-5706 FED. AID NO. N O N E ROADSIDE MAINTENANCE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,250.0000 2,250.00 1.000 2,250.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 03 CONSTRUCTION AREA SIGNS LS 10,500.0000 10,500.00 1.000 10,500.00 S) 04 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 1.000 180,000.00 S) 05 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.7000 22,561.00 0.000 0.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 3,360.00 70.000 4,200.00 S) 07 TEMPORARY RAILING (TYPE K) M 75.0000 121,500.00 1,621.000 121,575.00 S) 08 TEMPORARY CRASH CUSHION MODULE EA 350.0000 29,400.00 112.000 39,200.00 S) 09 TEMPORARY CRASH CUSHION (ADIEM) LS 6,000.0000 6,000.00 1.000 6,000.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 130.0000 2,340.00 17.400 2,262.00 11 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 22.0000 2,640.00 305.000 6,710.00 S) STRIPE 12 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.3000 3,300.00 1,431.410 4,723.65 S) 13 REMOVE PAVEMENT MARKER EA 1.2000 1,308.00 1,781.000 2,137.20 S) 14 RELOCATE ROADSIDE SIGN EA 600.0000 1,200.00 3.000 1,800.00 15 REMOVE CONCRETE CURB M 25.0000 5,750.00 171.000 4,275.00 16 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 17 ROADWAY EXCAVATION M3 115.0000 66,700.00 504.000 57,960.00 18 ROADWAY EXCAVATION (TYPE Z-2) M3 189.0000 134,190.00 733.600 138,650.40 (AERIALLY DEPOSITED LEAD) 19 ROADWAY EXCAVATION (TYPE Z-3) M3 515.0000 36,050.00 67.080 34,546.20 (AERIALLY DEPOSITED LEAD) 20 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 21 STRUCTURE EXCAVATION (RETAINING WALL) M3 55.0000 73,260.00 1,087.000 59,785.00 F) 22 STRUCTURE EXCAVATION (TYPE Z-2) M3 189.0000 74,277.00 372.000 70,308.00 F) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 12/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-232304 TIME 03:33 PM ESTIMATE NO. 22 BID OPENING 08/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/08 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 12/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE EXCAVATION (TYPE Z-3) M3 515.0000 36,565.00 71.000 36,565.00 F) (AERIALLY DEPOSITED LEAD) 24 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 143,400.00 1,236.000 123,600.00 F) 25 HIGHWAY PLANTING LS 51,000.0000 51,000.00 1.000 51,000.00 S) 26 MAINTAIN EXISTING PLANTED AREAS LS 16,500.0000 16,500.00 1.000 16,500.00 S) 27 PLANT ESTABLISHMENT WORK LS 31,000.0000 31,000.00 1.000 31,000.00 S) 28 MAINTAIN EXISTING IRRIGATION FACILITIES LS 11,000.0000 11,000.00 1.000 11,000.00 S) 29 IRRIGATION SYSTEM LS 135,000.0000 135,000.00 1.000 135,000.00 S) 30 CLASS 3 AGGREGATE BASE M3 115.0000 34,500.00 275.000 31,625.00 31 LEAN CONCRETE BASE M3 260.0000 59,800.00 156.000 40,560.00 32 ASPHALT CONCRETE (TYPE B) TONN 300.0000 29,100.00 116.000 34,800.00 33 CONCRETE PAVEMENT M3 325.0000 100,750.00 252.300 81,997.50 34 SEAL PAVEMENT JOINT M 30.0000 8,100.00 198.000 5,940.00 35 SEAL LONGITUDINAL ISOLATION JOINT M 30.0000 8,100.00 231.000 6,930.00 36 STRUCTURAL CONCRETE, RETAINING WALL M3 1,100.0000 456,500.00 337.000 370,700.00 F) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 5.5000 60,478.00 8,926.000 49,093.00 SF) 38 100 MM PLASTIC PIPE M 150.0000 3,450.00 19.190 2,878.50 39 MINOR CONCRETE (GUTTER) M 180.0000 43,200.00 198.500 35,730.00 40 MINOR CONCRETE (COBBLESTONE TEXTURED M2 150.0000 265,500.00 1,213.000 181,950.00 PAVING) 41 MINOR CONCRETE (TEXTURED PAVING) M2 120.0000 282,000.00 2,594.000 311,280.00 42 INLET GRATE EA 200.0000 2,600.00 11.000 2,200.00 43 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,250.0000 68,750.00 47.000 58,750.00 S) 44 CABLE RAILING M 62.0000 14,260.00 187.000 11,594.00 SF) 45 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 4.000 16,000.00 46 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 11,400.00 4.000 15,200.00 47 CONCRETE BARRIER (TYPE 60D) M 305.0000 82,350.00 220.000 67,100.00 48 CONCRETE BARRIER (TYPE 736B) M 800.0000 2,400.00 3.000 2,400.00 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.4000 2,552.00 1,232.000 5,420.80 S) PROGRAM CAS145 PAGE 3 DATE 12/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-232304 TIME 03:33 PM ESTIMATE NO. 22 BID OPENING 08/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/08 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 12/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 2,442.00 2,353.000 3,882.45 S) (BROKEN 10.98 M - 3.66 M) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 2,728.00 1,392.000 3,062.40 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 4,125.00 399.000 2,194.50 S) 53 LOCATE COMMUNICATION ROUTING CONDUITS LS 8,500.0000 8,500.00 1.000 8,500.00 S) 54 MODIFY LIGHTING LS 49,000.0000 49,000.00 0.500 24,500.00 S) PROGRAM CAS145 PAGE 4 DATE 12/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-232304 TIME 03:33 PM ESTIMATE NO. 22 BID OPENING 08/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/08 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 12/11/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,561,835.60 ADJUSTMENT OF COMPENSATION 0.00 -101,561.68 EXTRA WORK 24,452.84 192,903.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 24,452.84 2,653,177.36 55 MOBILIZATION LS 265,000.0000 265,000.00 1.000 265,000.00 ORIGINAL CONTRACT AMOUNT 3,116,636.00 TOTAL WORK COMPLETED 24,452.84 2,918,177.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -39,050.00 TOTAL 24,452.84 2,879,127.36 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 09/12/06 340 10/03/06 09/27/06 05/13/08 368 28 28 0 100% 100% IZADPANAH, MOE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/11/08