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 07/22/09 EST. NO.27 TIME 09:05 AM R.E. NAME: PATEL, PRAVIN 07-222224 --------------------------------------------------------------------------- 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 0216 329.19 E.W. @ F.A.(+) 060209 N 0939.0 0217 152.42 052709 N 0922.0 0218 152.42 052609 N 0928.0 003 0037 684.61 E.W. @ F.A.(+) 060209 N 0938.0 0038 280.90 060309 N 0942.0 0039 552.67 052809 N 0924.0 006 0023 462.00 E.W. @ F.A.(+) 052709 N 0931.0 0024 462.00 042909 N 0919.0 013 0002 1,220.73 E.W. @ F.A.(+) 082008 N 0488.0 0006 1,487.42 082608 N 0496.0 0007 783.31 082708 N 0497.0 0009 369.86 090408 N 0530.0 0010 449.23 091208 N 0535.0 0025 107.14 091708 N 0539.1 0026 93.50 091808 N 0546.1 0029 585.56 080708 N 0586.0 0030 1,664.12 121008 N 0615.0 0031 559.82 121108 N 0616.0 0032 1,094.14 010909 N 0637.0 0033 1,100.79 011109 N 0646.0 0034 1,559.28 011409 N 0648.0 0035 2,119.13 011309 N 0649.0 0036 1,522.56 011509 N 0653.0 0037 91.28 011209 N 0642.0 0038 1,156.60 011309 N 0643.0 0040 1,549.96 011609 N 0655.0 0041 1,271.76 012009 N 0656.0 0042 1,942.58 012609 N 0658.0 0043 1,303.56 012709 N 0659.0 0044 1,575.43 012809 N 0660.0 0046 3,070.67 012909 N 0662.0 0047 1,701.39 020209 N 0663.0 0048 1,343.66 020309 N 0664.0 0049 483.70 020409 N 0665.0 0050 1,929.75 122208 N 0692.0 0051 3,070.67 011309 N 0644.0 0052 2,923.32 011409 N 0652.0 0053 2,923.32 012109 N 0669.0 0054 2,923.32 012609 N 0670.0 0055 3,058.09 012709 N 0671.0 0057 3,125.48 020209 N 0673.0 0058 275.53 011609 N 0655.1 0059 275.53 012009 N 0656.1 0063 1,486.27 010909 N 0638.0 0064 1,486.27 011109 N 0645.0 0065 2,345.00 011609 N 0668.0 0066 222.55 011309 N 0644.5 0073 1,421.57 012908 N 0709.0 021 0001 1,142.32 E.W. @ F.A.(+) 020809 N 0710.0 0061 2,668.58 030109 N 0744.0 0062 2,297.17 030509 N 0749.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/09 EST. NO.27 TIME 09:05 AM R.E. NAME: PATEL, PRAVIN 07-222224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0063 1,447.54 030409 N 0750.0 0064 895.09 030309 N 0751.0 0065 2,739.15 030309 N 0752.0 0066 1,290.97 030509 N 0746.0 0067 1,503.56 030509 N 0748.0 0068 1,259.27 030609 N 0745.0 0073 1,434.99 033109 N 0819.0 0074 3,863.09 033109 N 0820.0 0075 3,893.07 040109 N 0821.0 0076 3,917.38 040209 N 0822.0 0077 3,943.94 040309 N 0823.0 0078 3,917.38 040709 N 0824.0 0079 3,917.38 040809 N 0825.0 0080 3,943.94 040909 N 0826.0 0081 3,917.38 041009 N 0827.0 108,742.26 TOTAL THIS ESTIMATE 563,183.62 TOTAL PREVIOUS ESTIMATE 671,925.88 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 07/22/09 EST. NO.27 TIME 09:05 AM R.E. NAME: PATEL, PRAVIN 07-222224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP NON-COMPLIANCE -15,000.00 08 LATE LANE CLOSURE -80,300.00 09 LATE REOPEN -51,100.00 11 LATE CPM SUBMITTAL -50,000.00 14 CPM SCH. NON-SUB -100,000.00 16 LANE CLSR LATE OPEN -102,200.00 19 SUBMITTAL OF CPM SCH 50,000.00 19 LANE CLSR LATE OP N -65,700.00 20 SUBMITTAL OF CPM SCH 50,000.00 20 SOLID WASTE JAN 09 -10,000.00 21 LATE CPM SUBMITTAL 50,000.00 22 WPCP COMPLIANCE 15,000.00 24 0.00 -309,300.00 TOTAL DEDUCTIONS 0.00 -309,300.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 LOCATION PROGRESS ESTIMATE 07-LA-10-14.2/18.1 ----------------- BALFOUR BEATTY INFRASTRUCTURE, IN LOS ANGELES COUNTY AT VARIOUS INC. LOCATIONS 2012 CECILIA CIRCLE, SUITE101 CORONA, CA 92881 FED. AID NO. ACIM-X037(134)E ,ACNH-P060(132)E BRIDGE RESTORATION ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.550 1,925.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,000,000.00 20.000 120,000.00 489.000 2,934,000.00 03 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.850 127,500.00 04 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.750 3,750.00 PROGRAM 05 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 06 WATER POLLUTION CONTROL LS 87,000.0000 87,000.00 0.030 2,610.00 0.960 83,520.00 07 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.830 41,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 630,000.0000 630,000.00 0.990 623,700.00 S) 09 TYPE II BARRICADE EA 65.0000 520.00 10.000 650.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 1,375.00 20.240 506.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 32,100.00 7,888.480 23,665.44 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 11,600.00 306.000 12,240.00 S) 13 TEMPORARY PAVEMENT MARKER EA 20.0000 25,800.00 991.000 19,820.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 615.0000 4,305.00 5.000 3,075.00 S) 15 TEMPORARY RAILING (TYPE K) M 41.0000 219,350.00 5,228.720 214,377.52 S) 16 TEMPORARY CRASH CUSHION MODULE EA 315.0000 85,050.00 340.000 107,100.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 10,800.00 494.500 9,890.00 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 90,300.00 25,929.000 90,751.50 S) STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 77,740.00 44.000 101.20 54,753.910 125,933.99 S) 20 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 5.490 192.15 329.420 11,529.70 S) 21 REMOVE PAVEMENT MARKER EA 2.0000 47,400.00 39,527.000 79,054.00 S) 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 600.00 6.000 600.00 PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE CONCRETE DECK SURFACE M2 11.6000 73,486.00 1,800.000 20,880.00 25 REMOVE CONCRETE M3 400.0000 18,000.00 25.000 10,000.00 26 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.0000 19,005.00 6,078.560 18,235.68 27 CLEAN BRIDGE DECK M2 2.2500 870,837.75 384,539.000 865,212.75 28 TEMPORARY ACCESS OPENING, DECK EA 3,100.0000 43,400.00 0.000 0.00 29 REMOVE CRASH CUSHION EA 72.0000 720.00 10.000 720.00 S) 30 BRIDGE REMOVAL (PORTION) LS 650,000.0000 650,000.00 1.000 650,000.00 31 ASBESTOS CONTAINING MATERIALS REMOVAL LS 15,000.0000 15,000.00 1.000 15,000.00 S) 32 CLEARING AND GRUBBING LS 800.0000 800.00 1.000 800.00 33 ROADWAY EXCAVATION M3 170.0000 15,810.00 25.000 4,250.00 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 22,000.00 110.000 22,000.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 24,640.00 112.000 24,640.00 F) 37 FIBER (EROSION CONTROL) KG 100.0000 4,000.00 40.000 4,000.00 S) 38 COMPOST (EROSION CONTROL) M3 1,000.0000 500.00 0.500 500.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 1.000 1,000.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 250.0000 875.00 3.500 875.00 S) 41 AGGREGATE BASE (APPROACH SLAB) M3 754.0000 31,668.00 0.000 0.00 42 CLASS 3 AGGREGATE BASE M3 500.0000 500.00 0.680 340.00 43 LEAN CONCRETE BASE M3 195.0000 14,625.00 57.080 11,130.60 44 PLACE ASPHALT CONCRETE DIKE M 50.0000 3,600.00 57.000 2,850.00 45 CONCRETE PAVEMENT M3 310.0000 15,500.00 43.077 13,353.87 46 REPLACE CONCRETE PAVEMENT M3 2,040.0000 12,240.00 5.600 11,424.00 (RAPID STRENGTH CONCRETE) 47 SEAL PAVEMENT JOINT M 25.0000 2,250.00 14.880 372.00 48 TIE BAR (DRILL AND BOND) EA 50.0000 700.00 14.000 700.00 49 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 232,000.00 116.000 232,000.00 F) PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,800.0000 750,600.00 354.880 638,784.00 (TYPE R) 51 PAVING NOTCH EXTENSION M3 14,000.0000 33,600.00 1.160 16,240.00 52 DRILL AND BOND DOWEL M 30.0000 5,490.00 36.000 1,080.00 53 CLEAN EXPANSION JOINT M 100.0000 23,900.00 403.210 40,321.00 54 RAPID SETTING CONCRETE (PATCH) M3 4,400.0000 66,000.00 2.900 12,760.00 55 REFINISH BRIDGE DECK M2 97.0000 57,230.00 545.620 52,925.14 56 FURNISH POLYESTER CONCRETE OVERLAY M3 2,400.0000 345,600.00 116.630 279,912.00 57 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 221,725.00 6,078.560 212,749.60 F) 58 CORE CONCRETE (101 MM - 150 MM) M 700.0000 14,700.00 22.860 16,002.00 S) 59 REPLACE BEARING PAD EA 110.0000 10,230.00 91.000 10,010.00 60 JOINT SEAL (MR 30 MM) M 145.0000 26,680.00 197.460 28,631.70 S) 61 JOINT SEAL (MR 15 MM) M 135.0000 9,585.00 35.690 4,818.15 S) 62 JOINT SEAL (MR 40 MM) M 260.0000 22,620.00 64.670 16,814.20 S) 63 JOINT SEAL (MR 50 MM) M 250.0000 14,750.00 60.290 15,072.50 S) 64 BAR REINFORCING STEEL (BRIDGE) KG 4.0000 84,800.00 21,200.000 84,800.00 SF) 65 TREAT BRIDGE DECK M2 2.2000 851,485.80 384,538.700 845,985.14 F) 66 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 3,166,668.00 176,627.300 3,179,291.40 (LOW ODOR) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 1,000.0000 22,100.00 22.100 22,100.00 SF)(1.6 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,020.00 20.200 2,020.00 SF)(2.0 MM-UNFRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 360.00 1.800 360.00 SF)(1.6 MM-FRAMED) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 625.00 2.250 562.50 SF)(2.0 MM-FRAMED) 71 METAL (BARRIER MOUNTED SIGN) KG 30.0000 44,700.00 1,483.000 44,490.00 72 ROADSIDE SIGN - ONE POST EA 600.0000 1,200.00 2.000 1,200.00 73 ROADSIDE SIGN EA 500.0000 8,500.00 15.000 7,500.00 (STRAP AND SADDLE BRACKET METHOD) 74 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200.00 EXISTING POST 75 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,000.0000 27,200.00 1.820 14,560.00 S) 76 MINOR CONCRETE (CURB) M3 1,500.0000 13,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 10,500.00 5.440 8,160.00 CONSTRUCTION) 78 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 87,750.00 5,201.300 78,019.50 SF) 79 CLEAN BRIDGE DECK DRAIN EA 871.0000 30,485.00 31.000 27,001.00 S) 80 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 297,000.00 100.000 1,000.00 SF) 81 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 66,000.00 429.550 64,432.50 S) 82 TRANSITION RAILING (TYPE WB) EA 2,500.0000 17,500.00 7.000 17,500.00 S) 83 END CAP (TYPE A) EA 250.0000 1,250.00 4.000 1,000.00 S) 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 1.000 1,500.00 S) 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 3.000 10,500.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 S) 87 CRASH CUSHION (REACT 9CBB) EA 39,350.0000 118,050.00 3.000 118,050.00 S) 88 QUADGUARD (MODEL QS6906Y) EA 29,470.0000 147,350.00 5.000 147,350.00 S) 89 QUADGUARD (MODEL QS9006Y) EA 35,000.0000 70,000.00 2.000 70,000.00 S) 90 CONCRETE BARRIER (TYPE 732R) M 275.0000 930,875.00 3,385.000 930,875.00 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 77.0000 27,720.00 275.360 21,202.72 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 82,995.00 5,601.000 9,241.65 53,302.200 87,948.63 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 29,360.00 1,615.000 6,460.00 7,940.180 31,760.72 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,200.00 218.000 654.00 4,802.060 14,406.18 S) (BROKEN 3.66 M - 0.92 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 961.000 961.00 50,641.290 50,641.29 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 26,600.00 173.000 346.00 13,485.000 26,970.00 S) 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 45,250.00 590.000 2,950.00 8,747.000 43,735.00 S) 98 LIGHTING (TEMPORARY) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 99 SIZE 53 CONDUIT M 85.0000 204,000.00 2,195.450 186,613.25 S) 00 MODIFY RAMP METERING SYSTEM LS 195,000.0000 195,000.00 0.970 189,150.00 S) 01 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 520.0000 20,800.00 31.000 16,120.00 S) WITHOUT PHOTOELECTRIC CELL 02 REMOVE ELECTROLIER EA 520.0000 25,480.00 47.000 24,440.00 S) 03 CONDUCTOR (NO. 6) M 10.0000 58,000.00 6,139.000 61,390.00 S) PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONDUCTOR (NO. 4) M 10.0000 21,500.00 1,006.000 10,060.00 S) 05 TYPE 30 ELECTROLIER EA 6,700.0000 6,700.00 1.000 6,700.00 S) 06 TYPE 21 ELECTROLIER EA 4,200.0000 163,800.00 38.000 159,600.00 S) 07 NO. 5 PULL BOX EA 400.0000 1,600.00 4.000 1,600.00 S) 08 REMOVE PULL BOX EA 280.0000 32,200.00 53.000 14,840.00 S) 09 REMOVE CONDUIT AND CONDUCTOR M 27.0000 54,000.00 2,066.730 55,801.71 S) 10 NO. 9A PULL BOX EA 1,200.0000 102,000.00 60.000 72,000.00 S) PROGRAM CAS145 PAGE 6 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 09:05 AM ESTIMATE NO. 27 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 143,516.00 14,639,128.88 ADJUSTMENT OF COMPENSATION 0.00 -15,573.47 EXTRA WORK 108,742.26 687,499.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 252,258.26 15,311,054.76 11 MOBILIZATION LS 1600,000.0000 1,600,000.00 1.000 1,600,000.00 ORIGINAL CONTRACT AMOUNT 17,107,480.55 TOTAL WORK COMPLETED 252,258.26 16,911,054.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -309,300.00 TOTAL 252,258.26 16,601,754.76 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 06/04/07 500 06/19/07 06/19/07 10/21/09 470 48 0 0 92% 94% PROGRESS IS SATISFACTORY PATEL, PRAVIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/22/09