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 09/22/05 EST. NO.17 TIME 08:41 AM 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 --------------------------------------------------------------------------- 003 0006 468.75 E.W. @ F.A.(+) 073105 N 03-006 010 0012 981.22 E.W. @ F.A.(+) 090705 N 10-011 0014 1,018.47 090905 N 10-013 020 0001 5,209.62 A.C. @ L.S.(+) 042205 N 20-001 024 0011 3,149.13 E.W. @ F.A.(+) 082905 N 24-011 0012 3,720.08 083005 N 24-012 0013 4,096.45 083105 N 24-013 0015 408.49 090605 N 24-015 025 0008 4,609.80 E.W. @ F.A.(+) 081905 N 25-008 0009 1,239.06 082405 N 25-009 0010 282.40 081905 N 25-010 0011 4,131.23 082405 N 25-011 037 0002 376.27 E.W. @ F.A.(+) 081605 N 37-002 0003 2,560.28 081705 N 37-003 0004 1,004.72 081805 N 37-004 0005 1,742.19 081205 N 37-005 0006 1,611.98 082205 N 37-006 0007 1,213.42 082505 N 37-007 038 0001 589.03 E.W. @ F.A.(+) 081605 N 38-001 0002 711.33 081705 N 38-002 0003 3,865.56 081805 N 38-003 0004 9,094.64 081905 N 38-004 0005 438.41 081805 N 38-005 0006 5,597.27 082205 N 38-006 0007 7,705.53 082305 N 38-007 0008 7,686.43 082405 N 38-008 0009 8,198.49 082505 N 38-009 0010 10,535.78 082605 N 38-010 0011 282.40 081905 N 38-011 0012 676.14 082205 N 38-012 0013 484.11 082305 N 38-013 0014 524.46 082405 N 38-014 0015 645.48 082505 N 38-015 0016 4,907.44 082905 N 38-016 0017 572.87 083005 N 38-017 0020 2,137.79 090805 N 38-020 0021 532.13 090905 N 38-021 0022 4,807.94 090805 N FWS001 0023 13,126.87 090905 N 38-022 120,943.66 TOTAL THIS ESTIMATE 982,564.35 TOTAL PREVIOUS ESTIMATE 1,103,508.01 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 09/22/05 EST. NO.17 TIME 08:41 AM 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 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 960492335 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 20.000 44,000.00 210.000 462,000.00 03 TEMPORARY ENVIRONMENTAL FENCE M 13.0000 6,630.00 580.000 7,540.00 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 0.027 3,240.00 0.527 63,240.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.130 975.00 0.630 4,725.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.327 81,750.00 0.527 131,750.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.327 6,540.00 0.527 10,540.00 S) 10 ABANDON CULVERT EA 1,750.0000 5,250.00 0.000 0.00 11 REMOVE FENCE M 5.0000 28,150.00 5,200.000 26,000.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 624.00 0.000 0.00 13 REMOVE ROADSIDE SIGN EA 110.0000 550.00 0.000 0.00 14 REMOVE FLARED END SECTION EA 200.0000 600.00 1.000 200.00 15 REMOVE PIPE M 20.0000 15,200.00 289.000 5,780.00 16 REMOVE INLET EA 450.0000 1,350.00 0.000 0.00 17 SALVAGE ROCK WALL M3 16.0000 6,720.00 200.000 3,200.00 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 0.000 0.00 S) 21 REMOVE CONCRETE M3 105.0000 6,720.00 34.370 3,608.85 22 CLEARING AND GRUBBING LS 207,000.0000 207,000.00 1.000 207,000.00 PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 71,551.000 400,685.60 816,551.000 4,572,685.60 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 1,993.000 109,615.00 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 91,700.00 224.000 15,680.00 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 45,000.00 913.900 68,542.50 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 2,800.000 44,800.00 34 DUFF M2 0.7000 176,400.00 222,000.000 155,400.00 S) 35 EROSION CONTROL BLANKET (TYPE 1) M2 8.5000 79,815.00 1,428.000 12,138.00 S) 36 STRAW (EROSION CONTROL) TONN 650.0000 52,650.00 18.900 12,285.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 4,809.000 4,809.00 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 16,518.000 8,259.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 1.000 1,200.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 147.600 9,889.20 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 1,157.000 578.50 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 1,169.000 2,338.00 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 3,000.000 78,000.00 13,000.000 338,000.00 46 CLASS 2 AGGREGATE BASE M3 38.0000 1,094,400.00 9,000.000 342,000.00 47 ASPHALT TREATED PERMEABLE BASE M3 96.0000 488,640.00 0.000 0.00 48 ASPHALT CONCRETE TONN 58.0000 2,285,200.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 20,100.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 560.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 80.0000 8,800.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 55 FURNISH STEEL PILING (HP 250 X 85) M 25.0000 22,425.00 305.920 7,648.00 766.070 19,151.75 56 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 116,000.00 17.000 34,000.00 58.000 116,000.00 S) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 0.505 88,375.00 S) 58 TIEDOWN ANCHOR EA 3,000.0000 90,000.00 18.000 54,000.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 432,000.00 125.400 75,240.00 695.400 417,240.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 712.0000 2,919,200.00 112.000 79,744.00 2,312.000 1,646,144.00 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 0.000 0.00 F) (TYPE N) 62 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 124,800.00 252.500 196,950.00 F) 63 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 127,500.00 7.030 10,545.00 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 4.670 5,604.00 38.860 46,632.00 F) 66 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 588,800.00 56,025.000 64,428.75 385,120.000 442,888.00 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 435,450.00 152,676.000 229,014.00 SF)(BRIDGE) 71 ROADSIDE SIGN - ONE POST EA 200.0000 8,400.00 0.000 0.00 72 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 0.000 0.00 73 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 1,500.00 0.000 0.00 74 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 4,715.00 12.000 1,380.00 75 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 110,400.00 16.600 2,656.00 217.800 34,848.00 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 294.100 52,938.00 PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 55,200.00 176.000 40,480.00 78 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 98,400.00 99.400 23,856.00 334.660 80,318.40 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 71.000 7,100.00 (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 0.000 0.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 51,500.00 0.000 0.00 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 0.000 0.00 90 300 MM ALTERNATIVE PIPE DOWNDRAIN M 45.0000 17,100.00 74.500 3,352.50 300.870 13,539.15 91 450 MM ALTERNATIVE PIPE DOWNDRAIN M 75.0000 11,250.00 12.190 914.25 92 300 MM ALTERNATIVE FLARED END SECTION EA 140.0000 2,380.00 2.000 280.00 14.000 1,960.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 175.0000 350.00 0.000 0.00 94 600 MM ALTERNATIVE FLARED END SECTION EA 230.0000 2,530.00 3.000 690.00 95 750 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 6.000 2,100.00 96 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 1.000 500.00 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 3.310 2,813.50 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 44.200 2,298.40 236.100 12,277.20 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 4,000.00 104.400 208.80 901.600 1,803.20 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,800.00 1,592.000 6,368.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 66,000.00 8,200.000 49,200.00 SF) 07 FENCE (TYPE WM, METAL POST) M 22.0000 275,000.00 11,719.000 257,818.00 S) 08 1.5 M WIRE MESH GATE EA 700.0000 5,600.00 0.000 0.00 S) 09 4.3 M WIRE MESH GATE EA 1,200.0000 1,200.00 0.000 0.00 S) 10 6.4 M WIRE MESH GATE EA 1,600.0000 3,200.00 0.000 0.00 S) 11 DELINEATOR (CLASS 1) EA 30.0000 3,900.00 0.000 0.00 12 GUARD RAILING DELINEATOR EA 20.0000 760.00 0.000 0.00 13 OBJECT MARKER (TYPE L) EA 36.0000 1,728.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 62.0000 79,980.00 0.000 0.00 S) 15 END SECTION EA 75.0000 600.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 41,800.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 736) M 190.0000 152,760.00 0.000 0.00 F) 18 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.0000 100,000.00 0.000 0.00 S) 19 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,060.00 0.000 0.00 S) 20 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,300.00 0.000 0.00 S) (SPRAYABLE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 56.00 0.000 0.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 9,170.00 0.000 0.00 S) 23 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.000 0.00 S) 24 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) 25 MODIFY SIGNAL LS 23,000.0000 23,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:41 AM ESTIMATE NO. 17 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 09/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 925,552.05 11,201,371.30 ADJUSTMENT OF COMPENSATION 5,209.62 -3,670.78 EXTRA WORK 115,734.04 1,107,178.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,046,495.71 12,304,879.31 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 1,046,495.71 14,254,879.31 MATERIALS ON HAND ON SITE 109,340.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,046,495.71 14,364,219.31 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 05/12/04 04/12/04 06/27/06 212 25 0 128 60% 21% PROGRESS IS SATISFACTORY SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/05