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 05/24/04 EST. NO.03 TIME 01:30 PM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0020 140.87 E.W. @ F.A.(+) 040904 N 042 0 003 0001 4,289.65 A.C. @ U.P.(+) 032404 N 046 0 012 0001 984.93 E.W. @ F.A.(+) 032204 N 036 0 0002 588.81 032304 N 037 0 0003 1,245.44 032504 N 038 0 0004 66.65 033104 N 039 0 014 0001 281.31 E.W. @ F.A.(+) 040804 N 041 0 0002 1,832.60 041304 N 043 0 0003 1,179.37 041404 N 044 0 016 0001 274.44 E.W. @ F.A.(+) 040704 N 040 0 025 0001 450.62 E.W. @ F.A.(+) 042104 N 045 0 11,334.69 TOTAL THIS ESTIMATE 70,320.67 TOTAL PREVIOUS ESTIMATE 81,655.36 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 05/24/04 EST. NO.03 TIME 01:30 PM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCH DEDUCT -354,948.00 03 -354,948.00 -354,948.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 01 PRS RECD FEB 10,000.00 02 O/S PRS APRIL -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -364,948.00 -364,948.00 PROGRAM CAS145 PAGE 1 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 LOCATION PROGRESS ESTIMATE 11-IMP-7-1.1/7.0 ----------------- COFFMAN SPECIALTIES, INC. IN IMPERIAL COUNTY NEAR CALEXICO GEN. & ENGINEERING CONTRACTORS AT VARIOUS LOCATIONS 4375 JUTLAND DR., #260 SAN DIEGO,CA 92117-3632 FED. AID NO. ACIM-008 -2(99)123,ACIM-008 -2(99)N ,ACST-X025(26)N CONSTRUCT 4 LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 40,000.0000 40,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 520,000.0000 520,000.00 0.084 43,680.00 0.215 111,800.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 20,600.00 934.000 18,680.00 04 PREPARE STORM WATER POLLUTION LS 40,000.0000 40,000.00 0.750 30,000.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.198 19,800.00 0.296 29,600.00 06 SWEEPER EA 50,000.0000 100,000.00 0.169 8,450.00 0.431 21,550.00 S) 07 TEMPORARY EROSION CONTROL M2 0.2500 215,825.00 0.000 0.00 08 MOVE-IN/MOVE-OUT EA 2,000.0000 8,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY FIBER ROLL M 9.0000 65,430.00 0.000 0.00 10 TEMPORARY GRAVEL BAG EA 3.0000 2,400.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 18,000.00 3.000 9,000.00 6.000 18,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 64,000.00 2.000 16,000.00 3.000 24,000.00 (TYPE 2) 13 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.034 2,040.00 0.486 29,160.00 S) 14 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.092 5,520.00 0.215 12,900.00 S) 15 TYPE III BARRICADE EA 60.0000 3,660.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 146,500.00 2,862.000 14,310.00 2,862.000 14,310.00 S) 17 TEMPORARY PAVEMENT MARKER EA 5.0000 16,000.00 272.000 1,360.00 272.000 1,360.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 0.169 2,535.00 2.431 36,465.00 S) 19 TEMPORARY RAILING (TYPE K) M 50.0000 344,500.00 408.000 20,400.00 1,342.300 67,115.00 S) 20 TRAFFIC PLASTIC DRUM EA 30.0000 9,300.00 39.000 1,170.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 66,000.00 70.000 14,000.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 60.0000 4,800.00 47.600 2,856.00 PROGRAM CAS145 PAGE 2 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 33,700.00 0.000 0.00 S) STRIPE 24 REMOVE TRAFFIC STRIPE M 3.0000 12,240.00 0.000 0.00 S) 25 REMOVE ROADSIDE SIGN EA 115.0000 5,290.00 0.000 0.00 26 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 0.000 0.00 27 REMOVE ASPHALT CONCRETE SURFACING M3 30.0000 3,900.00 27.700 831.00 28 SALVAGE METAL BRIDGE RAILING M 25.0000 7,500.00 0.000 0.00 29 RESET ROADSIDE SIGN EA 200.0000 1,400.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.050 500.00 0.050 500.00 32 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.900 270,000.00 33 DEVELOP WATER SUPPLY LS 58,000.0000 58,000.00 0.084 4,872.00 0.215 12,470.00 34 ROADWAY EXCAVATION M3 1.2000 3,208,440.00 505,101.850 606,122.22 985,581.610 1,182,697.93 35 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 7,020.00 4.860 97.20 4.860 97.20 F) 37 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 14,140.00 0.000 0.00 F) 38 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 9,200.00 0.000 0.00 F) (RETAINING WALL) 39 STRUCTURE EXCAVATION (TIEBACK WALL) M3 20.0000 1,840.00 0.000 0.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 56,100.00 0.000 0.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 27,000.00 0.000 0.00 F) 42 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 600.00 0.000 0.00 F) 43 EROSION CONTROL (BLANKET) M2 10.0000 6,100.00 0.000 0.00 44 200 MM CORRUGATED HIGH DENSITY M 140.0000 43,400.00 14.080 1,971.20 POLYETHYLENE PIPE CONDUIT 45 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 46 CLASS 4 AGGREGATE SUBBASE M3 50.0000 640,000.00 2,360.520 118,026.00 47 CLASS 2 AGGREGATE BASE M3 55.0000 5,665,000.00 8,907.840 489,931.20 9,823.550 540,295.25 48 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,404,000.00 1,121.630 67,297.80 49 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 3,265,000.00 879.840 43,992.00 PROGRAM CAS145 PAGE 3 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE M 2.5000 53,000.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 11,900.00 0.000 0.00 AREA) 52 CONCRETE PAVEMENT M3 147.0000 7,364,700.00 0.000 0.00 53 SEAL PAVEMENT JOINT M 3.0000 280,200.00 0.000 0.00 54 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 0.000 0.00 S) PILING 55 FURNISH PILING (CLASS 625C) M 45.0000 37,665.00 0.000 0.00 56 DRIVE PILE (CLASS 625C) EA 1,400.0000 61,600.00 0.000 0.00 S) 57 FURNISH PILING (CLASS 400C) M 45.0000 99,855.00 0.000 0.00 58 DRIVE PILE (CLASS 400C) EA 1,400.0000 198,800.00 0.000 0.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 0.000 0.00 S) 60 TIEBACK ANCHOR EA 3,000.0000 69,000.00 0.000 0.00 S) 61 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 150,000.00 0.000 0.00 F) 62 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,136,000.00 0.000 0.00 F) 63 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 93,750.00 0.000 0.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 39,000.00 0.000 0.00 F) (TYPE EQ) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 10,500.00 0.000 0.00 (TYPE R) 66 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 260,650.00 20.960 13,624.00 149.360 97,084.00 F) 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 240,000.00 64.416 96,624.00 86.210 129,315.00 F) 68 FRACTURED RIB TEXTURE M2 200.0000 26,000.00 0.000 0.00 F) 69 DRILL AND BOND DOWEL M 120.0000 16,800.00 0.000 0.00 70 JOINT SEAL (MR 30 MM) M 110.0000 9,570.00 0.000 0.00 S) 71 JOINT SEAL (MR 40 MM) M 200.0000 8,200.00 0.000 0.00 72 BAR REINFORCING STEEL (BRIDGE) KG 1.3400 296,140.00 0.000 0.00 SF) 73 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 11,640.00 0.000 0.00 SF) 74 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2000 48,276.00 14,210.000 17,052.00 F) 75 HEADED BAR REINFORCEMENT EA 250.0000 10,000.00 0.000 0.00 76 SHOTCRETE M3 350.0000 12,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT MEMBRANE WATERPROOFING M2 100.0000 300.00 0.000 0.00 SF) 78 COLUMN CASING KG 10.0000 24,000.00 0.000 0.00 SF) 79 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 19,110.00 0.000 0.00 F) WITH WALKWAY) 80 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 9,992.00 0.000 0.00 F) WITH WALKWAY) 81 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 34,972.00 0.000 0.00 F) 82 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,997.00 0.000 0.00 SF) 83 920 MM CAST-IN-DRILLED-HOLE M 2,250.0000 24,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 84 ROADSIDE SIGN - ONE POST EA 305.0000 28,365.00 0.000 0.00 85 ROADSIDE SIGN - TWO POST EA 785.0000 11,775.00 0.000 0.00 86 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 500.00 0.000 0.00 METHOD) 87 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 350.0000 3,850.00 0.000 0.00 88 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 250.00 0.000 0.00 EXISTING POST 89 INSTALL ROADSIDE SIGN EA 1,100.0000 14,300.00 0.000 0.00 (LAMINATED WOOD BOX POST) 90 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 10,000.00 10.000 2,500.00 91 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 105,000.00 190.000 57,000.00 311.462 93,438.60 92 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 132,800.00 143.950 23,032.00 324.950 51,992.00 93 750 MM ALTERNATIVE PIPE CULVERT M 240.0000 72,000.00 61.450 14,748.00 70.450 16,908.00 94 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 6,800.00 18.300 7,320.00 95 600 MM POLYVINYL CHLORIDE PIPE M 200.0000 164,000.00 375.001 75,000.20 96 750 MM POLYVINYL CHLORIDE M 200.0000 102,000.00 0.000 0.00 97 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 6,300.00 0.000 0.00 98 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,500.00 0.000 0.00 99 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 100.0000 21,000.00 0.000 0.00 (FACING, METHOD B) 01 SLOPE PAVING (CONCRETE) M3 300.0000 30,900.00 0.000 0.00 F) 02 MINOR CONCRETE (SLOPE PROTECTION) M3 300.0000 3,600.00 0.000 0.00 03 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,240.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER) M 50.0000 5,200.00 0.000 0.00 F) 05 MISCELLANEOUS IRON AND STEEL KG 6.5000 45,630.00 432.000 2,808.00 432.000 2,808.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 28,300.00 0.000 0.00 SF) 07 FENCE (TYPE BW, 4-STRAND, METAL POST) M 10.0000 208,000.00 0.000 0.00 S) 08 CHAIN LINK FENCE (TYPE CL-1.5) M 165.0000 3,630.00 0.000 0.00 S) 09 CHAIN LINK SLIDING GATE EA 5,200.0000 10,400.00 0.000 0.00 S) 10 DELINEATOR (CLASS 1) EA 30.0000 12,000.00 0.000 0.00 11 MILEPOST MARKER EA 40.0000 640.00 0.000 0.00 12 GUARD RAILING DELINEATOR EA 20.0000 2,000.00 0.000 0.00 S) 13 OBJECT MARKER EA 40.0000 360.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 90.0000 18,000.00 0.000 0.00 S) 15 CONCRETE BARRIER (TYPE 25) M 140.0000 49,000.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 25R) M 140.0000 10,500.00 0.000 0.00 F) 17 CABLE RAILING M 135.0000 34,830.00 0.000 0.00 SF) 18 TERMINAL SECTION (TYPE B) EA 135.0000 540.00 0.000 0.00 S) 19 END SECTION EA 135.0000 1,350.00 0.000 0.00 S) 20 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 39,000.00 0.000 0.00 S) 21 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 0.000 0.00 S) 22 CONCRETE BARRIER (TYPE 60D) M 150.0000 16,500.00 0.000 0.00 S) 23 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 17,100.00 0.000 0.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 12,933.00 0.000 0.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 1,054.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 35,595.00 0.000 0.00 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 7,163.00 0.000 0.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 15,180.00 0.000 0.00 S) 30 HIGHWAY LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.230 34,500.00 0.230 34,500.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.000 0.00 S) 33 LIGHTING CONDUIT (BRIDGE) M 30.0000 2,490.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION (LOCATION 1) LS 11,000.0000 11,000.00 0.000 0.00 S) 35 TRAFFIC MONITORING STATION (LOCATION 2) LS 17,000.0000 17,000.00 0.120 2,040.00 0.120 2,040.00 S) PROGRAM CAS145 PAGE 7 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 01:30 PM ESTIMATE NO. 03 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,488,993.62 3,211,102.18 ADJUSTMENT OF COMPENSATION 4,289.65 4,289.65 EXTRA WORK 7,045.04 77,365.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,500,328.31 3,292,757.54 36 MOBILIZATION LS 3068,663.0000 3,068,663.00 0.250 767,165.75 0.750 2,301,497.25 ORIGINAL CONTRACT AMOUNT 32,435,000.00 TOTAL WORK COMPLETED 2,267,494.06 5,594,254.79 MATERIALS ON HAND ON SITE 24,294.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -364,948.00 -364,948.00 TOTAL 1,902,546.06 5,253,601.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 20,000.00 40,000.00 20,000.00 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 02/17/04 260 03/03/04 03/03/04 03/15/05 56 0 0 0 17% 22% PROGRESS IS SATISFACTORY GOYAL, JITENDRA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/24/04