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 03/25/09 EST. NO.05 TIME 12:06 PM R.E. NAME: WANG, SIMON YEH-FU 07-217404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0004 1,351.57 E.W. @ F.A.(+) 012309 N 004 0 0006 2,574.09 020309 N 0006 0 3,925.66 TOTAL THIS ESTIMATE 6,035.45 TOTAL PREVIOUS ESTIMATE 9,961.11 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 03/25/09 EST. NO.05 TIME 12:06 PM R.E. NAME: WANG, SIMON YEH-FU 07-217404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-217404 TIME 12:06 PM ESTIMATE NO. 05 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 03/25/09 LOCATION PROGRESS ESTIMATE 07-LA-5-15.6/16.3 ----------------- POWELL CONSTRUCTORS IN LOS ANGELES COUNTY IN LOS 8555 BANANA AVE ANGELES ON ROUTE 5 FROM MARIETTA FONTANA, CA 92335 STREET UNDERCROSSING TO 0.3 KM SOUTH OF LORENA STREET OVERCROSSING FED. AID NO. ACHS- 005-2(940)E ,IMG- 005-2(940)E WIDEN RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 500.00 0.500 1,000.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 640,000.00 20.000 40,000.00 95.000 190,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.070 350.00 0.260 1,300.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 05 TEMPORARY GRAVEL BAG BERM M 10.0000 3,400.00 100.000 1,000.00 250.000 2,500.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,300.00 14.000 1,400.00 07 STREET SWEEPING LS 5,000.0000 5,000.00 0.070 350.00 0.260 1,300.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,500.0000 7,500.00 0.310 2,325.00 0.500 3,750.00 09 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.750 4,500.00 S) 10 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.260 13,000.00 0.500 25,000.00 S) 11 TYPE III BARRICADE EA 100.0000 500.00 5.000 500.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 1,110.00 1,110.000 1,110.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 700.00 13.000 260.00 35.000 700.00 14 TEMPORARY PAVEMENT MARKER EA 3.0000 1,350.00 450.000 1,350.00 S) 15 TEMPORARY RAILING (TYPE K) M 30.0000 58,200.00 520.000 15,600.00 1,910.000 57,300.00 16 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 14.000 4,200.00 42.000 12,600.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 6.0000 840.00 18.000 108.00 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 5,680.00 416.000 1,664.00 746.000 2,984.00 S) STRIPE 19 REMOVE TRAFFIC STRIPE M 1.0000 3,420.00 1,809.000 1,809.00 1,809.000 1,809.00 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,710.00 776.000 776.00 2,052.000 2,052.00 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,680.00 13.090 261.80 13.090 261.80 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 2,020.00 1,264.000 1,264.00 1,822.000 1,822.00 S) PROGRAM CAS145 PAGE 2 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-217404 TIME 12:06 PM ESTIMATE NO. 05 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 100.00 0.000 0.00 24 REMOVE ROADSIDE SIGN EA 100.0000 200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 25 REMOVE ASPHALT CONCRETE DIKE M 5.0000 750.00 109.000 545.00 26 REMOVE CONCRETE PAVEMENT M2 35.0000 19,250.00 150.000 5,250.00 27 REMOVE CONCRETE CURB M 50.0000 950.00 0.000 0.00 28 CAP INLET EA 900.0000 6,300.00 1.000 900.00 3.000 2,700.00 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 0.000 0.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 31 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 32 ROADWAY EXCAVATION M3 40.0000 104,000.00 413.000 16,520.00 1,455.000 58,200.00 33 ROADWAY EXCAVATION (TYPE Y-1) M3 5.0000 5,200.00 541.000 2,705.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 S) 35 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 9,000.00 75.000 4,500.00 F) 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 52,260.00 115.000 6,900.00 F) 37 STRUCTURE EXCAVATION (TYPE Y-1) M3 20.0000 5,540.00 182.000 3,640.00 F) (AERIALLY DEPOSITED LEAD) 38 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 18,000.00 0.000 0.00 F) 39 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 60,120.00 188.000 11,280.00 188.000 11,280.00 F) 40 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 7,200.00 2.000 200.00 2.000 200.00 F) WALL) 41 LEAN CONCRETE BACKFILL M3 200.0000 1,400.00 0.000 0.00 F) 42 HIGHWAY PLANTING LS 18,000.0000 18,000.00 0.000 0.00 S) 43 EXTENDED IRRIGATION CROSSOVER M 400.0000 1,600.00 0.000 0.00 S) 44 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 45 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 SF) 46 IRRIGATION SLEEVE M 100.0000 5,500.00 0.000 0.00 S) 47 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 400.00 0.000 0.00 48 CLASS 3 AGGREGATE BASE M3 75.0000 72,000.00 526.000 39,450.00 49 LEAN CONCRETE BASE M3 200.0000 122,000.00 351.000 70,200.00 PROGRAM CAS145 PAGE 3 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-217404 TIME 12:06 PM ESTIMATE NO. 05 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAN CONCRETE BASE (RAPID SETTING) M3 400.0000 44,000.00 137.000 54,800.00 137.000 54,800.00 51 HOT MIX ASPHALT (TYPE B) TONN 200.0000 22,000.00 0.000 0.00 52 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 13.0000 611.00 0.000 0.00 53 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 13.0000 2,860.00 0.000 0.00 54 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 13.0000 117.00 0.000 0.00 55 CONCRETE PAVEMENT M3 240.0000 285,600.00 535.000 128,400.00 707.000 169,680.00 56 CONCRETE PAVEMENT M3 600.0000 138,000.00 228.000 136,800.00 228.000 136,800.00 (RAPID STRENGTH CONCRETE) 57 SEAL PAVEMENT JOINT M 30.0000 40,500.00 756.000 22,680.00 756.000 22,680.00 58 SEAL LONGITUDINAL ISOLATION JOINT M 40.0000 47,200.00 802.000 32,080.00 802.000 32,080.00 59 GRIND EXISTING CONCRETE M2 60.0000 4,920.00 0.000 0.00 S) PAVEMENT 60 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 18,000.00 47.400 14,220.00 F) 61 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 156,000.00 44.250 44,250.00 F) 62 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 218,025.00 68.050 28,921.25 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 30,600.00 0.000 0.00 (TYPE R) 64 PAVING NOTCH EXTENSION M3 4,000.0000 4,000.00 0.000 0.00 65 ARCHITECTURAL TREATMENT M2 200.0000 60,000.00 124.000 24,800.00 124.000 24,800.00 F) 66 DRILL AND BOND DOWEL M 60.0000 11,100.00 27.000 1,620.00 27.000 1,620.00 67 FURNISH POLYESTER CONCRETE OVERLAY M3 2,600.0000 46,800.00 0.000 0.00 68 PLACE POLYESTER CONCRETE OVERLAY M2 125.0000 31,875.00 0.000 0.00 F) 69 PREPARE CONCRETE PAVEMENT SURFACE M2 25.0000 6,500.00 0.000 0.00 70 JOINT SEAL (MR 15 MM) M 80.0000 1,040.00 0.000 0.00 71 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 92,121.00 1,667.000 5,001.00 SF) 72 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 91,672.00 1,429.000 5,001.50 SF) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 580.00 0.000 0.00 (2.0 MM-UNFRAMED) 74 METAL (SOUND WALL MOUNTED SIGN) KG 10.0000 2,900.00 0.000 0.00 75 METAL (RAIL MOUNTED SIGN) KG 12.0000 1,320.00 0.000 0.00 76 ROADSIDE SIGN (STRAP AND SADDLE EA 100.0000 100.00 0.000 0.00 BRACKET METHOD) PROGRAM CAS145 PAGE 4 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-217404 TIME 12:06 PM ESTIMATE NO. 05 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM REINFORCED CONCRETE PIPE M 600.0000 15,600.00 26.000 15,600.00 26.000 15,600.00 78 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 5,000.00 0.000 0.00 79 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 16,000.00 0.000 0.00 CONSTRUCTION) 80 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 30,000.00 0.000 0.00 S) 81 MISCELLANEOUS IRON AND STEEL KG 3.0000 888.00 296.000 888.00 296.000 888.00 SF) 82 VEGETATION CONTROL (MINOR CONCRETE) M2 200.0000 5,200.00 0.000 0.00 S) 83 CABLE RAILING M 75.0000 3,525.00 0.000 0.00 S) 84 TRANSITION RAILING (TYPE WB) EA 4,000.0000 4,000.00 0.000 0.00 S) 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0.00 S) 86 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 S) 87 CONCRETE BARRIER (TYPE 60) M 160.0000 2,400.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 250.0000 9,250.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) MODIFIED M 200.0000 2,000.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 732B) MODIFIED M 400.0000 5,600.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 736) M 30.0000 900.00 0.000 0.00 F) 92 CONCRETE BARRIER (TYPE 736A) M 240.0000 50,880.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736B) M 460.0000 7,360.00 0.000 0.00 94 THERMOPLASTIC PAVEMENT MARKING M2 3.0000 450.00 0.000 0.00 S) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,630.00 0.000 0.00 S) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,400.00 0.000 0.00 S) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,740.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,180.00 2,192.000 1,096.00 2,351.000 1,175.50 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,660.00 444.000 888.00 519.000 1,038.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,320.00 266.000 1,064.00 305.000 1,220.00 S) 01 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 02 MODIFY LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.010 500.00 S) PROGRAM CAS145 PAGE 5 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-217404 TIME 12:06 PM ESTIMATE NO. 05 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 532,975.80 1,093,442.05 ADJUSTMENT OF COMPENSATION 0.00 4.00 EXTRA WORK 3,925.66 9,957.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 536,901.46 1,103,403.16 03 MOBILIZATION LS 130,000.0000 130,000.00 0.950 123,500.00 ORIGINAL CONTRACT AMOUNT 3,149,204.00 TOTAL WORK COMPLETED 536,901.46 1,226,903.16 MATERIALS ON HAND ON SITE 62,185.63 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 536,901.46 1,289,088.79 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 09/05/08 570 10/28/08 10/30/08 03/17/11 73 21 0 0 38% 23% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/09