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 09/23/11 EST. NO.56 TIME 09:39 AM R.E. NAME: WANG, SIMON YEH-FU 07-188504 --------------------------------------------------------------------------- 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 09/23/11 EST. NO.56 TIME 09:39 AM R.E. NAME: WANG, SIMON YEH-FU 07-188504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 LOCATION RERUN PROGRESS ESTIMATE 07-LA-134-1.9/2.3 ----------------------- GRIFFITH COMPANY IN LOS ANGELES COUNTY IN BURBANK 3050 E. BIRCH STREET AND LOS ANGELES FROM 0.5 KM WEST OF BREA, CA 92821 PASS AVENUE OVERCROSSING TO 0.2 KM EAST OF OLIVE AVENUE OVERCROSSING FED. AID NO. N O N E MODIFY INTERCHANGE AND ON RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,700,000.00 877.000 1,754,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 9,150.00 230.000 3,450.00 (S) 004 TEMPORARY SUPPORT, LOCATION B LS 165,000.0000 165,000.00 1.000 165,000.00 005 TEMPORARY SUPPORT, LOCATION A LS 33,000.0000 33,000.00 1.000 33,000.00 006 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.970 291,000.00 008 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.980 39,200.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.970 630,500.00 (S) 010 TYPE III BARRICADE EA 100.0000 6,000.00 37.000 3,700.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 53.0000 18,550.00 634.000 33,602.00 (S) 012 TEMPORARY RAILING (TYPE K) M 91.0000 254,800.00 3,183.410 289,690.31 013 TEMPORARY CRASH CUSHION MODULE EA 360.0000 46,800.00 162.000 58,320.00 (S) 014 ABANDON SEWER M 475.0000 6,175.00 13.000 6,175.00 015 REMOVE CHAIN LINK FENCE M 17.0000 10,370.00 253.000 4,301.00 (S) 016 REMOVE METAL BEAM GUARD RAILING M 21.5000 4,730.00 224.720 4,831.48 (S) 017 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.7000 15,714.00 5,572.200 15,044.94 (S) 018 REMOVE PAINTED TRAFFIC STRIPE M 2.1500 20,661.50 7,930.120 17,049.76 (S) 019 REMOVE PAVEMENT MARKING M2 21.5000 2,580.00 103.140 2,217.51 (S) 020 REMOVE PAVEMENT MARKER EA 1.0000 4,400.00 4,651.000 4,651.00 (S) 021 REMOVE ROADSIDE SIGN EA 160.0000 1,760.00 11.000 1,760.00 022 REMOVE PIPE M 230.0000 8,740.00 37.680 8,666.40 PROGRAM CAS145 PAGE 2 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 800.0000 8,800.00 11.000 8,800.00 024 REMOVE SEWER MANHOLE EA 6,500.0000 6,500.00 1.000 6,500.00 025 REMOVE RETAINING WALL M 650.0000 182,000.00 360.300 234,195.00 026 SALVAGE BUS STOP (BENCH AND SHELTER) LS 3,500.0000 3,500.00 1.000 3,500.00 027 SALVAGE ROADSIDE SIGN (STRAP AND SADDLE EA 300.0000 2,100.00 7.000 2,100.00 BRACKET METHOD) 028 RELOCATE ROADSIDE SIGN EA 350.0000 3,150.00 5.000 1,750.00 029 ADJUST MANHOLE TO GRADE EA 650.0000 650.00 1.000 650.00 030 ADJUST VAULT TO GRADE EA 1,600.0000 1,600.00 1.000 1,600.00 031 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 70.0000 9,100.00 120.000 8,400.00 032 REMOVE CONCRETE M3 400.0000 20,400.00 64.080 25,632.00 033 REMOVE CONCRETE BARRIER (TYPE K) M 120.0000 13,200.00 0.000 0.00 034 ACCESS OPENING, SOFFIT EA 2,000.0000 34,000.00 20.000 40,000.00 035 BRIDGE REMOVAL (PORTION), LOCATION A LS 114,045.8800 114,045.88 1.000 114,045.88 036 BRIDGE REMOVAL (PORTION), LOCATION B LS 342,137.6300 342,137.63 1.000 342,137.63 037 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 1.000 39,000.00 038 BRIDGE REMOVAL (PORTION), LOCATION D LS 39,000.0000 39,000.00 0.220 8,580.00 039 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 040 ROADWAY EXCAVATION M3 51.7500 1,868,175.00 36,549.390 1,891,430.93 041 ROADWAY EXCAVATION (TYPE Z-2) M3 135.0000 594,000.00 4,142.760 559,272.60 (AERIALLY DEPOSITED LEAD) 042 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 043 STRUCTURE EXCAVATION (BRIDGE) M3 190.0000 383,990.00 2,021.000 383,990.00 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) M3 155.0000 1,424,450.00 9,190.000 1,424,450.00 (F) 045 STRUCTURE EXCAVATION (TYPE Z-2) M3 135.0000 285,660.00 2,116.000 285,660.00 (F) (AERIALLY DEPOSITED LEAD) 046 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 42,700.00 854.000 42,700.00 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) M3 35.5000 166,140.00 4,680.000 166,140.00 (F) 048 PERVIOUS BACKFILL MATERIAL M3 220.0000 53,020.00 241.000 53,020.00 (F) 049 LEAN CONCRETE BACKFILL M3 360.0000 316,800.00 880.000 316,800.00 (F) PROGRAM CAS145 PAGE 3 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 HIGHWAY PLANTING LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 051 COMPOST (EROSION CONTROL) M3 82.0000 9,020.00 110.000 9,020.00 (S) 052 PURE LIVE SEED (EROSION CONTROL) KG 245.0000 9,310.00 38.000 9,310.00 (S) 053 MAINTAIN EXISTING PLANTS LS 54,000.0000 54,000.00 1.000 54,000.00 (S) 054 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.100 5,000.00 0.680 34,000.00 (S) 055 MAINTAIN EXISTING IRRIGATION FACILITIES LS 48,000.0000 48,000.00 0.740 35,520.00 (S) 056 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 057 200 MM CORRUGATED HIGH DENSITY M 580.0000 12,180.00 21.000 12,180.00 POLYETHYLENE PIPE CONDUIT 058 200 MM WELDED STEEL PIPE CONDUIT M 800.0000 5,600.00 0.000 0.00 (6.35 MM THICK) 059 CLASS 3 AGGREGATE BASE M3 175.0000 311,500.00 2,445.900 428,032.50 060 LEAN CONCRETE BASE M3 285.0000 775,200.00 2,751.250 784,106.25 061 ASPHALT CONCRETE (TYPE B) TONN 98.0000 786,940.00 7,566.590 741,525.82 062 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 60.0000 5,040.00 85.180 5,110.80 063 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 60.0000 40,200.00 644.090 38,645.40 064 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 60.0000 4,020.00 78.900 4,734.00 065 FURNISH STEEL SOLDIER PILE M 330.0000 442,860.00 1,350.000 445,500.00 (2-W 360 X 79) 066 915 MM DRILLED HOLE M 345.0000 571,665.00 1,385.000 477,825.00 067 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 234.0000 30,420.00 130.000 30,420.00 (S) PILING 068 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 466.0000 410,546.00 871.730 406,226.18 (S) PILING 069 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 324,000.00 270.000 324,000.00 (S) PILING 070 TIEBACK ANCHOR EA 5,300.0000 2,374,400.00 451.000 2,390,300.00 (S) 071 TIEDOWN ANCHOR EA 12,700.0000 152,400.00 12.000 152,400.00 (S) 072 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 83,880.00 233.000 83,880.00 (F) 073 STRUCTURAL CONCRETE, BRIDGE M3 760.0000 1,527,600.00 2,010.000 1,527,600.00 (F) 074 STRUCTURAL CONCRETE, RETAINING WALL M3 420.0000 1,476,720.00 3,516.000 1,476,720.00 (F) 075 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,750.0000 73,500.00 42.000 73,500.00 (F) (TYPE EQ) 076 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 180,000.00 40.000 180,000.00 (F) PROGRAM CAS145 PAGE 4 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (WALL) M3 755.0000 45,300.00 60.000 45,300.00 078 FRACTURED RIB TEXTURE M2 110.0000 309,540.00 2,814.000 309,540.00 (F) 079 DRILL AND BOND DOWEL M 190.0000 63,650.00 616.430 117,121.70 080 CORE CONCRETE (51 MM - 100 MM) M 550.0000 2,200.00 4.000 2,200.00 (S) 081 CORE CONCRETE (101 MM - 150 MM) M 550.0000 1,100.00 0.000 0.00 (S) 082 CORE CONCRETE (151 MM - 200 MM) M 550.0000 57,750.00 92.340 50,787.00 (S) 083 SOUND WALL (MASONRY BLOCK) M2 230.0000 404,570.00 1,759.000 404,570.00 (SF) 084 JOINT SEAL (MR 30 MM) M 185.0000 24,975.00 135.000 24,975.00 (S) 085 JOINT SEAL (MR 40 MM) M 220.0000 18,700.00 85.000 18,700.00 (S) 086 BAR REINFORCING STEEL (BRIDGE) KG 2.9000 1,641,980.00 567,685.000 1,646,286.50 (SF) 087 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4500 605,395.00 247,100.000 605,395.00 (SF) 088 SHOTCRETE M3 590.0000 218,300.00 370.000 218,300.00 (F) 089 ROADSIDE SIGN EA 500.0000 2,500.00 5.000 2,500.00 090 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 830.0000 14,110.00 17.000 14,110.00 METHOD) 091 INSTALL SIGN OVERLAY M2 55.0000 165.00 2.980 163.90 092 TIMBER LAGGING M3 1,075.0000 97,825.00 91.000 97,825.00 (F) 093 PAINT CURB (2-COAT) M 5.0000 600.00 54.860 274.30 094 PREPARE AND STAIN CONCRETE LS 27,153.7900 27,153.79 1.000 27,153.79 (S) 095 450 MM REINFORCED CONCRETE PIPE M 660.0000 277,200.00 420.000 277,200.00 096 600 MM REINFORCED CONCRETE PIPE M 1,500.0000 45,000.00 30.000 45,000.00 097 450 MM CORRUGATED STEEL PIPE M 2,200.0000 68,200.00 30.960 68,112.00 (2.77 MM THICK) 098 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 940.0000 26,320.00 24.400 22,936.00 099 380 MM POLYVINYL CHLORIDE SEWER TYPE M 4,000.0000 36,000.00 11.280 45,120.00 (S) 100 SEWER MANHOLE FRAME AND COVER EA 1,100.0000 2,200.00 2.000 2,200.00 (S) 101 SEWER MANHOLE EA 15,500.0000 31,000.00 2.000 31,000.00 (S) 102 SLOPE PAVING (CONCRETE) M3 849.0000 41,601.00 49.000 41,601.00 (F) 103 MINOR CONCRETE (MISCELLANEOUS M3 2,300.0000 75,900.00 18.180 41,814.00 CONSTRUCTION) PROGRAM CAS145 PAGE 5 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (GUTTER) M 140.0000 79,240.00 566.000 79,240.00 (F) 105 MINOR CONCRETE (STAMPED CONCRETE) M2 128.6000 356,222.00 2,771.000 356,350.60 106 FRAME AND GRATE EA 1,100.0000 40,700.00 37.000 40,700.00 (SF) 107 MISCELLANEOUS METAL KG 35.7000 177,072.00 4,960.000 177,072.00 (SF)(RESTRAINER - CABLE TYPE) 108 MISCELLANEOUS METAL (BRIDGE) KG 27.9000 79,096.50 2,835.000 79,096.50 (SF) 109 BRIDGE DECK DRAINAGE SYSTEM KG 29.0000 49,880.00 1,720.000 49,880.00 (SF) 110 CHAIN LINK FENCE (TYPE CL-1.8) M 54.0000 32,940.00 611.000 32,994.00 (S) 111 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 4,750.00 5.000 4,750.00 (S) 112 METAL BEAM GUARD RAILING (WOOD POST) M 96.0000 4,224.00 44.000 4,224.00 (S) 113 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 360.0000 151,200.00 420.000 151,200.00 (SF) 114 MODIFY CONCRETE BARRIER (TYPE 5) M 440.0000 38,720.00 88.000 38,720.00 (F) 115 CONCRETE BARRIER (TYPE 26 MODIFIED) M 830.0000 73,040.00 88.000 73,040.00 (F) 116 CABLE RAILING M 56.0000 15,120.00 270.000 15,120.00 (SF) 117 TRANSITION RAILING (TYPE WB) EA 3,600.0000 14,400.00 4.000 14,400.00 (S) 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 11,100.00 3.000 11,100.00 (S) 119 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 (S) 120 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 1.000 55,000.00 (S) 121 CRASH CUSHION (REACT 350-4) EA 43,000.0000 43,000.00 1.000 43,000.00 (S) 122 CONCRETE BARRIER (TYPE 60) M 275.0000 247,500.00 300.000 82,500.00 123 CONCRETE BARRIER (TYPE 60C) M 395.0000 15,800.00 50.000 19,750.00 124 CONCRETE BARRIER (TYPE 60D) M 318.0000 22,260.00 87.000 27,666.00 125 CONCRETE BARRIER (TYPE 60E) M 730.0000 197,100.00 285.000 208,050.00 126 CONCRETE BARRIER (TYPE 60D)(MODIFIED) M 220.0000 198,220.00 901.000 198,220.00 (F) 127 CONCRETE BARRIER (TYPE 736A) M 340.0000 43,520.00 128.000 43,520.00 (F) 128 CONCRETE BARRIER (TYPE 736SV) M 480.0000 17,760.00 37.000 17,760.00 129 THERMOPLASTIC PAVEMENT MARKING M2 54.0000 4,914.00 114.150 6,164.10 (S) 130 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 17,760.00 11,662.000 18,659.20 (S) PROGRAM CAS145 PAGE 6 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 704.00 179.000 572.80 (S) 132 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,980.00 4,585.000 4,585.00 (S) (BROKEN 10.98 M - 3.66 M) 133 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,150.00 592.000 592.00 (S) (BROKEN 5.18 M - 2.14 M) 134 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 800.00 405.000 810.00 (S) (BROKEN 10.98 M - 3.66 M) 135 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 8,480.00 17,495.850 13,996.68 (S) 136 PAINT PAVEMENT MARKING (2-COAT) M2 43.0000 2,236.00 130.990 5,632.57 (S) 137 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 3,060.00 3,350.000 5,025.00 (S) 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,450.00 1,892.000 9,460.00 (S) 139 SIGNAL AND LIGHTING (TEMPORARY) LS 92,000.0000 92,000.00 1.000 92,000.00 (S) 140 LIGHTING (TEMPORARY) LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 141 MODIFY LIGHTING (CITY) LS 28,000.0000 28,000.00 1.000 28,000.00 (S) 142 LIGHTING (BRIDGE) LS 120,000.0000 120,000.00 0.910 109,200.00 (S) 143 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 275,000.0000 275,000.00 0.990 272,250.00 (S) 144 SYSTEM TESTING DOCUMENTATION LS 30,000.0000 30,000.00 0.000 0.00 (S) 145 MODIFY RAMP METERING SYSTEM LS 315,000.0000 315,000.00 1.000 315,000.00 (S) 146 RAMP METERING SYSTEM (REMOVAL) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 147 MODIFY SIGNAL AND LIGHTING LS 360,000.0000 360,000.00 0.980 352,800.00 (S) 148 MODIFY LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 1.000 450,000.00 (S) PROGRAM CAS145 PAGE 7 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-188504 TIME 09:39 AM ESTIMATE NO. 56 BID OPENING 01/11/07 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,000.00 27,143,605.03 ADJUSTMENT OF COMPENSATION 0.00 21,176.02 EXTRA WORK 0.00 1,497,770.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,000.00 28,662,551.78 149 MOBILIZATION LS 230,000.0000 2,230,000.00 1.000 2,230,000.00 ORIGINAL CONTRACT AMOUNT 29,493,683.30 TOTAL WORK COMPLETED 5,000.00 30,892,551.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 5,000.00 30,892,551.78 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 03/12/07 850 04/04/07 03/22/07 01/25/12 1354 285 219 16 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/11