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 05/05/11 EST. NO.30 TIME 12:15 PM R.E. NAME: IZAPANAH, M. 07-235904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 531.01 E.W. @ F.A.(+) 022610 N 005 0 003 0019 724.40 E.W. @ F.A.(+) 091109 N 0019 0 0020 795.27 102909 N 0020 0 0021 1,254.62 103009 N 0021 0 0022 118.40 103009 N 0022 0 0023 411.82 110209 N 0023 0 0024 914.54 110209 N 0024 0 0025 197.75 110409 N 0025 0 0026 1,199.80 110409 N 0026 0 0027 94.96 110509 N 0027 0 0028 1,500.69 110509 N 0028 0 0029 794.90 073109 N 0029 0 0030 1,308.55 080309 N 0030 0 0031 2,489.73 121509 N 0031 0 0032 2,544.48 121609 N 0032 0 0033 298.15 082409 N 0033 0 0035 1,075.81 022410 N 0035 0 008 0002 537.57 E.W. @ L.S.(+) 031511 N 002 0 009 0002 368.12 E.W. @ F.A.(+) 050609 N 002 0 0006 201.58 100609 N 006 0 0007 211.80 120310 N 007 0 0008 95.67 082710 N 008 0 0009 188.75 102609 N 009 0 0010 193.67 052009 N 0010 0 0011 104.70 050609 N 0011 0 0012 94.38 102809 N 0012 0 18,251.12 TOTAL THIS ESTIMATE 26,243.50 TOTAL PREVIOUS ESTIMATE 44,494.62 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 05/05/11 EST. NO.30 TIME 12:15 PM R.E. NAME: IZAPANAH, M. 07-235904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/05/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235904 TIME 12:15 PM ESTIMATE NO. 30 BID OPENING 05/22/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/07/11 R.E. NAME: IZAPANAH, M. DATE OF THIS ESTIMATE 05/05/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-5-6.8/18.4 ---------------------------------- POWELL CONSTRUCTORS IN LOS ANGELES COUNTY AT VARIOUS 8555 BANANA AVENUE LOCATIONS FONTANA CA 92335-3019 FED. AID NO. ACNH-X037(142)E ,ACIM-X037(142)E CONSTRUCT LITTER REMOVAL DEVICES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 1.000 2,000.00 02 TIME-RELATED OVERHEAD WDAY 100.0000 38,000.00 380.000 38,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 10.0000 3,600.00 663.000 6,630.00 06 TEMPORARY COVER M2 5.0000 17,000.00 3,314.250 16,571.25 07 TEMPORARY CHECK DAM M 50.0000 300.00 16.000 800.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 10,000.00 40.000 8,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 9,600.00 32.000 9,600.00 10 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 1.000 9,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 12 REMOVE FLARED END SECTION EA 100.0000 400.00 4.000 400.00 13 REMOVE PIPE M 150.0000 31,500.00 205.200 30,780.00 14 REMOVE CONCRETE M3 500.0000 10,000.00 20.000 10,000.00 15 CLEARING AND GRUBBING LS 160,000.0000 160,000.00 1.000 160,000.00 16 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 17 ROADWAY GRADING M3 100.0000 3,000.00 35.400 3,540.00 18 STRUCTURE EXCAVATION (CULVERT) M3 50.0000 222,900.00 -141.570 -7,078.50 4,514.000 225,700.00 F) 19 STRUCTURE EXCAVATION (TYPE Z-2) M3 200.0000 275,200.00 -0.270 -54.00 1,376.000 275,200.00 F) (AERIALLY DEPOSITED LEAD) 20 STRUCTURE EXCAVATION (TYPE Z-3) M3 340.0000 164,220.00 0.550 187.00 483.000 164,220.00 F) (AERIALLY DEPOSITED LEAD) 21 STRUCTURE EXCAVATION (TYPE Y-1) M3 50.0000 8,700.00 -78.120 -3,906.00 174.000 8,700.00 F) (AERIALLY DEPOSITED LEAD) 22 STRUCTURE BACKFILL (CULVERT) M3 220.0000 80,300.00 17.250 3,795.00 386.750 85,085.00 F) PROGRAM CAS145 PAGE 2 DATE 05/05/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235904 TIME 12:15 PM ESTIMATE NO. 30 BID OPENING 05/22/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/07/11 R.E. NAME: IZAPANAH, M. DATE OF THIS ESTIMATE 05/05/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 EMBANKMENT M3 220.0000 327,800.00 1,705.610 375,234.20 24 HIGHWAY PLANTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 25 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.050 2,750.00 1.000 55,000.00 S) 26 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 1.000 55,000.00 S) 27 STRUCTURAL CONCRETE (GSRD) M3 1,600.0000 1,062,720.00 0.010 16.00 679.010 1,086,416.00 F) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 7,000.00 3.500 7,000.00 F) 29 BAR REINFORCING STEEL (GSRD) KG 3.5000 245,843.50 69,999.000 244,996.50 SF) 30 450 MM REINFORCED CONCRETE PIPE M 750.0000 21,750.00 33.610 25,207.50 31 600 MM REINFORCED CONCRETE PIPE M 800.0000 23,200.00 27.120 21,696.00 32 450 MM CORRUGATED STEEL PIPE M 700.0000 40,600.00 64.110 44,877.00 (2.01 MM THICK) 33 600 MM CORRUGATED STEEL PIPE M 800.0000 5,600.00 6.700 5,360.00 (2.77 MM THICK) 34 600 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 35 MISCELLANEOUS METAL KG 9.0000 83,691.00 9,299.000 83,691.00 SF) 36 STAINLESS STEEL SCREEN (GSRD) KG 40.0000 185,520.00 4,638.000 185,520.00 SF)(LINEAR RADIAL) 37 STAINLESS STEEL SCREEN (GSRD) (TYPE 1) KG 40.0000 17,440.00 436.000 17,440.00 SF) 38 STAINLESS STEEL SCREEN (GSRD) (TYPE 2) KG 40.0000 91,200.00 2,280.000 91,200.00 SF) 39 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 18,000.00 22.000 19,800.00 S) 40 CABLE RAILING M 70.0000 18,900.00 313.200 21,924.00 S) 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 05/05/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235904 TIME 12:15 PM ESTIMATE NO. 30 BID OPENING 05/22/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/07/11 R.E. NAME: IZAPANAH, M. DATE OF THIS ESTIMATE 05/05/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -4,290.50 3,490,288.45 ADJUSTMENT OF COMPENSATION 0.00 -18,555.97 EXTRA WORK 18,251.12 63,050.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,960.62 3,534,783.07 42 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000.00 ORIGINAL CONTRACT AMOUNT 3,750,684.50 TOTAL WORK COMPLETED 13,960.62 3,884,783.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 13,960.62 3,884,783.07 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 07/02/08 630 09/25/08 07/17/08 03/07/11 611 45 0 0 100% 100% IZAPANAH, M. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/05/11