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 02/26/13 EST. NO.62 TIME 08:12 AM R.E. NAME: GREWAL,SATINDER 04-172404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 040 0035 9,874.84 E.W. @ L.S.(+) 021513 N 0035 0 9,874.84 TOTAL THIS ESTIMATE 3,624,484.99 TOTAL PREVIOUS ESTIMATE 3,634,359.83 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 02/26/13 EST. NO.62 TIME 08:12 AM R.E. NAME: GREWAL,SATINDER 04-172404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM MISSING -20,000.00 03 MISSING PAYROLLS -10,000.00 03 CPM SCHEDULE RETENT -198,078.71 04 RESTITUTION DEDUCT -15,000.00 04 CPM DED RETURNS 218,078.71 05 OLIEVEN VIOLATION -10,000.00 06 RETURN RESTITUTION 12,000.00 06 RET DED FOR PAYROLL 23,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION RESTITUTION DEDUCT. -12,000.00 05 RET PAYROLL EST #3 12,000.00 07 CLASIFICATION MISUSE -10,000.00 09 WRONG CLASSIFICATION 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 LOCATION PROGRESS ESTIMATE 04-ALA-84-21.0/23.1 ----------------- GRANITE CONSTRUCTION CO. IN ALAMEDA COUNTY IN AND NEAR 715 COMSTOCK STREET LIVERMORE AND PLEASANTON FROM 4.3 SANTA CLARA CA 95054 KM EAST OF ROUTE 84 AND 680 SEPARATION TO RUBY HILLS DRIVE FED. AID NO. ACST-P084(34)E ,P-P084(34)E REALIGN CURVES AND SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 1.000 7,000 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 1,740,000.00 1,160.000 1,740,000 003 TEMPORARY FENCE (TYPE BW) M 60.0000 163,800.00 2,730.000 163,800 004 TEMPORARY PERIMETER FENCE (TYPE WM 1.8) M 65.0000 170,950.00 1,933.000 125,645 005 1200 MM TEMPORARY CULVERT M 555.0000 11,100.00 10.000 5,550 006 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.950 285,000 008 DEWATERING AND NON STORMWATER DISCHARGE LS 1,000.0000 1,000.00 1.000 1,000 CONTROL 009 TEMPORARY SILT FENCE M 8.2500 99,825.00 9,972.800 82,275 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 8,000.00 7.000 7,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 21,000.00 5.000 15,000 012 TEMPORARY CHECK DAM M 70.0000 3,780.00 16.000 1,120 013 MOVE IN/ MOVE OUT (HYDRAULIC EA 1,000.0000 10,000.00 2.000 2,000 MULCH-BONDED FIBER MATRIX) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 18,000.00 23.000 13,800 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 (S) 016 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 (S) 017 TYPE III BARRICADE EA 200.0000 3,000.00 15.000 3,000 (S) 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 1,000.00 26.300 1,315 (S) 019 TEMPORARY TRAFFIC STRIPE (TAPE) M 50.0000 3,000.00 0.000 0 (S) 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.8000 26,460.00 14,541.000 26,173 (S) 021 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 4,480.00 120.000 3,840 (S) 022 TRAFFIC PLASTIC DRUM EA 60.0000 4,800.00 80.000 4,800 (S) PROGRAM CAS145 PAGE 2 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 5.0000 6,200.00 1,256.000 6,280 (S) 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 26,000.0000 26,000.00 1.000 26,000 (S) 025 TEMPORARY RAILING (TYPE K) M 40.0000 141,200.00 3,652.000 146,080 (S) 026 TEMPORARY CRASH CUSHION MODULE EA 700.0000 9,800.00 82.000 57,400 (S) 027 ABANDON CULVERT EA 800.0000 7,200.00 9.000 7,200 028 ABANDON INLET EA 1,000.0000 1,000.00 1.000 1,000 029 OBLITERATE SURFACING M2 2.5000 29,250.00 11,700.000 29,250 030 REMOVE FENCE M 7.0000 28,000.00 4,000.000 28,000 031 REMOVE METAL BEAM GUARD RAILING M 35.0000 9,450.00 270.000 9,450 032 REMOVE FLARED END SECTION EA 250.0000 2,250.00 8.000 2,000 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 9,250.00 2,051.000 10,255 STRIPE 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,950.00 2,192.000 6,576 035 REMOVE PAVEMENT MARKER EA 2.0000 560.00 157.000 314 036 REMOVE ROADSIDE SIGN EA 100.0000 6,900.00 69.000 6,900 037 REMOVE CULVERT M 30.0000 3,000.00 91.200 2,736 038 REMOVE INLET EA 679.0000 1,358.00 3.000 2,037 039 REMOVE HEADWALL EA 1,460.0000 1,460.00 1.000 1,460 040 REMOVE BASE AND SURFACING M3 31.5000 10,080.00 65.000 2,047 041 ADJUST INLET EA 1,620.0000 17,820.00 5.000 8,100 042 ADJUST MANHOLE EA 2,680.0000 2,680.00 1.000 2,680 043 MODIFY INLET TO MANHOLE EA 2,930.0000 2,930.00 1.000 2,930 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 22,860.00 5,715.000 17,145 (S) 045 REMOVE CONCRETE M3 900.0000 900.00 1.000 900 046 CLEARING AND GRUBBING HA 500.0000 13,000.00 26.000 13,000 047 REMOVE TREE LS 250,000.0000 250,000.00 1.000 250,000 048 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 049 ROADWAY EXCAVATION M3 7.7200 4,309,304.00 558,200.000 4,309,304 PROGRAM CAS145 PAGE 3 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 051 INTRUMENTATION, INSTALLATION, AND LS 200,000.0000 200,000.00 1.000 200,000 MONITORING 052 DRAINAGE WICK M 2.0000 166,400.00 59,559.840 119,119 053 STRUCTURE BACKFILL (VEHICULAR M3 36.9000 54,243.00 1,470.000 54,243 UNDERCROSSING) 054 SAND BACKFILL M3 117.0000 8,190.00 52.500 6,142 055 DITCH EXCAVATION M3 14.0000 41,020.00 2,930.000 41,020 056 GEOSYTHETIC REINFORCED EMBANKMENT M2 8.0000 146,160.00 13,702.500 109,620 057 TOPSOIL M3 50.0000 27,500.00 550.000 27,500 058 LINER PLANTS (PLANT GROUP M - WETLAND) EA 1.5000 17,100.00 11,400.000 17,100 (S) 059 LINER PLANTS (PLANT GROUP M - BIOSTRIP) EA 1.5000 193,500.00 0.000 0 (S) 060 EROSION CONTROL (TYPE B) M2 25.0000 196,000.00 7,688.000 192,200 (S) 061 STRAW (EROSION CONTROL) TONN 500.0000 65,000.00 52.000 26,000 (S) 062 EROSION CONTROL (NETTING) M2 6.8000 42,976.00 5,357.400 36,430 063 FIBER (EROSION CONTROL) KG 1.0000 19,300.00 13,000.000 13,000 (S) 064 FIBER ROLLS M 12.0000 241,200.00 21,422.160 257,065 065 COMPOST (EROSION CONTROL) M3 350.0000 94,500.00 229.000 80,150 (S) 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 4.000 4,000 (S) 067 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 88,000.00 773.920 77,392 (S) 068 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 5,680.00 6,500.000 13,000 (S) 069 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 20,200.00 1,950.000 3,900 (S) 070 CLASS 4 AGGREGATE SUBBASE M3 40.0000 468,000.00 14,709.780 588,391 071 CLASS 3 AGGREGATE BASE M3 40.0000 684,000.00 17,024.920 680,996 072 ASPHALT TREATED PERMEABLE BASE M3 175.0000 56,000.00 320.000 56,000 073 SEAL RANDOM CRACKS LNKM 10,000.0000 7,000.00 0.700 7,000 074 ASPHALT CONCRETE (TYPE A) TONN 68.0000 1,162,800.00 17,469.380 1,187,917 075 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 902,500.00 9,228.260 876,684 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.6000 21,414.00 517.380 8,588 AREA) PROGRAM CAS145 PAGE 4 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 250.00 81.000 405 078 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 8,500.00 1,564.000 7,820 079 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 3,500.00 1,014.000 5,070 080 SHOULDER RUMBLE STRIP STA 76.5000 10,710.00 140.000 10,710 (AC, GROUND-IN INDENTATIONS) 081 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 315,000.00 186.490 335,682 (F) 082 ROADSIDE SIGN - ONE POST EA 240.0000 3,600.00 15.000 3,600 083 450 MM ALTERNATIVE PIPE CULVERT M 319.0000 51,040.00 160.000 51,040 084 600 MM ALTERNATIVE PIPE CULVERT M 320.0000 38,400.00 48.000 15,360 085 750 MM REINFORCED CONCRETE PIPE M 500.0000 13,000.00 26.000 13,000 086 1200 MM REINFORCED CONCRETE PIPE M 550.0000 82,500.00 150.000 82,500 087 1350 MM REINFORCED CONCRETE PIPE M 640.0000 76,800.00 120.000 76,800 088 300 MM CORRUGATED STEEL PIPE M 336.0000 13,440.00 40.000 13,440 (2.01 MM THICK) 089 600 MM CORRUGATED STEEL PIPE M 398.0000 16,716.00 42.000 16,716 (3.51 MM THICK) 090 450 MM CORRUGATED STEEL PIPE M 384.0000 34,560.00 90.000 34,560 (3.51 MM THICK) 091 900 MM BITUMINOUS COATED CORRUGATED M 511.0000 255,500.00 500.000 255,500 STEEL PIPE (3.51 MM THICK) 092 700 MM X 500 MM CORRUGATED STEEL PIPE M 445.0000 26,700.00 60.000 26,700 ARCH (3.51 MM THICK) 093 6198 MM X 5436 MM STRUCTURAL STEEL PLATE M 4,950.0000 693,000.00 140.000 693,000 VEHICULAR UNDERCROSSING (7.00 MM THICK) 094 200 MM PERFORATED PLASTIC M 21.0000 137,340.00 7,013.540 147,284 PIPE UNDERDRAIN 095 200 MM PLASTIC PIPE M 49.8000 15,438.00 382.000 19,023 096 GEOCOMPOSITE DRAINAGE BLANKET M2 7.4100 153,387.00 14,500.000 107,445 097 PERMEABLE MATERIAL M3 82.0000 23,780.00 290.000 23,780 098 PERMEABLE MATERIAL (BLANKET) M3 80.8000 1,195,840.00 11,341.330 916,379 099 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 284.0000 18,460.00 65.000 18,460 (3.51 MM THICK) 100 300 MM BITUMINOUS COATED CORRUGATED M 274.0000 11,508.00 42.000 11,508 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 101 DRAINAGE INLET MARKER EA 75.0000 675.00 13.000 975 102 900 MM CORRUGATED STEEL PIPE INLET M 1,690.0000 15,210.00 9.000 15,210 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 300 MM STEEL FLARED END SECTION EA 86.0000 86.00 1.000 86 104 450 MM STEEL FLARED END SECTION EA 118.0000 354.00 3.000 354 105 600 MM STEEL FLARED END SECTION EA 167.0000 334.00 2.000 334 106 900 MM STEEL FLARED END SECTION EA 456.0000 1,824.00 4.000 1,824 107 450 MM ALTERNATIVE FLARED END SECTION EA 118.0000 590.00 5.000 590 108 600 MM ALTERNATIVE FLARED END SECTION EA 170.0000 1,020.00 4.000 680 109 700 MM X 500 MM STEEL FLARED END EA 170.0000 170.00 1.000 170 PIPE ARCH SECTION 110 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 181.0000 9,050.00 50.000 9,050 111 ROCK SLOPE PROTECTION M3 469.0000 4,690.00 10.000 4,690 (FACING, METHOD B) 112 ROCK SLOPE PROTECTION M3 136.0000 19,040.00 140.000 19,040 (BACKING NO. 1, METHOD B) 113 ROCK SLOPE PROTECTION M3 108.0000 152,280.00 1,410.000 152,280 (BACKING NO. 2, METHOD B) 114 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 232.0000 6,960.00 30.000 6,960 115 CONCRETE (DITCH LINING) M3 600.0000 72,000.00 120.000 72,000 116 GABION FACED REINFORCED EMBANKMENT M3 203.0000 166,460.00 820.000 166,460 (POLYVINYL CHLORIDE COATED) 117 ROCK SLOPE PROTECTION FABRIC M2 2.1500 24,295.00 11,300.000 24,295 118 MISCELLANEOUS IRON AND STEEL KG 4.0000 8,752.00 2,656.000 10,624 (SF) 119 FENCE (TYPE BW, 5 STRAND, METAL POST) M 26.5000 190,800.00 7,032.570 186,363 (S) 120 6.4 M WIRE MESH GATE EA 1,590.0000 4,770.00 3.000 4,770 (S) 121 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 152.000 6,080 122 MARKER (CULVERT) EA 55.0000 1,320.00 24.000 1,320 123 HIGHWAY POST MARKER EA 55.0000 440.00 8.000 440 124 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 9.000 495 (S) 125 METAL BEAM GUARD RAILING (STEEL POST) M 45.0000 125,100.00 2,713.000 122,085 (S) 126 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 18,000.00 6.000 18,000 (S) 127 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,050.00 113.300 5,098 (S) 128 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 9,612.00 8,296.000 9,955 (S) (SPRAYABLE) 129 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 22,720.00 15,846.000 25,353 (S) PROGRAM CAS145 PAGE 6 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 3,200.00 1,613.000 5,161 (S) 131 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,780.00 5,601.000 6,721 (S) (BROKEN 10.98 M - 3.66 M) 132 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,840.00 1,968.000 7,872 (S) 133 INDUCTIVE LOOP DETECTOR LS 20,000.0000 20,000.00 1.000 20,000 (S) 134 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 13,000.0000 13,000.00 1.000 13,000 (S) 135 RELOCATE FLASHING BEACON EA 35,000.0000 35,000.00 1.000 35,000 (S) 136 PULL BOX (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000 137 PULL BOX (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000 (S) PROGRAM CAS145 PAGE 7 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:12 AM ESTIMATE NO. 62 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: GREWAL,SATINDER DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 16,112,446.98 ADJUSTMENT OF COMPENSATION 0.00 549,389.96 EXTRA WORK 9,874.84 3,084,969.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,874.84 19,746,806.81 138 MOBILIZATION LS 1,860,000.0000 1,860,000.00 1.000 1,860,000 ORIGINAL CONTRACT AMOUNT 18,624,101.00 TOTAL WORK COMPLETED 9,874.84 21,606,806.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 9,874.84 21,606,806.81 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 01/10/07 1160 01/25/07 01/25/07 04/15/13 1475 38 354 0 96% 97% PROGRESS IS SATISFACTORY GREWAL,SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/13