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 03/21/07 EST. NO.34 TIME 01:06 PM R.E. NAME: SHIVINDER SINGH 10-049944 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0074 7,391.79 E.W. @ F.A.(+) 102606 N 01-074 0075 4,400.00 021707 N 01-075 0076 5,830.00 013107 N 01-076 0077 1,744.03 022707 N FWS-03 0078 111.77 022107 N 268 0 0079 829.34 022807 N 01-079 0080 147.66 030907 N 01-080 002 0117 491.93 E.W. @ F.A.(+) 022207 N 02-117 0118 75.54 022607 N 02-118 003 0018 1,145.50 E.W. @ F.A.(+) 022207 N 03-018 016 0087 629.54 E.W. @ F.A.(+) 022607 N 16-087 0088 2,888.90 021407 N 16-088 0089 1,916.39 022307 N 16-089 0090 369.62 022607 N 16-090 0091 497.30 022707 N 16-091 0092 248.65 022807 N 16-092 038 0074 5,061.49 E.W. @ F.A.(+) 013107 N 38-074 0075 2,480.31 022107 N 38-075 0076 994.59 022207 N 38-076 0077 1,296.73 022307 N 38-077 0078 745.95 022807 N 38-078 042 0003 898.52 E.W. @ L.S.(+) 012907 N 42-V03 044 0003 12,250.00 E.W. @ L.S.(+) 022807 N 44-V03 046 0003 3,469.34 E.W. @ F.A.(+) 030607 N 46-030 0004 621.62 030707 N 46-004 0005 364.58 030807 N 46-005 049 0024 294.80 E.W. @ F.A.(+) 022607 N 49-024 0025 1,029.40 021507 N 49-025 58,225.29 TOTAL THIS ESTIMATE 2,336,712.44 TOTAL PREVIOUS ESTIMATE 2,394,937.73 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 03/21/07 EST. NO.34 TIME 01:06 PM R.E. NAME: SHIVINDER SINGH 10-049944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 06 RECE'ED PAYROLLS 10,000.00 07 MISSING PAYROLLS -10,000.00 26 RECE'D PAYROLLS 10,000.00 27 MISSING PAYROLLS -10,000.00 28 REC'ED PAYROLLS 10,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 LOCATION PROGRESS ESTIMATE 10-AMA-49-R7.0/R11.0 ----------------- VIKING/STIMPEL A JOINT VENTURE IN AMADOR COUNTY IN AND NEAR SUTTER P.O. BOX 492335 CREEK AND AMADOR CITY FROM JUNCTION REDDING CA-96049-2335 ROUTE 104 TO 0.3 KM SOUTH OF RANCHERIA CREEK BRIDGE FED. AID NO. ACST-P049(129)E ,P-P049(129)E CONSTRUCT EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.750 3,375.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 9.000 19,800.00 446.000 981,200.00 03 TEMPORARY ENVIRONMENTAL FENCE M 13.0000 6,630.00 730.000 9,490.00 04 HEALTH AND SAFETY PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 05 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.020 2,400.00 1.000 120,000.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.770 5,775.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.983 245,750.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.987 19,740.00 S) 10 ABANDON CULVERT EA 1,750.0000 5,250.00 3.000 5,250.00 11 REMOVE FENCE M 5.0000 28,150.00 5,630.000 28,150.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 624.00 8.690 139.04 13 REMOVE ROADSIDE SIGN EA 110.0000 550.00 5.000 550.00 14 REMOVE FLARED END SECTION EA 200.0000 600.00 2.000 400.00 15 REMOVE PIPE M 20.0000 15,200.00 761.000 15,220.00 16 REMOVE INLET EA 450.0000 1,350.00 3.000 1,350.00 17 SALVAGE ROCK WALL M3 16.0000 6,720.00 420.000 6,720.00 18 RECONSTRUCT METAL BEAM GUARD RAILING M 66.0000 9,900.00 0.000 0.00 19 RESET ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 22,560.00 2,696.000 43,136.00 S) 21 REMOVE CONCRETE M3 105.0000 6,720.00 64.000 6,720.00 22 CLEARING AND GRUBBING LS 207,000.0000 207,000.00 1.000 207,000.00 PROGRAM CAS145 PAGE 2 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 24 ROADWAY EXCAVATION M3 5.6000 5,320,000.00 951,200.000 5,326,720.00 25 ROADWAY EXCAVATION (TYPE R) M3 100.0000 297,000.00 0.000 0.00 (HAZARDOUS AND RESTRICTED MATERIAL) 26 STRUCTURE EXCAVATION (BRIDGE) M3 55.0000 121,000.00 2,200.000 121,000.00 F) 27 STRUCTURE EXCAVATION (CULVERT) M3 12.0000 3,120.00 255.000 3,060.00 F) 28 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 10,400.00 453.800 9,076.00 F) 29 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 91,700.00 1,310.000 91,700.00 F) 30 STRUCTURE BACKFILL (CULVERT) M3 80.0000 26,400.00 330.000 26,400.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 45,000.00 4.700 352.50 918.600 68,895.00 F) 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 2,375.00 51.400 6,425.00 WALL) 33 DITCH EXCAVATION M3 16.0000 62,400.00 3,900.000 62,400.00 34 DUFF M2 0.7000 176,400.00 255,000.000 178,500.00 S) 35 EROSION CONTROL BLANKET (TYPE 1) M2 8.5000 79,815.00 9,434.600 80,194.10 S) 36 STRAW (EROSION CONTROL) TONN 650.0000 52,650.00 40.200 26,130.00 112.980 73,437.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 21,102.450 21,102.45 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 69,423.000 34,711.50 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 4.000 4,800.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 489.420 32,791.14 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 3,858.020 1,929.01 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 2,109.700 4,219.40 S) 43 WROUGHT IRON GATE (1.8 M) EA 5,000.0000 5,000.00 0.000 0.00 S) (BRIDGE NO 35-77) 44 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.000 0.00 45 CLASS 4 AGGREGATE SUBBASE M3 26.0000 569,400.00 21,920.000 569,920.00 46 CLASS 2 AGGREGATE BASE M3 38.0000 1,094,400.00 29,154.000 1,107,852.00 47 ASPHALT TREATED PERMEABLE BASE M3 96.0000 488,640.00 4,340.000 416,640.00 48 ASPHALT CONCRETE TONN 58.0000 2,285,200.00 590.000 34,220.00 39,948.980 2,317,040.84 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 20,100.00 4,194.000 31,455.00 AREA) PROGRAM CAS145 PAGE 3 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 47,100.00 4,702.000 47,020.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,200.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 23,200.00 2,074.000 20,740.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 560.00 657.000 6,570.00 54 SHOULDER RUMBLE STRIP STA 80.0000 8,800.00 103.300 8,264.00 (AC, ROLLED-IN INDENTATIONS) 55 FURNISH STEEL PILING (HP 250 X 85) M 25.0000 22,425.00 766.070 19,151.75 56 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 116,000.00 58.000 116,000.00 S) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000.00 S) 58 TIEDOWN ANCHOR EA 3,000.0000 90,000.00 30.000 90,000.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 432,000.00 720.000 432,000.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 712.0000 2,919,200.00 4,100.000 2,919,200.00 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 135.000 94,500.00 F) (TYPE N) 62 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 124,800.00 259.500 202,410.00 F) 63 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 127,500.00 87.480 131,220.00 F) 64 CLASS 1 CONCRETE (BOX CULVERT) M3 550.0000 130,350.00 312.000 171,600.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 72,000.00 60.000 72,000.00 F) 66 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 48.000 81,600.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 588,800.00 4,153.000 4,775.95 516,153.000 593,575.95 SF) 68 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 15,534.00 16,899.000 30,418.20 SF) 69 BAR REINFORCING STEEL (BOX CULVERT) KG 1.3000 47,970.00 46,669.000 60,669.70 SF) 70 BAR REINFORCING STEEL (EPOXY COATED) KG 1.5000 435,450.00 525.000 787.50 290,825.000 436,237.50 SF)(BRIDGE) 71 ROADSIDE SIGN - ONE POST EA 200.0000 8,400.00 20.000 4,000.00 38.000 7,600.00 72 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 4.000 1,600.00 8.000 3,200.00 73 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 1,500.00 15.000 1,500.00 74 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 4,715.00 40.000 4,600.00 75 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 110,400.00 727.600 116,416.00 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 170.300 30,654.00 730.000 131,400.00 PROGRAM CAS145 PAGE 4 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 55,200.00 336.400 77,372.00 78 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 98,400.00 421.660 101,198.40 79 600 MM REINFORCED CONCRETE PIPE M 200.0000 34,000.00 169.040 33,808.00 80 750 MM REINFORCED CONCRETE PIPE M 250.0000 50,000.00 196.870 49,217.50 81 900 MM REINFORCED CONCRETE PIPE M 320.0000 70,400.00 214.190 68,540.80 82 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 117.040 46,816.00 83 300 MM CORRUGATED STEEL PIPE M 100.0000 7,800.00 73.200 7,320.00 (2.01 MM THICK) 84 600 MM CORRUGATED STEEL PIPE M 145.0000 10,730.00 71.000 10,295.00 (2.01 MM THICK) 85 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 192,250.00 6,539.000 163,475.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 51,500.00 1,035.100 51,755.00 87 WROUGHT IRON GATE (1.8 M) EA 2,800.0000 8,400.00 3.000 8,400.00 (BRIDGE NO 35-78) 88 CLASS 2 PERMEABLE MATERIAL (BLANKET) M3 66.0000 50,820.00 0.000 0.00 89 150 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 108,000.00 1,440.000 108,000.00 90 300 MM ALTERNATIVE PIPE DOWNDRAIN M 45.0000 17,100.00 309.370 13,921.65 91 450 MM ALTERNATIVE PIPE DOWNDRAIN M 75.0000 11,250.00 140.600 10,545.00 92 300 MM ALTERNATIVE FLARED END SECTION EA 140.0000 2,380.00 16.000 2,240.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 175.0000 350.00 2.000 350.00 94 600 MM ALTERNATIVE FLARED END SECTION EA 230.0000 2,530.00 6.000 1,380.00 95 750 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 7.000 2,450.00 96 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 97 1050 MM ALTERNATIVE FLARED END SECTION EA 980.0000 980.00 0.000 0.00 98 900 MM ALTERNATIVE PIPE INLET M 850.0000 47,600.00 54.880 46,648.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 710.000 36,920.00 00 ROCK SLOPE PROTECTION M3 66.0000 3,894.00 58.300 3,847.80 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 9,600.00 145.800 9,331.20 02 ROCK SLOPE PROTECTION FABRIC M2 2.0000 4,000.00 1,366.000 2,732.00 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 75.610 42,341.60 PROGRAM CAS145 PAGE 5 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER) M3 1,050.0000 5,250.00 5.000 5,250.00 5.000 5,250.00 05 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,800.00 8,180.000 32,720.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 66,000.00 10,300.000 61,800.00 SF) 07 FENCE (TYPE WM, METAL POST) M 22.0000 275,000.00 410.000 9,020.00 12,500.000 275,000.00 S) 08 1.5 M WIRE MESH GATE EA 700.0000 5,600.00 4.000 2,800.00 8.000 5,600.00 S) 09 4.3 M WIRE MESH GATE EA 1,200.0000 1,200.00 1.000 1,200.00 S) 10 6.4 M WIRE MESH GATE EA 1,600.0000 3,200.00 3.000 4,800.00 S) 11 DELINEATOR (CLASS 1) EA 30.0000 3,900.00 80.000 2,400.00 80.000 2,400.00 12 GUARD RAILING DELINEATOR EA 20.0000 760.00 38.000 760.00 38.000 760.00 13 OBJECT MARKER (TYPE L) EA 36.0000 1,728.00 24.000 864.00 24.000 864.00 14 METAL BEAM GUARD RAILING M 62.0000 79,980.00 646.700 40,095.40 2,652.400 164,448.80 S) 15 END SECTION EA 75.0000 600.00 4.000 300.00 8.000 600.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 41,800.00 2.000 4,400.00 20.000 44,000.00 S) 17 CONCRETE BARRIER (TYPE 736) M 190.0000 152,760.00 804.000 152,760.00 F) 18 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.0000 100,000.00 1,221.000 4,884.00 25,000.000 100,000.00 S) 19 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,060.00 52.000 2,236.00 540.020 23,220.86 S) 20 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,300.00 13,487.000 13,487.00 S) (SPRAYABLE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 56.00 28.000 56.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 9,170.00 260.000 910.00 2,827.000 9,894.50 S) 23 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.900 144,000.00 S) 24 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 0.950 19,000.00 S) 25 MODIFY SIGNAL LS 23,000.0000 23,000.00 0.900 20,700.00 S) PROGRAM CAS145 PAGE 6 DATE 03/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:06 PM ESTIMATE NO. 34 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 198,639.35 20,326,717.69 ADJUSTMENT OF COMPENSATION 0.00 439,515.86 EXTRA WORK 58,225.29 1,955,421.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 256,864.64 22,721,655.42 26 MOBILIZATION LS 1950,000.0000 1,950,000.00 1.000 1,950,000.00 ORIGINAL CONTRACT AMOUNT 22,259,188.00 TOTAL WORK COMPLETED 256,864.64 24,671,655.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 256,864.64 24,671,655.42 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 03/26/04 400 04/12/04 05/01/06 03/30/07 445 58 46 235 98% 47% PROGRESS IS SATISFACTORY SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/07