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 10/24/05 EST. NO.18 TIME 02:45 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 0004 469.30 E.W. @ F.A.(+) 092205 N 01-004 0005 469.30 092305 N 01-005 010 0015 657.60 E.W. @ F.A.(+) 091405 N 10-014 016 0015 598.24 E.W. @ F.A.(+) 090805 N 16-015 0016 442.93 090905 N 16-016 0017 5,839.18 091205 N 16-017 0018 2,474.32 091905 N 16-018 0019 59.55 091205 N 16-019 0020 1,636.98 092005 N 16-020 0021 748.32 092105 N 16-021 0022 343.66 092205 N 16-022 0023 177.92 092305 N 16-023 024 0014 3,118.63 E.W. @ F.A.(+) 090105 N 24-014 0016 2,612.87 090705 N 24-016 0017 621.82 090905 N 24-017 0018 1,973.84 090905 N 24-018 025 0012 1,616.29 E.W. @ F.A.(+) 091205 N 25-012 0013 3,289.15 091305 N 25-013 0014 4,416.28 091405 N 25-014 027 0010 491.33 E.W. @ F.A.(+) 072005 N 27-010 0011 802.00 090905 N 27-011 0012 950.88 091905 N 27-012 038 0024 211.77 E.W. @ F.A.(+) 091205 N 38-023 0025 2,236.60 091305 N 38-024 0026 1,152.32 091405 N 38-025 0027 669.82 091505 N 38-026 0028 263.35 091505 N 380262 0029 804.92 091605 N 38-027 0030 1,373.71 092105 N 38-028 0031 176.90 092205 N 38-029 0032 3,079.90 092305 N 38-030 0033 397.67 091505 N 38-031 0034 397.67 091605 N 38-032 0036 334.88 091705 N 38-033 0037 334.88 091805 N 38-034 0038 397.67 091905 N 38-035 0039 397.67 092005 N 38-036 0040 397.67 092105 N 38-037 0041 397.67 092205 N 38-038 0042 397.67 092305 N 38-039 0043 334.88 092405 N 38-040 0044 334.88 092505 N 38-041 0045 130.81 092605 N 38-042 039 0002 2,888.09 E.W. @ F.A.(+) 083005 N 39-002 0003 2,299.02 083105 N 39-003 53,220.81 TOTAL THIS ESTIMATE 1,103,508.01 TOTAL PREVIOUS ESTIMATE 1,156,728.82 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 10/24/05 EST. NO.18 TIME 02:45 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 LOCATION RERUN 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 22.000 48,400.00 232.000 510,400.00 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 0.527 63,240.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.140 1,050.00 0.770 5,775.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.056 14,000.00 0.583 145,750.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,085.000 420,476.00 891,636.000 4,993,161.60 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 121,000.00 207.000 11,385.00 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 91,700.00 476.000 33,320.00 700.000 49,000.00 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 62,400.00 125.000 2,000.00 2,925.000 46,800.00 34 DUFF M2 0.7000 176,400.00 33,000.000 23,100.00 255,000.000 178,500.00 S) 35 EROSION CONTROL BLANKET (TYPE 1) M2 8.5000 79,815.00 5,781.600 49,143.60 7,209.600 61,281.60 S) 36 STRAW (EROSION CONTROL) TONN 650.0000 52,650.00 14.580 9,477.00 33.480 21,762.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 5,101.000 5,101.00 9,910.000 9,910.00 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 12,142.000 6,071.00 28,660.000 14,330.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 1.000 1,200.00 2.000 2,400.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 193.500 12,964.50 341.100 22,853.70 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 364.320 182.16 1,521.320 760.66 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 364.320 728.64 1,533.320 3,066.64 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 4,520.000 117,520.00 17,520.000 455,520.00 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,425.00 766.070 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 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 24.600 14,760.00 720.000 432,000.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 712.0000 2,919,200.00 151.000 107,512.00 2,463.000 1,753,656.00 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 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 2.840 3,408.00 41.700 50,040.00 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 69,880.000 80,362.00 455,000.000 523,250.00 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 3,820.000 5,730.00 156,496.000 234,744.00 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 6.700 770.50 18.700 2,150.50 75 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 110,400.00 10.200 1,632.00 228.000 36,480.00 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 12.600 2,268.00 306.700 55,206.00 PROGRAM CAS145 PAGE 4 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.500 7,015.00 206.500 47,495.00 78 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 98,400.00 334.660 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 8.500 382.50 309.370 13,921.65 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 1.000 140.00 15.000 2,100.00 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 2.000 460.00 5.000 1,150.00 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 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 7.990 6,791.50 11.300 9,605.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 -15.200 -790.40 220.900 11,486.80 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 -39.000 -78.00 862.600 1,725.20 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 02:45 PM ESTIMATE NO. 18 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 10/20/05 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 986,482.00 12,187,853.30 ADJUSTMENT OF COMPENSATION 0.00 -3,670.78 EXTRA WORK 53,220.81 1,160,399.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,039,702.81 13,344,582.12 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 1,039,702.81 15,294,582.12 MATERIALS ON HAND ON SITE 261,608.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,039,702.81 15,556,190.12 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 06/27/06 232 25 0 128 65% 26% PROGRESS IS SATISFACTORY SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/05