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 04/24/07 EST. NO.18 TIME 01:42 PM 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 --------------------------------------------------------------------------- 001 0009 343.40 E.W. @ F.A.(+) 012407 Y 0041.0 013 0001 10,987.68 A.C. @ L.S.(+) 041907 N 0001 0 11,331.08 TOTAL THIS ESTIMATE 108,435.56 TOTAL PREVIOUS ESTIMATE 119,766.64 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 04/24/07 EST. NO.18 TIME 01:42 PM 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 LOCATION PROGRESS 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 23.000 80,500.00 267.000 934,500.00 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 0.040 4,000.00 0.510 51,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,600.0000 31,200.00 6.000 15,600.00 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 0.760 11,400.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.270 40,500.00 S) 09 TYPE III BARRICADE EA 100.0000 900.00 12.000 1,200.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,580.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 78.000 1,950.00 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 0.000 0.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 55,000.0000 55,000.00 0.250 13,750.00 S) 15 TEMPORARY RAILING (TYPE K) M 55.0000 272,250.00 3,389.630 186,429.65 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 2,221.990 44,439.80 S) 18 ABANDON CULVERT M 36.0000 37,440.00 1,067.000 38,412.00 1,337.300 48,142.80 19 ABANDON PIPELINE M 12.5000 80,000.00 20.000 250.00 155.000 1,937.50 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 2,860.00 129.400 2,846.80 S) 22 REMOVE METAL BEAM GUARD RAILING M 35.0000 4,900.00 105.360 3,687.60 S) PROGRAM CAS145 PAGE 2 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 280.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.8000 1,330.00 167.300 635.74 S) STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 18,876.00 82.600 181.72 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 1,320.00 114.600 252.12 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 80.000 88.00 S) 30 REMOVE ROADSIDE SIGN EA 160.0000 5,280.00 16.000 2,560.00 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 0.000 0.00 33 REMOVE INLET EA 500.0000 11,500.00 19.000 9,500.00 23.000 11,500.00 34 REMOVE HEADWALL EA 4,500.0000 4,500.00 0.000 0.00 35 REMOVE CONCRETE PAVEMENT M3 40.0000 361,600.00 4,576.000 183,040.00 36 RESET ROADSIDE SIGN EA 260.0000 520.00 0.000 0.00 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 22,310.000 89,240.00 180,890.570 723,562.28 43 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 45.0000 48,825.00 800.000 36,000.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 31,450.00 353.740 17,687.00 F) 46 IMPORTED BORROW M3 28.0000 2,612,400.00 83,894.400 2,349,043.20 47 STRAW (EROSION CONTROL) TONN 485.0000 67,900.00 60.610 29,395.85 S) 48 FIBER (EROSION CONTROL) KG 1.2000 33,840.00 7,618.200 9,141.84 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 2.000 3,000.00 S) PROGRAM CAS145 PAGE 3 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 90,000.00 371.270 27,845.25 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 23,556.00 2,802.000 7,285.20 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 16,000.00 814.800 4,074.00 S) 53 TRANSPLANT PALM TREE EA 6,000.0000 12,000.00 2.000 12,000.00 2.000 12,000.00 S) 54 CLASS 2 AGGREGATE BASE M3 70.0000 667,100.00 7,047.710 493,339.70 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 11,200.490 1,344,058.80 57 ASPHALT CONCRETE (TYPE B) TONN 75.0000 1,387,500.00 12,135.430 910,157.25 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 25,800.00 418.690 8,373.80 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 510.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 204.00 43.800 131.40 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 1,872.600 5,617.80 63 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 3,780.00 609.650 1,828.95 64 ASPHALTIC EMULSION (PAINT BINDER) TONN 150.0000 3,150.00 7.370 1,105.50 65 CONCRETE PAVEMENT M3 170.0000 5,117,000.00 17,130.030 2,912,105.10 66 SEAL PAVEMENT JOINT M 2.5000 144,250.00 30,948.940 77,372.35 67 FURNISH PILING (CLASS 625) M 20.0000 45,740.00 1,314.422 26,288.44 68 DRIVE PILE (CLASS 625) EA 1,375.0000 225,500.00 104.000 143,000.00 S) 69 PRESTRESSING CAST-IN-PLACE CONCRETE LS 165,000.0000 165,000.00 0.500 82,500.00 S) 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 375.0000 82,875.00 138.260 51,847.50 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 675.0000 1,221,750.00 1,040.100 702,067.50 F) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 176,550.00 37.910 62,551.50 92.060 151,899.00 F) 73 JOINT SEAL ASSEMBLY (MR 60 MM) M 575.0000 16,675.00 0.000 0.00 S) 74 JOINT SEAL (MR 50 MM) M 240.0000 9,120.00 0.000 0.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 502,550.00 178,000.000 338,200.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 163,462.50 8,540.000 64,050.00 F) PROGRAM CAS145 PAGE 4 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,540.000 13,664.00 SF) 78 760 MM CAST-IN-DRILLED-HOLE M 1,450.0000 33,350.00 13.500 19,575.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 3,725.0000 26,075.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 80 ROADSIDE SIGN - ONE POST EA 260.0000 8,840.00 5.000 1,300.00 18.000 4,680.00 81 ROADSIDE SIGN - TWO POST EA 420.0000 3,360.00 2.000 840.00 82 ROADSIDE SIGN (SPECIAL) EA 185.0000 4,810.00 1.000 185.00 10.000 1,850.00 83 INSTALL ROADSIDE SIGN EA 2,100.0000 2,100.00 1.000 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 283,900.00 435.000 73,950.00 1,458.132 247,882.44 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 32,300.00 142.460 24,218.20 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 22.000 8,250.00 96 TAPERED INLET EA 350.0000 3,500.00 10.000 3,500.00 97 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 38,000.00 85.510 17,102.00 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 24.000 15,000.00 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 6.000 1,620.00 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 5.000 1,850.00 PROGRAM CAS145 PAGE 5 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.200 19,162.00 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION M3 225.0000 27,000.00 60.500 13,612.50 (BACKING NO. 2, METHOD B) 06 SLOPE PAVING (CONCRETE) M3 935.0000 110,330.00 54.000 50,490.00 F) 07 ROCK SLOPE PROTECTION FABRIC M2 8.0000 6,240.00 409.300 3,274.40 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 87.230 54,518.75 10 FRAME AND GRATE EA 320.0000 41,600.00 60.000 19,200.00 104.000 33,280.00 S) 11 CHAIN LINK FENCE (TYPE CL-1.8) M 37.0000 244,940.00 3,425.110 126,729.07 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 51.000 1,785.00 14 MILEPOST MARKER EA 95.0000 760.00 2.000 190.00 15 GUARD RAILING DELINEATOR EA 25.0000 1,025.00 16.000 400.00 16 OBJECT MARKER (TYPE L-1) EA 50.0000 1,200.00 7.000 350.00 17 METAL BEAM GUARD RAILING (STEEL POST) M 73.0000 181,040.00 1,129.900 82,482.70 S) 18 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 22,560.00 0.000 0.00 SF) 19 CONCRETE BARRIER (TYPE K) M 100.0000 41,000.00 0.000 0.00 20 TRANSITION RAILING (TYPE WB) EA 2,550.0000 20,400.00 0.000 0.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 585.0000 10,530.00 9.000 5,265.00 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 13.000 27,625.00 S) 24 CRASH CUSHION, SAND FILLED EA 5,100.0000 10,200.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 732) M 225.0000 74,700.00 190.000 42,750.00 F) 26 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 13,800.00 37.680 2,260.80 S) 27 THERMOPLASTIC TRAFFIC STRIPE M 1.1000 21,780.00 8,816.330 9,697.96 S) (SPRAYABLE) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 5,137.50 3,664.600 2,748.45 S) 29 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 2,356.00 38.730 1,471.74 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,260.00 1,076.000 2,152.00 S) PROGRAM CAS145 PAGE 6 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,019.000 4,076.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 210,000.0000 210,000.00 0.071 14,910.00 0.672 141,120.00 S) 33 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 S) 34 WEATHER STATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) 35 LIGHTING CONDUIT (BRIDGE) M 30.0000 10,290.00 195.000 5,850.00 SF) 36 COMMUNICATION CONDUIT (BRIDGE) M 80.0000 23,360.00 158.500 12,680.00 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 0.016 3,440.00 0.656 141,040.00 S) 39 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.871 26,130.00 S) 40 MODIFY LIGHTING LS 36,000.0000 36,000.00 0.450 16,200.00 S) PROGRAM CAS145 PAGE 7 DATE 04/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3169E4 TIME 01:42 PM ESTIMATE NO. 18 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 04/20/07 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 04/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 411,538.50 13,577,410.01 ADJUSTMENT OF COMPENSATION 10,987.68 74,637.44 EXTRA WORK 343.40 45,129.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 422,869.58 13,697,176.65 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 422,869.58 15,997,176.65 MATERIALS ON HAND ON SITE 67,292.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 422,869.58 16,064,469.49 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 11/18/05 450 02/16/06 02/16/06 01/16/08 270 23 4 0 66% 59% PROGRESS IS SATISFACTORY SAYED HASHEMYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/07