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 05/23/11 EST. NO.18 TIME 02:31 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- 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 0082 118.22 E.W. @ F.A.(+) 090110 N 0177.1 0084 1,003.88 121510 N 0334.0 0085 164.06 071410 N 0075.0 0086 2,668.96 102210 N 0244.0 013 0032 11,966.17 E.W. @ F.A.(+) 111610 Y 5217.3 0048 1,234.84 111610 Y 5217.4 015 0064 410.14 E.W. @ F.A.(+) 042710 N 0154.0 0065 239.97 020811 N 0318.0 021 0052 2,092.47 E.W. @ F.A.(+) 072110 N 0108.1 0053 661.99 090210 N 0187.1 033 0019 47,504.00 E.W. @ L.S.(+) 052011 N 50 0 047 0007 283.40 E.W. @ F.A.(+) 011411 Y 5290.1 0008 7,080.13 011511 Y 5291.2 0009 413.60 011511 Y 5291.3 0010 140.92 012111 Y 5293.2 079 0004 321.78 E.W. @ F.A.(+) 111910 Y 5219.0 0007 3,206.10 112910 Y 5234.0 0008 703.60 120110 Y 5235.0 0009 161.68 120210 Y 5236.0 0010 557.87 120910 Y 5245.0 0011 461.50 121010 Y 5246.0 0013 456.34 121310 Y 5248.0 0014 1,790.60 121510 Y 5249.0 0015 510.92 121610 Y 5250.0 0016 550.00 121310 Y 5247.1 0017 127.34 122010 Y 5257.0 0020 533.53 111810 Y 5218.1 0023 611.04 010411 Y 5269.0 0024 463.53 010511 Y 5270.0 0025 435.15 010611 Y 5271.0 0026 1,181.36 010611 Y 5274.0 0027 101.30 010711 Y 5275.0 0029 961.56 012411 Y 5325.0 0031 550.28 010311 Y 5267.1 0032 3,005.57 011811 Y 5324.1 0033 1,639.77 011711 Y 5336.0 0034 4,756.16 011011 Y 5294.0 0035 397.54 011011 Y 5295.0 0036 552.06 011111 Y 5296.0 0037 60.59 011111 Y 5297.0 0038 2,006.73 011211 Y 5298.0 0039 439.71 011411 Y 5299.0 0040 744.46 011411 Y 5300.0 0041 2,132.95 011511 Y 5301.0 0044 60.59 011911 Y 5305.0 0048 3,387.39 011311 Y 5318.1 0049 111.41 111910 Y 5352.0 0051 392.91 012411 Y 5325.1 0052 816.10 030111 Y 5362.0 0053 3,775.58 032511 Y 5387.0 0055 43.07 012011 Y 5308.1 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 05/23/11 EST. NO.18 TIME 02:31 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0056 1,370.06 011811 Y 5303.1 0057 203.01 011811 Y 5304.1 0059 1,299.16 012011 Y 5307.1 087 0001 1,884.10 E.W. @ F.A.(+) 013111 Y 5334.0 0002 1,166.35 013111 Y 5337.0 0003 3,017.75 020411 Y 5338.0 0004 3,316.92 020811 Y 5339.0 0005 4,002.70 020911 Y 5340.0 0006 4,729.29 021011 Y 5341.0 0007 2,390.42 021111 Y 5342.0 0008 833.20 021511 Y 5356.0 0009 1,402.77 021611 Y 5357.0 0010 752.83 021811 Y 5358.0 0011 14,893.33 022411 Y 5355.0 0012 2,194.95 022211 Y 5359.0 0013 3,871.95 022311 Y 5360.0 0014 3,397.45 022411 Y 5361.0 0015 87.25 022411 Y 5360.1 0016 1,965.55 022411 Y 5363.0 0017 658.66 030111 Y 5364.0 0018 3,505.72 030111 Y 5365.0 0019 4,086.28 030211 Y 5366.0 0020 4,682.31 030311 Y 5367.0 0021 5,470.61 030411 Y 5368.0 0024 7,656.45 030711 Y 5372.1 0025 9,281.42 030911 Y 5373.1 0026 5,253.29 031011 Y 5374.1 0033 47.69 022411 Y 5363.1 0037 762.30 030311 Y 5367.1 0038 484.15 030411 Y 5369.1 0039 571.56 022811 Y 5371.2 0041 939.98 031011 Y 5374.2 0042 762.30 030211 Y 5389.0 0043 26,915.63 030711 Y 5390.0 0044 6,778.42 030811 Y 5391.0 0045 1,019.40 030911 Y 5392.0 0046 1,206.32 031111 Y 5393.0 0047 1,025.03 031410 Y 5394.0 0048 1,494.35 031511 Y 5395.0 0049 882.59 031611 Y 5396.0 0050 7,236.75 031711 Y 5397.0 0051 3,039.47 031811 Y 5399.0 0052 724.85 032111 Y 5400.0 0053 5,947.92 032111 Y 5401.0 0055 2,985.66 032311 Y 5403.0 0056 1,563.15 032411 Y 5404.0 0058 949.44 032511 Y 5406.0 0059 1,053.86 032611 Y 5407.0 0064 561.15 033111 Y 5412.0 0066 76.13 032311 N 5431.0 0067 137.58 030411 Y 5436.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 05/23/11 EST. NO.18 TIME 02:31 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0068 701.32 040411 Y 5437.0 0072 23,453.32 032811 Y 5442.0 0073 441.80 033011 Y 5443.0 0074 315.89 032811 Y 5444.0 0075 26.32 033011 Y 5455.0 299,468.93 TOTAL THIS ESTIMATE 1,836,882.28 TOTAL PREVIOUS ESTIMATE 2,136,351.21 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 05/23/11 EST. NO.18 TIME 02:31 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JOB MIX FORMULAR VER -6,000.00 06 0.00 -6,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 08 RECEIVED FHWA 1391 10,000.00 11 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/2010 -10,000.00 04 PER LTR DATED 5/2010 -10,000.00 05 PER LTR DATED 7/2010 -10,000.00 07 PER LTR DATED 8/2010 -10,000.00 08 PER LTR DATED 09/10 -10,000.00 09 RETN 4/10,5/10,7/10 30,000.00 09 PER LTR 10/10 -10,000.00 10 RETURN 8/10 DEDUCT 10,000.00 10 PER LTR DATED 11/10 -10,000.00 12 PER LTR DATED 12/10 -10,000.00 13 PER LTR DATED 1/2011 -5,000.00 14 PER LTR DATED 2/11 -10,000.00 15 RETURN DEDUCT 9/10 10,000.00 15 PER LTR DATED 3/11 -10,000.00 16 RETURN DEDUCT 10-12 30,000.00 16 PER LTR DATED 5/2011 -3,000.00 18 -3,000.00 -28,000.00 TOTAL DEDUCTIONS -3,000.00 -34,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 LOCATION PROGRESS ESTIMATE 03-SAC-50-R5.3/12.8 ----------------- DE SILVA GATES MCM A JOINT IN SACRAMENTO COUNTY IN AND NEAR VENTURE OF DE SILVA GATES RANCHO CORDOVA FROM WATT AVENUE CONSTRUCTION AND MCM OVERCROSSING TO SUNRISE BOULEVARD CONSTRUCTION P O BOX 2909 DUBLIN CA 94568 FED. AID NO. CMLN-6203(33) WIDEN 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 2,500.0000 2,500.00 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 2340,000.0000 2,340,000.00 0.065 152,100.00 0.900 2,106,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 80,000.00 11,260.000 56,300.00 05 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,900.00 809.000 4,045.00 06 PROTECTION OF MIGRATORY BIRDS LS 20,000.0000 20,000.00 0.065 1,300.00 0.900 18,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.065 1,625.00 0.900 22,500.00 08 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.500 1,000.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 2.0000 39,600.00 68,497.500 136,995.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 27,000.00 13.000 39,000.00 11 TEMPORARY CHECK DAM LF 2.0000 6,000.00 566.000 1,132.00 12 MOVE-IN/MOVE-OUT EA 100.0000 2,000.00 1.000 100.00 10.000 1,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 107.000 21,400.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 0.065 1,625.00 0.900 22,500.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.065 1,300.00 0.900 18,000.00 16 TEMPORARY SOIL BINDER SQYD 0.1000 14,500.00 9,680.000 968.00 325,596.800 32,559.68 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.450 9,000.00 18 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.065 32,500.00 0.900 450,000.00 19 TYPE III BARRICADE EA 50.0000 2,950.00 12.000 600.00 20 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 2,420.00 1,210.000 1,210.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 48,500.00 177,358.000 17,735.80 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 25,500.00 208.000 5,200.00 PROGRAM CAS145 PAGE 2 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 2.5000 59,000.00 17,562.000 43,905.00 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.065 650.00 0.900 9,000.00 25 TEMPORARY RAILING (TYPE K) LF 22.0000 2,244,000.00 5,040.000 110,880.00 87,690.000 1,929,180.00 26 TEMPORARY CRASH CUSHION MODULE EA 150.0000 60,000.00 63.000 9,450.00 350.000 52,500.00 27 TEMPORARY TRAFFIC SCREEN LF 2.0000 100,600.00 20,710.000 41,420.00 28 FLUSH CULVERT EA 1,000.0000 4,000.00 0.000 0.00 29 ABANDON CULVERT EA 1,000.0000 19,000.00 1.000 1,000.00 30 REMOVE FENCE LF 3.0000 63,900.00 20,549.600 61,648.80 31 REMOVE METAL BEAM GUARD RAILING LF 5.0000 144,500.00 1,522.000 7,610.00 19,938.100 99,690.50 32 REMOVE FLARED END SECTION EA 300.0000 9,000.00 22.000 6,600.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 30,400.00 1,360.000 680.00 STRIPE 34 REMOVE TRAFFIC STRIPE LF 0.1000 23,100.00 99,005.000 9,900.50 35 REMOVE PAVEMENT MARKING SQFT 1.0000 2,600.00 1,470.000 1,470.00 36 REMOVE CONTRAST TREATMENT SQFT 0.4000 66,681.60 166,704.000 66,681.60 37 REMOVE ROADSIDE SIGN EA 50.0000 5,000.00 16.000 800.00 42.000 2,100.00 38 REMOVE ROADSIDE SIGN EA 50.0000 500.00 1.000 50.00 1.000 50.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,000.0000 36,000.00 13.000 26,000.00 40 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 16,000.00 1.000 2,000.00 41 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 600.00 0.000 0.00 42 REMOVE OVERSIDE DRAIN EA 500.0000 1,500.00 0.000 0.00 43 REMOVE CULVERT EA 1,000.0000 37,000.00 4.000 4,000.00 28.000 28,000.00 44 REMOVE INLET EA 500.0000 18,000.00 8.000 4,000.00 26.000 13,000.00 45 REMOVE DOWNDRAIN EA 500.0000 3,500.00 4.000 2,000.00 46 REMOVE JUNCTION BOX EA 1,000.0000 1,000.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING LF 4.0000 16,200.00 4,065.600 16,262.40 48 SALVAGE ROADSIDE SIGN (BARRIER MOUNTED) EA 200.0000 400.00 0.000 0.00 49 RESET ROADSIDE SIGN EA 200.0000 2,200.00 3.000 600.00 3.000 600.00 PROGRAM CAS145 PAGE 3 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 1.000 200.00 3.000 600.00 51 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 52 RELOCATE ROADSIDE SIGN (BARRIER MOUNTED) EA 500.0000 1,500.00 0.000 0.00 53 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 54 MODIFY INLET EA 1,000.0000 1,000.00 0.000 0.00 55 MODIFY SIGN STRUCTURE (SAFETY CABLE EA 5,000.0000 5,000.00 0.000 0.00 RETROFIT) 56 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 44,000.00 0.000 0.00 57 REMOVE CONCRETE CY 50.0000 15,000.00 0.000 0.00 58 REMOVE CONCRETE BARRIER LF 15.0000 43,350.00 657.000 9,855.00 59 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 100,022.40 54,277.000 32,566.20 60 REMOVE SOUND WALL LF 25.0000 12,000.00 484.000 12,100.00 61 CAP INLET EA 1,000.0000 4,000.00 0.000 0.00 62 BRIDGE REMOVAL, LOCATION A LS 80,000.0000 80,000.00 0.100 8,000.00 1.000 80,000.00 F) 63 BRIDGE REMOVAL, LOCATION B LS 55,000.0000 55,000.00 1.000 55,000.00 1.000 55,000.00 F) 64 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 66 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000.00 67 ROADWAY EXCAVATION CY 3.0000 576,000.00 25,602.000 76,806.00 149,655.600 448,966.80 68 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 69 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 70 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 57,112.00 2,485.310 54,676.82 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 525,150.00 7,039.000 527,925.00 F) 72 STRUCTURE EXCAVATION (TIEBACK WALL) CY 91.0000 100,100.00 1,100.000 100,100.00 F) 73 PEA GRAVEL BACKFILL CY 235.0000 10,575.00 40.000 9,400.00 F) 74 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 58,360.00 271.000 10,840.00 1,459.000 58,360.00 F) 75 STRUCTURE BACKFILL (SLURRY CEMENT) CY 70.0000 34,300.00 264.630 18,524.10 F) 76 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 330,800.00 6,791.000 339,550.00 F) PROGRAM CAS145 PAGE 4 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (TIEBACK WALL) CY 170.0000 14,110.00 83.000 14,110.00 F) 78 PERVIOUS DITCH LINING SQYD 75.0000 45,600.00 0.000 0.00 F) 79 SAND BACKFILL CY 60.0000 15,000.00 0.000 0.00 80 DITCH EXCAVATION CY 20.0000 31,200.00 70.000 1,400.00 81 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 111,750.00 1,077.000 26,925.00 82 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.020 8,000.00 83 EROSION CONTROL (TYPE D) ACRE 1,400.0000 21,000.00 8.500 11,900.00 84 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 800.00 3.000 300.00 85 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.065 650.00 0.900 9,000.00 86 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.081 4,050.00 87 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.065 650.00 0.900 9,000.00 88 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.140 56,000.00 0.207 82,800.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 WATER METER EA 30,000.0000 60,000.00 1.000 30,000.00 91 8" WELDED STEEL PIPE CONDUIT LF 100.0000 94,000.00 94.000 9,400.00 721.000 72,100.00 (.250" THICK) 92 EXTEND 8" CONDUIT LF 40.0000 62,400.00 0.000 0.00 93 BOOSTER PUMP SYSTEM EA 15,000.0000 30,000.00 0.000 0.00 94 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 95 CLASS 2 AGGREGATE BASE CY 22.0000 2,772,000.00 1,883.000 41,426.00 71,137.850 1,565,032.70 96 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 7,200.00 72.000 14,400.00 97 ASPHALT TREATED PERMEABLE BASE CY 80.0000 93,600.00 0.000 0.00 98 SEAL RANDOM CRACKS LNMI 1,500.0000 84,000.00 0.000 0.00 99 HOT MIX ASPHALT TON 55.0000 4,906,000.00 35,570.430 1,956,373.65 00 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 3,007,800.00 0.000 0.00 01 DATA CORE LS 5,000.0000 5,000.00 0.210 1,050.00 02 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 380.00 182.000 182.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 17,600.00 7,492.000 7,492.00 PROGRAM CAS145 PAGE 5 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 310.00 1,080.000 1,080.00 05 PLACE HOT MIX ASPHALT SQYD 10.0000 38,200.00 0.000 0.00 (MISCELLANEOUS AREA) 06 STAMPED ASPHALT SQYD 25.0000 83,500.00 0.000 0.00 07 TACK COAT TON 2,000.0000 86,000.00 25.120 50,240.00 08 REPLACE CONCRETE PAVEMENT CY 400.0000 1,848,000.00 5,011.800 2,004,720.00 (RAPID STRENGTH CONCRETE) 09 DOWEL BAR RETROFIT EA 60.0000 3,672,000.00 49,136.000 2,948,160.00 10 GRIND EXISTING CONCRETE SQYD 3.5000 1,379,000.00 367,002.000 1,284,507.00 PAVEMENT 11 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 1,270,500.00 2,961.500 103,652.50 36,000.000 1,260,000.00 PILING (SOUND WALL) 12 24" CAST-IN-DRILLED-HOLE CONCRETE LF 40.0000 34,800.00 196.000 7,840.00 800.000 32,000.00 PILING (SOUND WALL) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 0.050 4,500.00 1.000 90,000.00 14 TIEBACK ANCHOR EA 1,700.0000 487,900.00 288.000 489,600.00 F) 15 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 225,375.00 651.250 244,218.75 F) 16 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 3,146,000.00 2,864.000 2,978,560.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL CY 830.0000 492,190.00 593.000 492,190.00 F) 18 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 19 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 321,300.00 213.000 191,700.00 (TYPE R) 20 CLASS I CONCRETE (RETAINING WALL) CY 350.0000 1,055,950.00 2,979.000 1,042,650.00 21 PRECAST CONCRETE BOX CULVERT LF 800.0000 296,000.00 0.000 0.00 22 MINOR CONCRETE (MINOR STRUCTURE) CY 300.0000 360,000.00 6.300 1,890.00 773.650 232,095.00 F) 23 MINOR CONCRETE (SOUND WALL) CY 365.0000 430,700.00 1,180.400 430,846.00 24 MINOR CONCRETE (BACKFILL) CY 200.0000 2,000.00 1.260 252.00 25 PAVING NOTCH EXTENSION CY 5,000.0000 45,000.00 40.440 202,200.00 71.440 357,200.00 26 GRASS PATTERN TEXTURE SQFT 15.0000 30,765.00 2,051.000 30,765.00 F) 27 FRACTURED GRANITE TEXTURE SQFT 5.0000 172,710.00 34,542.000 172,710.00 F) 28 FRACTURED RIB TEXTURE SQFT 15.0000 239,550.00 15,970.000 239,550.00 F) 29 DRILL AND BOND DOWEL LF 30.0000 2,700.00 87.000 2,610.00 30 CLEAN EXPANSION JOINT LF 35.0000 39,515.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH POLYESTER CONCRETE OVERLAY CF 65.0000 676,780.00 2,900.014 188,500.91 32 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 500,112.00 54,277.000 162,831.00 F) 33 SOUND WALL (MASONRY BLOCK) SQFT 14.7500 3,310,401.50 2,028.000 29,913.00 224,701.000 3,314,339.75 F) 34 JOINT SEAL (MR 1/2") LF 40.0000 11,920.00 0.000 0.00 35 JOINT SEAL (MR 1") LF 70.0000 980.00 14.000 980.00 36 JOINT SEAL (MR 1 1/2") LF 60.0000 18,300.00 0.000 0.00 37 JOINT SEAL (MR 2") LF 80.0000 46,160.00 51.000 4,080.00 38 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 621,300.00 31,065.000 18,639.00 1,035,500.000 621,300.00 F) 39 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 377,124.00 471,405.000 377,124.00 F) 40 SHOTCRETE CY 350.0000 157,850.00 451.000 157,850.00 F) 41 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 0.000 0.00 F) WITH WALKWAY) 42 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 0.000 0.00 F) WITH WALKWAY) 43 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,843,616.00 460,904.000 1,843,616.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 230,288.00 212,400.000 106,200.00 F) 45 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 105,000.00 7,516.670 112,750.05 46 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 2,700.00 130.500 1,957.50 47 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 10,900.00 60.070 600.70 (0.063"-UNFRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 13,200.00 118.500 1,185.00 350.500 3,505.00 (0.080"-UNFRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,900.00 47.000 470.00 251.000 2,510.00 (0.063"-FRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 66.000 660.00 194.750 1,947.50 (0.080"-FRAMED) 51 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 154,000.00 155.000 85,250.00 (SIGN FOUNDATION) 52 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 270,000.00 344.000 206,400.00 (SIGN FOUNDATION) 53 ROADSIDE SIGN (BARRIER MOUNTED) EA 800.0000 20,000.00 0.000 0.00 54 ROADSIDE SIGN - ONE POST EA 150.0000 13,500.00 6.000 900.00 17.000 2,550.00 55 ROADSIDE SIGN - TWO POST EA 300.0000 5,400.00 2.000 600.00 12.000 3,600.00 56 ROADSIDE SIGN (SOUNDWALL MOUNTED) LB 10.0000 7,700.00 0.000 0.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,680.00 2.000 160.00 7.000 560.00 METHOD) PROGRAM CAS145 PAGE 7 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 40.0000 8,400.00 0.000 0.00 59 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 300.00 0.000 0.00 POST (BARRIER MOUNTED) 60 PREPARE AND STAIN CONCRETE SQFT 4.0000 97,660.00 18,907.000 75,628.00 61 30" REINFORCED CONCRETE PIPE (CLASS II) LF 60.0000 67,800.00 1,103.000 66,180.00 62 36" REINFORCED CONCRETE PIPE (CLASS II) LF 70.0000 11,900.00 0.000 0.00 63 18" REINFORCED CONCRETE PIPE (CLASS II, LF 40.0000 360,400.00 4,991.500 199,660.00 RUBBER GASKET JOINT) 64 24" REINFORCED CONCRETE PIPE LF 50.0000 292,000.00 4,843.200 242,160.00 (CLASS II, RUBBER GASKET JOINT) 65 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 60.0000 26,400.00 421.000 25,260.00 PIPE (CLASS III, RUBBER GASKET JOINT) 66 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 12,000.00 131.000 7,860.00 67 24" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 88,500.00 1,764.000 88,200.00 68 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 93,600.00 3,125.000 93,750.00 69 3" PLASTIC PIPE (EDGE DRAIN) LF 20.0000 7,200.00 0.000 0.00 70 6" PLASTIC PIPE (EDGE DRAIN) LF 15.0000 73,350.00 0.000 0.00 71 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 100.0000 2,200.00 0.000 0.00 72 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 8,200.00 0.000 0.00 73 FILTER FABRIC SQYD 1.0000 8,810.00 4,185.000 4,185.00 74 CLASS 1 PERMEABLE MATERIAL CY 35.0000 105,700.00 1,689.000 59,115.00 75 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 19,600.00 491.500 17,202.50 (.079" THICK) 76 12" ENTRANCE TAPER EA 500.0000 2,000.00 4.000 2,000.00 77 12" ANCHOR ASSEMBLY EA 400.0000 9,600.00 17.000 6,800.00 78 JACKED 30" WELDED STEEL PIPE LF 700.0000 140,000.00 207.000 144,900.00 (.239" THICK) 79 30" STEEL FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400.00 80 18" CONCRETE FLARED END SECTION EA 700.0000 7,000.00 7.000 4,900.00 81 24" CONCRETE FLARED END SECTION EA 750.0000 7,500.00 6.000 4,500.00 82 12" FLAP GATE EA 1,000.0000 1,000.00 0.000 0.00 83 30" FLAP GATE EA 3,000.0000 3,000.00 0.000 0.00 84 ROCK BLANKET (TYPE 1) SQYD 100.0000 83,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROCK BLANKET (TYPE 2) SQYD 100.0000 23,000.00 0.000 0.00 86 ROCK SLOPE PROTECTION CY 200.0000 1,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 87 ROCK SLOPE PROTECTION CY 150.0000 45,000.00 189.600 28,440.00 (BACKING NO. 3, METHOD B) 88 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 19,800.00 0.000 0.00 (FACING, METHOD A) 89 SLOPE PAVING (CONCRETE) CY 800.0000 61,600.00 0.000 0.00 F) 90 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 3,200.00 566.200 1,132.40 91 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 108,250.00 20.920 5,230.00 92 MINOR CONCRETE (GUTTER) LF 20.0000 50,260.00 2,513.000 50,260.00 F) 93 MINOR CONCRETE (SIDEWALK) CY 250.0000 24,000.00 46.640 11,660.00 94 MISCELLANEOUS IRON AND STEEL LB 1.2500 70,870.00 1,817.500 2,271.88 27,989.500 34,986.88 F) 95 METAL SILHOUETTE LS 30,000.0000 30,000.00 1.000 30,000.00 96 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 11,480.00 1,640.000 11,480.00 F) 97 CHAIN LINK FENCE (TYPE CL-3) LF 8.0000 22,240.00 0.000 0.00 98 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 11,100.00 0.000 0.00 99 WOOD FENCE LF 50.0000 36,500.00 0.000 0.00 00 4' CHAIN LINK GATE (TYPE CL-3) EA 700.0000 1,400.00 0.000 0.00 01 10' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0.00 02 DELINEATOR (CLASS 1) EA 30.0000 7,500.00 0.000 0.00 03 MARKER (CULVERT) EA 30.0000 2,490.00 0.000 0.00 04 HIGHWAY POST MARKER EA 30.0000 570.00 0.000 0.00 05 MARKER (CULVERT, BARRIER MOUNTED) EA 30.0000 2,310.00 0.000 0.00 06 CONCRETE BARRIER MARKER EA 30.0000 2,070.00 0.000 0.00 07 OBJECT MARKER (TYPE L-1) EA 30.0000 300.00 0.000 0.00 08 METAL BEAM GUARD RAILING LF 25.0000 47,500.00 1,900.000 47,500.00 09 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 73,500.00 0.000 0.00 10 PICKET FENCE (TYPE 6) LF 150.0000 487,800.00 2,947.000 442,050.00 F) 11 PICKET FENCE (TYPE 7) LF 175.0000 63,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 50) LF 80.0000 112,800.00 0.000 0.00 13 CABLE RAILING LF 15.0000 37,350.00 2,490.000 37,350.00 F) 14 REMOVABLE BARRIER POST EA 300.0000 1,800.00 4.000 1,200.00 15 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 1.000 3,000.00 16 END CAP (TYPE A) EA 100.0000 100.00 1.000 100.00 17 END CAP (TYPE TC) EA 100.0000 700.00 1.000 100.00 18 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 8,400.00 13.000 7,800.00 19 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 2.000 6,000.00 20 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 32,000.00 10.000 20,000.00 21 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 50.0000 97,450.00 915.000 45,750.00 F) 23 CONCRETE BARRIER (TYPE 60A) LF 40.0000 34,800.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE 736A) LF 60.0000 145,200.00 2,418.000 145,080.00 25 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 56,000.00 665.000 53,200.00 665.000 53,200.00 F) 26 CONCRETE BARRIER (TYPE 736S) LF 75.0000 111,750.00 1,488.000 111,600.00 27 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 1,314,000.00 14,136.000 1,272,240.00 28 CONCRETE BARRIER (TYPE 60R) LF 200.0000 38,000.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 30.0000 390,000.00 2,939.000 88,170.00 30 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 35.0000 444,500.00 3,080.000 107,800.00 31 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 100.0000 286,000.00 200.000 20,000.00 32 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 35,000.00 0.000 0.00 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,010.00 0.000 0.00 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 4,440.00 0.000 0.00 (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,850.00 0.000 0.00 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 30.00 0.000 0.00 (BROKEN 6-1) 37 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 31,000.00 0.000 0.00 (BROKEN 36-12) 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 1,100.00 0.000 0.00 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 31,500.00 0.000 0.00 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.723 1,446.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 0.900 22,500.00 42 LIGHTING (MANLOVE PED OC) LS 50,000.0000 50,000.00 0.700 35,000.00 43 LIGHTING (WHITE ROCK PED OC) LS 50,000.0000 50,000.00 0.700 35,000.00 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.700 17,500.00 45 EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.920 23,000.00 46 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.000 0.00 47 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.700 17,500.00 48 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.450 11,250.00 49 BOOSTER PUMP ELECTRICAL SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 50 MICROWAVE VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.550 27,500.00 51 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.550 27,500.00 52 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 53 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.300 45,000.00 54 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.400 40,000.00 55 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.780 312,000.00 56 FIBER OPTIC SYSTEM LS 500,000.0000 500,000.00 0.070 35,000.00 0.450 225,000.00 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 IRRIGATION SLEEVE LF 20.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 02:31 PM ESTIMATE NO. 18 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,051,611.38 37,563,987.49 ADJUSTMENT OF COMPENSATION 0.00 224,342.14 EXTRA WORK 299,468.93 1,912,009.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,351,080.31 39,700,338.70 59 MOBILIZATION LS 5850,000.0000 5,850,000.00 1.000 5,850,000.00 ORIGINAL CONTRACT AMOUNT 58,609,067.50 TOTAL WORK COMPLETED 1,351,080.31 45,550,338.70 MATERIALS ON HAND ON SITE 437,487.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -34,000.00 TOTAL 1,348,080.31 45,953,825.74 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 11/18/09 500 01/13/10 01/12/10 07/14/11 241 99 18 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/11