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 06/15/12 EST. NO.30 TIME 02:37 PM R.E. NAME: SIAMAK SIRANG 10-0K0204 --------------------------------------------------------------------------- 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 06/15/12 EST. NO.30 TIME 02:37 PM R.E. NAME: SIAMAK SIRANG 10-0K0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING3.18.1 -825.00 04 OUT OF COMPL. -2,115.72 25 0.00 -2,940.72 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 19 REC'ED PAYROLLS 10,000.00 20 MISSING PAYROLLS -10,000.00 22 MISSING PAYROLLS -10,000.00 28 REC'ED PAYROLLS#22 10,000.00 28 REC'ED PAYROLLS #28 10,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,940.72 PROGRAM CAS145 PAGE 1 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 LOCATION RERUN PROGRESS ESTIMATE 10-MER-99-15.8/17.3 ----------------------- RGW IN MERCED COUNTY IN AND NEAR MERCED 550 GREENVILLE RD. FROM 0.1 KM NORTH OF V STREET LIVERMORE, CA. 94550-9297 UNDERCROSSING TO BLACK RASCAL CANAL BRIDGE FED. AID NO. SARR-P099(521)E ,A-P099(521)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,750.0000 3,750.00 0.500 1,875.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 7.000 1,750.00 003 TIME-RELATED OVERHEAD WDAY 1,100.0000 660,000.00 22.000 24,200.00 462.000 508,200.00 004 TEMPORARY FENCE (TYPE ESA) M 10.5000 8,610.00 762.000 8,001.00 005 300 MM TEMPORARY ALTERNATIVE PIPE M 300.0000 2,700.00 4.000 1,200.00 CULVERT 006 450 MM TEMPORARY ALTERNATIVE PIPE M 155.0000 6,820.00 44.000 6,820.00 CULVERT 007 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.040 2,400.00 0.770 46,200.00 008 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 009 TEMPORARY FIBER ROLL M 6.5000 17,875.00 191.000 1,241.50 010 TEMPORARY SILT FENCE M 6.5000 13,975.00 223.240 1,451.06 011 TEMPORARY GRAVEL BAG BERM M 8.0000 1,600.00 0.000 0.00 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 10,000.00 2.000 5,000.00 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,550.0000 30,600.00 5.000 12,750.00 014 TEMPORARY COVER M2 1.0000 3,000.00 418.000 418.00 015 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750.00 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 5,940.00 12.000 1,980.00 017 STREET SWEEPING LS 1,000.0000 1,000.00 0.040 40.00 0.770 770.00 018 TEMPORARY TACKED STRAW M2 0.3500 10,500.00 9,810.000 3,433.50 019 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.700 9,800.00 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.800 160,000.00 021 TYPE III BARRICADE EA 50.0000 3,200.00 28.000 1,400.00 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,800.00 88.000 2,640.00 PROGRAM CAS145 PAGE 2 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.040 1,200.00 0.770 23,100.00 024 PORTABLE RADAR TRAILER EA 3,000.0000 12,000.00 0.000 0.00 025 TEMPORARY RAILING (TYPE K) M 29.0000 239,250.00 5,187.110 150,426.19 026 TEMPORARY CRASH CUSHION MODULE EA 110.0000 13,200.00 28.000 3,080.00 027 REMOVE FENCE (TYPE WM) M 15.0000 7,650.00 460.850 6,912.75 028 REMOVE METAL BEAM GUARD RAILING M 20.0000 12,200.00 526.000 10,520.00 029 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 4,120.00 482.000 482.00 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,560.00 2,850.000 8,550.00 031 REMOVE PAVEMENT MARKER EA 1.0000 390.00 466.000 466.00 032 REMOVE ROADSIDE SIGN EA 65.0000 65.00 0.000 0.00 033 REMOVE ASPHALT CONCRETE DIKE M 2.0000 1,860.00 0.000 0.00 034 REMOVE CULVERT M 79.0000 316.00 4.000 316.00 035 REMOVE INLET EA 400.0000 1,200.00 1.000 400.00 036 REMOVE HEADWALL EA 2,010.0000 4,020.00 2.000 4,020.00 037 REMOVE DOWNDRAIN M 26.0000 3,900.00 75.000 1,950.00 038 SALVAGE SINGLE THRIE BEAM BARRIER M 14.0000 23,240.00 1,623.000 22,722.00 039 RESET ROADSIDE SIGN EA 200.0000 2,200.00 0.000 0.00 040 CAP INLET EA 1,900.0000 3,800.00 5.000 9,500.00 041 BRIDGE REMOVAL LS 275,000.0000 275,000.00 0.530 145,750.00 042 CLEARING AND GRUBBING LS 43,400.0000 43,400.00 1.000 43,400.00 043 ROADWAY EXCAVATION M3 47.0000 274,950.00 2,304.000 108,288.00 044 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 045 STRUCTURE EXCAVATION (BRIDGE) M3 88.0000 322,960.00 2,447.000 215,336.00 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 78,720.00 5,645.000 45,160.00 (F) 047 STRUCTURE BACKFILL (BRIDGE) M3 62.0000 117,800.00 1,266.670 78,533.54 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) M3 16.0000 292,272.00 1,590.490 25,447.84 9,544.650 152,714.40 (F) 049 CONCRETE BACKFILL M3 200.0000 520.00 2.600 520.00 PROGRAM CAS145 PAGE 3 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOSYNTHETIC REINFORCED EMBANKMENT M2 255.0000 1,545,300.00 0.000 0.00 051 IMPORTED BORROW M3 8.2000 836,400.00 7,199.510 59,035.98 65,019.510 533,159.98 052 EROSION CONTROL (BIOFILTRATION) M2 27.5000 16,500.00 0.000 0.00 053 EROSION CONTROL (TYPE C) M2 1.7500 6,125.00 0.000 0.00 054 EROSION CONTROL (DRILL SEED) M2 1.5000 1,500.00 0.000 0.00 055 EROSION CONTROL (TYPE D) M2 2.5000 67,500.00 0.000 0.00 056 TRUCK WATERING LS 7,525.0000 7,525.00 0.000 0.00 057 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 1.000 750.00 058 NPS 2 SUPPLY LINE (BRIDGE) M 88.0000 25,080.00 0.000 0.00 059 250 MM BITUMINOUS COATED STEEL PIPE M 390.0000 46,800.00 25.000 9,750.00 CONDUIT (1.63 MM THICK) 060 CLASS 2 AGGREGATE BASE M3 39.5000 271,760.00 1,608.000 63,516.00 061 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 94,000.00 0.000 0.00 062 HOT MIX ASPHALT TONN 65.0000 1,553,500.00 5,296.250 344,256.25 063 SHOULDER RUMBLE STRIP STA 330.0000 3,300.00 0.000 0.00 (HMA,ROLLED-IN INDENTATIONS) 064 DATA CORE LS 4,000.0000 4,000.00 0.250 1,000.00 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 7.0000 4,410.00 630.000 4,410.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 4.0000 1,680.00 0.000 0.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 1,080.00 0.000 0.00 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 1,160.00 0.000 0.00 069 TACK COAT TONN 860.0000 8,600.00 0.000 0.00 070 FURNISH STEEL PILING (HP 250 X 85) M 106.0000 798,922.00 5,307.610 562,606.66 071 DRIVE STEEL PILE (HP 250 X 85) EA 745.0000 312,900.00 309.000 230,205.00 072 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.670 184,250.00 073 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 240.0000 180,000.00 526.680 126,403.20 (F) 074 STRUCTURAL CONCRETE, BRIDGE M3 490.0000 3,013,500.00 84.150 41,233.50 3,999.000 1,959,510.00 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL M3 287.0000 1,926,918.00 -96.970 -27,830.39 3,894.050 1,117,592.35 (F) 076 STRUCTURAL CONCRETE, APPROACH SLAB M3 670.0000 140,700.00 70.000 46,900.00 133.330 89,331.10 (F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) M3 1,155.0000 60,060.00 10.590 12,231.45 23.400 27,027.00 (F) 078 DIAPHRAGM BOLSTER EA 5,800.0000 92,800.00 0.000 0.00 079 ARCHITECTURAL SURFACE (COBBLESTONE M2 50.5000 350,470.00 -3.710 -187.36 4,088.750 206,481.88 (F) TEXTURED CONCRETE) 080 CORE CONCRETE (251 MM - 300 MM) M 450.0000 4,050.00 0.000 0.00 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 082 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 1,290,000.00 10,469.000 15,703.50 498,435.000 747,652.50 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 829,357.20 -11,417.000 -11,987.85 458,096.000 481,000.80 (F) 084 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 300.00 0.000 0.00 (2.0 MM-UNFRAMED) 085 ROADSIDE SIGN - ONE POST EA 180.0000 180.00 0.000 0.00 086 PREPARE AND STAIN CONCRETE M2 43.0000 305,300.00 0.000 0.00 087 450 MM REINFORCED CONCRETE PIPE M 81.0000 12,150.00 112.300 9,096.30 140.300 11,364.30 088 600 MM REINFORCED CONCRETE PIPE M 125.0000 42,500.00 178.100 22,262.50 198.100 24,762.50 089 750 MM REINFORCED CONCRETE PIPE M 410.0000 1,476.00 7.500 3,075.00 090 300 MM CORRUGATED STEEL PIPE M 78.0000 9,360.00 43.770 3,414.06 43.770 3,414.06 (2.01 MM THICK) 091 450 MM CORRUGATED STEEL PIPE M 215.0000 1,075.00 0.000 0.00 (2.01 MM THICK) 092 600 MM CORRUGATED STEEL PIPE M 180.0000 7,740.00 0.000 0.00 (2.01 MM THICK) 093 WELDED STEEL PIPE CASING (BRIDGE) M 195.0000 5,070.00 0.000 0.00 094 300 MM STEEL FLARED END SECTION EA 92.0000 460.00 2.000 184.00 2.000 184.00 095 450 MM STEEL FLARED END SECTION EA 150.0000 150.00 0.000 0.00 096 600 MM STEEL FLARED END SECTION EA 220.0000 440.00 0.000 0.00 097 450 MM CONCRETE FLARED END SECTION EA 370.0000 370.00 0.000 0.00 098 600 MM CONCRETE FLARED END SECTION EA 440.0000 440.00 0.000 0.00 099 ROCK SLOPE PROTECTION M3 210.0000 7,980.00 0.000 0.00 (BACKING NO. 2, METHOD B) 100 SLOPE PAVING (EXPOSED AGGREGATE) M2 70.0000 172,200.00 0.000 0.00 (F) 101 ROCK SLOPE PROTECTION FABRIC M2 1.4500 174.00 0.000 0.00 102 MINOR CONCRETE (COBBLESTONE TEXTURED M2 122.0000 10,126.00 0.000 0.00 PAVING) 103 MISCELLANEOUS IRON AND STEEL KG 2.0000 15,608.00 1,620.000 3,240.00 3,193.000 6,386.00 (F) PROGRAM CAS145 PAGE 5 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS METAL KG 10.5000 49,350.00 0.000 0.00 (F) (RESTRAINER - PIPE TYPE) 105 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 48,000.00 960.000 19,200.00 (F) 106 CHAIN LINK FENCE (TYPE CL-1.8) M 36.0000 19,800.00 0.000 0.00 107 DELINEATOR (CLASS 1) EA 32.0000 2,048.00 0.000 0.00 108 GUARD RAILING DELINEATOR EA 20.0000 500.00 0.000 0.00 109 OBJECT MARKER (TYPE P) EA 42.0000 294.00 0.000 0.00 110 METAL BEAM GUARD RAILING (STEEL POST) M 63.0000 20,160.00 0.000 0.00 111 CHAIN LINK RAILING (TYPE 7) M 143.0000 52,624.00 0.000 0.00 (F) 112 SINGLE THRIE BEAM BARRIER (STEEL POST) M 115.0000 5,175.00 0.000 0.00 113 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 190.0000 18,620.00 0.000 0.00 114 TRANSITION RAILING (TYPE WB) EA 3,000.0000 24,000.00 0.000 0.00 115 TRANSITION RAILING (TYPE DTB) EA 5,600.0000 5,600.00 0.000 0.00 116 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 150.0000 150.00 0.000 0.00 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 630.00 0.000 0.00 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 0.000 0.00 119 CONCRETE BARRIER (TYPE 60) M 165.0000 138,600.00 0.000 0.00 120 CONCRETE BARRIER (TYPE 60A) M 200.0000 37,800.00 0.000 0.00 (F) 121 CONCRETE BARRIER (TYPE 732 MODIFIED) M 175.0000 64,575.00 100.000 17,500.00 100.000 17,500.00 (F) 122 CONCRETE BARRIER (TYPE 732A) M 182.0000 276,640.00 669.230 121,799.86 669.230 121,799.86 123 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 825.00 0.000 0.00 124 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 21,800.00 0.000 0.00 (SPRAYABLE) 125 PAINTED TRAFFIC STRIPE M 1.0000 5,490.00 11,053.000 11,053.00 126 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,880.00 400.000 1,600.00 127 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,200.0000 1,200.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 128 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 34,500.0000 34,500.00 0.000 0.00 129 COMMUNICATION CONDUIT (BRIDGE) LS 33,000.0000 33,000.00 0.898 29,634.00 130 MODIFY LIGHTING LS 44,100.0000 44,100.00 0.103 4,542.30 0.248 10,936.80 PROGRAM CAS145 PAGE 6 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SOFFIT LIGHTING LS 60,000.0000 60,000.00 0.132 7,920.00 0.188 11,280.00 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 133 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,900.0000 423,400.00 48.000 139,200.00 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 135 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM CAS145 PAGE 7 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 02:37 PM ESTIMATE NO. 30 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: SIAMAK SIRANG DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 378,345.69 8,915,119.18 ADJUSTMENT OF COMPENSATION 0.00 1,786,360.34 EXTRA WORK 0.00 145,588.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 378,345.69 10,847,067.65 136 MOBILIZATION LS 885,000.0000 1,885,000.00 1.000 1,885,000.00 ORIGINAL CONTRACT AMOUNT 20,492,520.20 TOTAL WORK COMPLETED 378,345.69 12,732,067.65 MATERIALS ON HAND ON SITE 270,389.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,940.72 TOTAL 378,345.69 12,999,515.96 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 10/22/09 600 11/06/09 01/04/10 01/10/13 462 190 0 0 60% 77% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO SIAMAK SIRANG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/12