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 09/11/08 EST. NO.33 TIME 10:13 AM R.E. NAME: SAYED HASHEMYAN 10-3169E4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/11/08 EST. NO.33 TIME 10:13 AM R.E. NAME: SAYED HASHEMYAN 10-3169E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NONCOMPLIANCE -206,420.20 10 RELEASE DED 206,420.20 11 ITEM #71 DATE 11/1/6 -3,293.14 21 MATERIAL OUT OF COMP -3,450.00 22 CTPB MATR.OUT OFSPEC -6,950.00 23 AGG. OUT OF SPEC -596.59 27 0.00 -14,289.73 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 27 MISSING PAYROLLS -10,000.00 28 REC'ES PAYROLLS 10,000.00 30 REC'ED PAYROLLS 10,000.00 33 10,000.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM-2402 -10,000.00 30 REC'ED CEM-2402 10,000.00 31 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -14,289.73 PROGRAM CAS145 PAGE 1 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 LOCATION SEMI-FINAL ESTIMATE 10-MER-99-26.5/R28.8 ------------------- AGEE CONSTRUCTION CORPORATION IN MERCED COUNTY NEAR LIVINGSTON P O BOX 629 FROM 0.4 KM SOUTH OF ARENA WAY TO CLOVIS CA 93613 0.4 KM SOUTH OF HAMMATT AVENUE P O BOX 629 OVERCROSSING CLOVIS, CA 93613 FED. AID NO. ACNH-P099(487)E CONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 3,500.0000 1,575,000.00 461.000 1,613,500.00 03 PREPARE STORM WATER POLLUTION LS 10,125.0000 10,125.00 1.000 10,125.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,600.0000 31,200.00 10.000 26,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 15,600.00 6.000 15,600.00 07 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 09 TYPE III BARRICADE EA 100.0000 900.00 30.000 3,000.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,580.00 10,274.000 10,274.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 379.000 9,475.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,350.00 211.000 7,385.00 S) (LEFT IN PLACE) 13 TEMPORARY PAVEMENT MARKER EA 4.0000 6,720.00 1,455.000 5,820.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 55,000.0000 55,000.00 1.000 55,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 55.0000 272,250.00 6,071.640 333,940.20 16 TEMPORARY CRASH CUSHION MODULE EA 260.0000 14,560.00 28.000 7,280.00 S) 17 TEMPORARY TRAFFIC SCREEN M 20.0000 99,000.00 5,867.130 117,342.60 S) 18 ABANDON CULVERT M 36.0000 37,440.00 1,391.250 50,085.00 19 ABANDON PIPELINE M 12.5000 80,000.00 3,566.000 44,575.00 20 REMOVE FENCE (TYPE BW) M 12.0000 38,400.00 3,013.960 36,167.52 S) 21 REMOVE CHAIN LINK FENCE M 22.0000 2,860.00 226.400 4,980.80 S) 22 REMOVE METAL BEAM GUARD RAILING M 35.0000 4,900.00 123.800 4,333.00 S) PROGRAM CAS145 PAGE 2 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 140.0000 420.00 3.000 420.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.8000 1,330.00 215.300 818.14 S) STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 18,876.00 3,894.600 8,568.12 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 27.0000 1,026.00 4.920 132.84 S) 27 REMOVE WHITE THERMOPLASTIC TRAFFIC M 2.2000 1,320.00 1,582.360 3,481.19 S) STRIPE 28 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 216.00 7.800 210.60 S) 29 REMOVE PAVEMENT MARKER EA 1.1000 209.00 96.000 105.60 S) 30 REMOVE ROADSIDE SIGN EA 160.0000 5,280.00 37.000 5,920.00 31 REMOVE SIGN STRUCTURE EA 3,800.0000 7,600.00 2.000 7,600.00 32 REMOVE CULVERT M 35.0000 2,660.00 80.400 2,814.00 33 REMOVE INLET EA 500.0000 11,500.00 25.000 12,500.00 34 REMOVE HEADWALL EA 4,500.0000 4,500.00 0.000 0.00 35 REMOVE CONCRETE PAVEMENT M3 40.0000 361,600.00 9,442.040 377,681.60 36 RESET ROADSIDE SIGN EA 260.0000 520.00 1.000 260.00 37 RELOCATE ROADSIDE SIGN EA 240.0000 1,920.00 8.000 1,920.00 38 ADJUST FRAME AND GRATE TO GRADE EA 600.0000 600.00 0.000 0.00 39 REMOVE CONCRETE (CHANNEL) M3 35.0000 52,500.00 716.910 25,091.85 40 REMOVE BOX CULVERT M 200.0000 9,800.00 0.000 0.00 41 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 42 ROADWAY EXCAVATION M3 4.0000 1,124,000.00 303,817.570 1,215,270.28 43 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 45.0000 48,825.00 1,085.000 48,825.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 31,450.00 629.000 31,450.00 F) 46 IMPORTED BORROW M3 28.0000 2,612,400.00 93,300.000 2,612,400.00 47 STRAW (EROSION CONTROL) TONN 485.0000 67,900.00 128.920 62,526.20 S) 48 FIBER (EROSION CONTROL) KG 1.2000 33,840.00 16,339.100 19,606.92 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 4.000 6,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 90,000.00 1,007.380 75,553.50 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 23,556.00 6,446.000 16,759.60 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 16,000.00 2,515.300 12,576.50 S) 53 TRANSPLANT PALM TREE EA 6,000.0000 12,000.00 2.000 12,000.00 S) 54 CLASS 2 AGGREGATE BASE M3 70.0000 667,100.00 10,819.040 757,332.80 55 ASPHALT TREATED PERMEABLE BASE M3 160.0000 228,800.00 0.000 0.00 56 CEMENT TREATED PERMEABLE BASE M3 120.0000 2,088,000.00 17,166.580 2,059,989.60 57 ASPHALT CONCRETE (TYPE B) TONN 75.0000 1,387,500.00 18,302.650 1,372,698.75 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 25,800.00 1,328.590 26,571.80 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 510.00 297.170 891.51 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 204.00 277.800 833.40 61 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 210.00 0.000 0.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 6,360.00 2,088.600 6,265.80 63 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 3,780.00 996.980 2,990.94 64 ASPHALTIC EMULSION (PAINT BINDER) TONN 150.0000 3,150.00 16.480 2,472.00 65 CONCRETE PAVEMENT M3 170.0000 5,117,000.00 29,292.300 4,979,691.00 66 SEAL PAVEMENT JOINT M 2.5000 144,250.00 49,062.340 122,655.85 67 FURNISH PILING (CLASS 625) M 20.0000 45,740.00 2,265.112 45,302.24 68 DRIVE PILE (CLASS 625) EA 1,375.0000 225,500.00 164.000 225,500.00 S) 69 PRESTRESSING CAST-IN-PLACE CONCRETE LS 165,000.0000 165,000.00 1.000 165,000.00 S) 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 375.0000 82,875.00 221.470 83,051.25 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 675.0000 1,221,750.00 1,810.000 1,221,750.00 F) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 176,550.00 107.000 176,550.00 F) 73 JOINT SEAL ASSEMBLY (MR 60 MM) M 575.0000 16,675.00 27.600 15,870.00 S) 74 JOINT SEAL (MR 50 MM) M 240.0000 9,120.00 38.000 9,120.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 502,550.00 264,500.000 502,550.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 163,462.50 21,795.000 163,462.50 F) PROGRAM CAS145 PAGE 4 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.6000 34,872.00 21,795.000 34,872.00 SF) 78 760 MM CAST-IN-DRILLED-HOLE M 1,450.0000 33,350.00 22.660 32,857.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 3,725.0000 26,075.00 6.750 25,143.75 S) PILE (SIGN FOUNDATION) 80 ROADSIDE SIGN - ONE POST EA 260.0000 8,840.00 36.000 9,360.00 81 ROADSIDE SIGN - TWO POST EA 420.0000 3,360.00 7.000 2,940.00 82 ROADSIDE SIGN (SPECIAL) EA 185.0000 4,810.00 25.000 4,625.00 83 INSTALL ROADSIDE SIGN EA 2,100.0000 2,100.00 1.000 2,100.00 (LAMINATED WOOD BOX POST) 84 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 1,200.00 6.000 720.00 85 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 5,500.00 36.630 4,578.75 86 300 MM REINFORCED CONCRETE PIPE M 125.0000 5,125.00 41.000 5,125.00 87 375 MM REINFORCED CONCRETE PIPE M 125.0000 7,375.00 59.200 7,400.00 88 450 MM REINFORCED CONCRETE PIPE M 155.0000 3,255.00 20.200 3,131.00 89 600 MM REINFORCED CONCRETE PIPE M 170.0000 283,900.00 1,662.548 282,633.16 90 750 MM REINFORCED CONCRETE PIPE M 275.0000 5,500.00 19.600 5,390.00 91 1980 MM REINFORCED CONCRETE PIPE M 2,200.0000 63,800.00 0.000 0.00 92 250 MM BITUMINOUS COATED CORRUGATED M 170.0000 32,300.00 190.000 32,300.00 STEEL PIPE (1.63 MM THICK) 93 80 MM PLASTIC PIPE (EDGE DRAIN) M 33.0000 309,540.00 0.000 0.00 94 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 58.0000 135,140.00 0.000 0.00 95 FLUME DOWNDRAIN M 375.0000 8,625.00 32.700 12,262.50 96 TAPERED INLET EA 350.0000 3,500.00 12.000 4,200.00 97 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 38,000.00 185.210 37,042.00 98 450 MM CONCRETE FLARED END SECTION EA 950.0000 1,900.00 2.000 1,900.00 99 600 MM CONCRETE FLARED END SECTION EA 625.0000 26,250.00 42.000 26,250.00 00 750 MM CONCRETE FLARED END SECTION EA 775.0000 1,550.00 2.000 1,550.00 01 300 MM ALTERNATIVE FLARED END SECTION EA 270.0000 3,240.00 12.000 3,240.00 02 450 MM ALTERNATIVE FLARED END SECTION EA 280.0000 280.00 1.000 280.00 03 600 MM ALTERNATIVE FLARED END SECTION EA 370.0000 2,960.00 6.000 2,220.00 PROGRAM CAS145 PAGE 5 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION M3 335.0000 36,850.00 131.000 43,885.00 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION M3 225.0000 27,000.00 112.500 25,312.50 (BACKING NO. 2, METHOD B) 06 SLOPE PAVING (CONCRETE) M3 935.0000 110,330.00 118.000 110,330.00 F) 07 ROCK SLOPE PROTECTION FABRIC M2 8.0000 6,240.00 774.700 6,197.60 08 MINOR CONCRETE (CURB) M3 1,000.0000 6,000.00 0.000 0.00 09 MINOR CONCRETE (TEXTURED PAVING) M3 625.0000 93,750.00 147.950 92,468.75 10 FRAME AND GRATE EA 320.0000 41,600.00 128.000 40,960.00 S) 11 CHAIN LINK FENCE (TYPE CL-1.8) M 37.0000 244,940.00 6,715.970 248,490.89 S) 12 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 4,400.00 4.000 4,400.00 S) 13 DELINEATOR (CLASS 1) EA 35.0000 4,200.00 92.000 3,220.00 14 MILEPOST MARKER EA 95.0000 760.00 8.000 760.00 15 GUARD RAILING DELINEATOR EA 25.0000 1,025.00 52.000 1,300.00 16 OBJECT MARKER (TYPE L-1) EA 50.0000 1,200.00 23.000 1,150.00 17 METAL BEAM GUARD RAILING (STEEL POST) M 73.0000 181,040.00 2,507.100 183,018.30 S) 18 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 22,560.00 141.000 22,560.00 SF) 19 CONCRETE BARRIER (TYPE K) M 100.0000 41,000.00 396.000 39,600.00 20 TRANSITION RAILING (TYPE WB) EA 2,550.0000 20,400.00 8.000 20,400.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 585.0000 10,530.00 17.000 9,945.00 S) 22 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,275.0000 2,550.00 2.000 2,550.00 S) 23 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 46,750.00 21.000 44,625.00 S) 24 CRASH CUSHION, SAND FILLED EA 5,100.0000 10,200.00 2.000 10,200.00 S) 25 CONCRETE BARRIER (TYPE 732) M 225.0000 74,700.00 332.000 74,700.00 F) 26 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 13,800.00 214.350 12,861.00 S) 27 THERMOPLASTIC TRAFFIC STRIPE M 1.1000 21,780.00 20,864.330 22,950.76 S) (SPRAYABLE) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 5,137.50 7,901.600 5,926.20 S) 29 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 2,356.00 77.890 2,959.82 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,260.00 2,112.000 4,224.00 S) PROGRAM CAS145 PAGE 6 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 8,120.00 1,969.000 7,876.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 210,000.0000 210,000.00 1.000 210,000.00 S) 33 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 34 WEATHER STATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) 35 LIGHTING CONDUIT (BRIDGE) M 30.0000 10,290.00 343.000 10,290.00 SF) 36 COMMUNICATION CONDUIT (BRIDGE) M 80.0000 23,360.00 218.750 17,500.00 SF) 37 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 38 TRAFFIC MONITORING STATION LS 215,000.0000 215,000.00 0.814 175,010.00 S) 39 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 S) 40 MODIFY LIGHTING LS 36,000.0000 36,000.00 1.000 36,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/11/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 10:13 AM ESTIMATE NO. 33 BID OPENING 09/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/28/08 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 09/11/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 21,375,215.48 ADJUSTMENT OF COMPENSATION 0.00 94,503.36 EXTRA WORK 0.00 378,423.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 21,848,142.48 41 MOBILIZATION LS 2300,000.0000 2,300,000.00 1.000 2,300,000.00 ORIGINAL CONTRACT AMOUNT 24,474,345.00 TOTAL WORK COMPLETED 0.00 24,148,142.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -14,289.73 TOTAL 10,000.00 24,133,852.75 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/18/05 450 02/16/06 02/16/06 03/28/08 462 51 12 14 100% 100% SAYED HASHEMYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/11/08