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 11/10/10 EST. NO.31 TIME 01:10 PM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0030 5,414.58 E.W. @ F.A.(+) 061710 Y 5158.0 0031 5,414.58 061610 Y 5159.0 0032 5,174.46 062210 Y 5162.0 023 0004-1 -5,096.38 E.W. @ F.A.(+) 081709 N 0578.0 DAO CORRECTING ENTRY 0005-1 -1,716.00 050409 N 0579.0 DAO CORRECTING ENTRY 0006-1 -1,419.00 060909 N 0580.0 DAO CORRECTING ENTRY 0007-1 -1,320.00 110508 N 0581.0 DAO CORRECTING ENTRY 0010-1 -4,059.00 072709 N 0584.0 DAO CORRECTING ENTRY 0011-1 -2,541.00 071009 N 0585.0 DAO CORRECTING ENTRY 0014-1 -9,458.68 112309 N 5131 0 DAO CORRECTING ENTRY 0015-1 -7,470.87 112309 N 5132 0 DAO CORRECTING ENTRY 0016-1 -3,339.38 120309 N 5134 0 DAO CORRECTING ENTRY 0017-1 -7,193.78 120309 N 5135 0 DAO CORRECTING ENTRY 0018-1 -12,471.25 120409 N 5136 0 DAO CORRECTING ENTRY 0019-1 -132.00 120209 N 0717.0 DAO CORRECTING ENTRY 0031-1 -7,083.87 061010 N 1118.1 DAO CORRECTING ENTRY 0032-1 -77,347.47 051310 N 1119.1 DAO CORRECTING ENTRY 0032-2 103,129.95 051310 N 1119.1 DAO CORRECTING ENTRY 024 0174 4,348.20 E.W. @ F.A.(+) 050210 N 1174.0 0175 4,199.36 032410 N 1175.0 046 0011 584.28 E.W. @ F.A.(+) 062310 N 1125.1 0012 959.21 062210 N 1126.1 053 0009 5,214.40 E.W. @ F.A.(+) 080210 N 1159.0 087 0042-1 -191,760.90 E.W. @ U.P (+) 032010 N 0042 0 DAO CORRECTING ENTRY 0042-2 185,211.03 032010 N 0042 0 DAO CORRECTING ENTRY 103 0003 396.08 E.W. @ F.A.(+) 060410 N 1171.0 105 0012 1,673.53 E.W. @ F.A.(+) 042810 N 1176.0 138 0001 569.49 E.W. @ F.A.(+) 082610 N 1177.0 0002 164.25 083110 N 1188.0 0003 1,710.45 091010 N 1191.0 144 0001 363.24 E.W. @ F.A.(+) 082410 N 1160.0 146 0001 1,012.99 E.W. @ F.A.(+) 092710 N 1196.0 148 0001 68.39 E.W. @ F.A.(+) 090310 N 1189.0 151 0001 11,675.16 E.W. @ L.S.(+) 101910 N 0001 0 4,874.05 TOTAL THIS ESTIMATE 8,434,884.06 TOTAL PREVIOUS ESTIMATE 8,439,758.11 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 11/10/10 EST. NO.31 TIME 01:10 PM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY BULLETIN BOARDS -10,000.00 10 RETURN BULLETIN 10,000.00 19 MISSING FHWA 1391 -10,000.00 28 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/08 -2,000.00 01 PER LTR DATED 10/08 -10,000.00 02 PER TLR DATED 11/08 -10,000.00 03 RETURN 9/08 DEDUCT 2,000.00 03 PER LTR DATED 12/08 -10,000.00 05 ADM2008 CEM4401 -10,000.00 06 PER LTR DATED 1/09 -10,000.00 06 ADMREC'D CEM4401 10,000.00 07 PER LTR DATED 2/09 -10,000.00 07 RETURN 10/08 DEDUCT 10,000.00 07 RETURN 11/08 DEDUCT 10,000.00 07 PER 3/09 LTR -10,000.00 08 PER LTR DATED 4/09 -8,000.00 09 PER LTR DATED 5/09 -10,000.00 10 PER LTR DATED 7/09 -10,000.00 13 RETURN 02/09 DEDUCT 10,000.00 13 RETURN 12/08 DEDUCT 10,000.00 13 PER LTR DATED 8/09 -10,000.00 15 RETURN 1/09 DEDUCT 10,000.00 15 PER LTR DATED 9/09 -10,000.00 16 RETURN 4/09 DEDUCT 10,000.00 16 PER LTR DATED 10/09 -10,000.00 17 PER LTR DATED 1/10 -10,000.00 20 RETURN 7/09 DEDUCT 10,000.00 20 RETURN 9/09 DEDUCT 10,000.00 20 PER LTR DATED 2/10 -10,000.00 21 RETURN 5/09 DEDUCT 10,000.00 21 PER LTR DATED 3/10 -10,000.00 23 ESTIMATE #15 8,000.00 24 ESTIMATE #17 10,000.00 24 ESTIMATE #20 10,000.00 24 ESTIMATE #23 10,000.00 24 PER LTR DATED 4/2010 -10,000.00 24 PER LTR DATED 5/2010 -10,000.00 25 RELEASE ESTIMATE #21 10,000.00 25 RELEASE ESTIMTE #8 10,000.00 25 RETURN EST. #23 10,000.00 26 PER LTR DATED 7/2010 -10,000.00 27 PER LTR DATED 8/2010 -10,000.00 28 PER LTR DATED 9/2010 -10,000.00 29 PER LTR DATED 10/10 -10,000.00 30 RETURN ESTIMATE 25 10,000.00 30 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-PLA-65-R12.2/R23.8 ------------------------------ DE SILVA GATES FCI A JOINT IN PLACER COUNTY NEAR LINCOLN FROM VENTURE OF DE SILVA GATES 0.6 KM NORTH OF TWELVE BRIDGES CONSTRUCTION AND F C I OVERCROSSING TO 1.3 KM SOUTH OF CONSTRUCTORS INC BEAR RIVER P O BOX 2909 DUBLIN CA 94568 FED. AID NO. HPLU-6208(30) ,L-6208(30) ,DEMO- ( ) CONSTRUCT NEW FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.750 1,500.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 4,160,000.00 442.000 2,298,400.00 03 TEMPORARY FENCE M 10.0000 266,000.00 16,937.560 169,375.60 S) 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 34,300.00 4,180.330 41,803.30 05 TEMPORARY G1 DRAINAGE INLET, M3 3,000.0000 10,500.00 3.450 10,350.00 F) FRAME AND GRATE 06 100 MM TEMPORARY CULVERT M 100.0000 4,700.00 48.000 4,800.00 07 300 MM TEMPORARY CULVERT M 200.0000 9,600.00 17.300 3,460.00 08 450 MM TEMPORARY FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 09 450 MM TEMPORARY CULVERT M 300.0000 26,100.00 64.080 19,224.00 10 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 750,000.0000 750,000.00 0.910 682,500.00 11 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.710 71,000.00 12 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.707 3,535.00 S) PREVENTION PLAN 13 TEMPORARY FIBER ROLL M 3.0000 200,400.00 13,553.180 40,659.54 14 TEMPORARY SILT FENCE M 10.0000 45,500.00 12,425.940 124,259.40 15 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 138,000.00 38.000 114,000.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 98,000.00 25.000 50,000.00 17 TEMPORARY COVER M2 0.1000 22,700.00 22,040.570 2,204.06 18 TEMPORARY CHECK DAM (FIBER ROLL) M 6.0000 24,180.00 163.650 981.90 19 TEMPORARY STRAW BALE BARRIER M 10.0000 45,500.00 4,117.860 41,178.60 20 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 8.000 4,000.00 S) (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 10,500.00 32.000 16,000.00 22 TEMPORARY HYDRAULIC MULCH M2 0.7500 48,525.00 52,915.100 39,686.33 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 250,000.0000 250,000.00 0.711 177,750.00 24 MIGRATORY BIRD PROTECTION LS 125,000.0000 125,000.00 0.832 104,000.00 25 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.311 6,220.00 S) 26 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.519 238,740.00 S) 27 TYPE III BARRICADE EA 50.0000 23,500.00 22.000 1,100.00 333.000 16,650.00 S) 28 TEMPORARY PAVEMENT MARKING M2 35.0000 4,900.00 27.180 951.30 S) 29 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 37,200.00 16,097.780 16,097.78 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 324.000 12,960.00 S) 31 TRAFFIC PLASTIC DRUMS EA 50.0000 22,500.00 163.000 8,150.00 S) 32 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 2,916.000 11,664.00 S) 33 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 1,200.00 0.000 0.00 S) 34 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.519 5,190.00 S) 35 TEMPORARY RAILING (TYPE K) M 30.0000 348,000.00 158.500 4,755.00 1,955.900 58,677.00 36 TEMPORARY CRASH CUSHION MODULE EA 100.0000 45,000.00 70.000 7,000.00 37 TEMPORARY CRASH CUSHION (ABSORB 350) EA 4,000.0000 24,000.00 2.000 8,000.00 4.000 16,000.00 38 ABANDON CULVERT M 100.0000 7,100.00 0.000 0.00 39 REMOVE FENCE M 3.0000 68,100.00 20,773.370 62,320.11 S) 40 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,400.00 42.640 2,132.00 S) 41 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 34,200.00 2,246.710 6,740.13 S) 42 REMOVE WHITE TRAFFIC STRIPE M 2.0000 26,800.00 2,689.600 5,379.20 S) 43 REMOVE PAVEMENT MARKING M2 40.0000 8,800.00 33.800 1,352.00 S) 44 REMOVE PAVEMENT MARKER EA 1.0000 7,370.00 1,204.000 1,204.00 S) 45 REMOVE ROADSIDE SIGN EA 50.0000 2,100.00 14.000 700.00 46 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 47 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 48 REMOVE CULVERT M 75.0000 48,000.00 421.700 31,627.50 49 REMOVE INLET EA 1,000.0000 12,000.00 11.000 11,000.00 PROGRAM CAS145 PAGE 3 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE HEADWALL EA 1,000.0000 10,000.00 7.000 7,000.00 51 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 600.00 0.000 0.00 52 REMOVE DETOUR M3 10.0000 309,000.00 0.000 0.00 53 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 2.000 400.00 54 ADJUST MANHOLE TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 55 MODIFY SIGN STRUCTURE EA 2,000.0000 6,000.00 0.000 0.00 S) (SAFETY CABLE RETROFIT) 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,400.00 13,786.180 27,572.36 S) (25 MM MAXIMUM) 57 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 19,100.00 0.000 0.00 58 REMOVE CONCRETE SIDEWALK M2 10.0000 200.00 0.000 0.00 59 BRIDGE REMOVAL LS 50,000.0000 50,000.00 0.000 0.00 60 CLEARING AND GRUBBING LS 620,000.0000 620,000.00 0.978 606,360.00 61 REMOVE TREES LS 100,000.0000 100,000.00 1.000 100,000.00 62 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 63 ROADWAY EXCAVATION M3 7.5400 15,230,800.00 2,031,072.060 15,314,283.33 64 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.716 1,432.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 588,500.00 5,885.000 588,500.00 F) 66 STRUCTURE EXCAVATION (TYPE A) M3 450.0000 1,432,800.00 3,184.000 1,432,800.00 F) 67 ABUTMENT WATER CONTROL AND LS 120,000.0000 120,000.00 1.000 120,000.00 FOUNDATION TREATMENT 68 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 73,950.00 1,479.000 73,950.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 48,700.00 974.000 48,700.00 F) 70 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 1,110,400.00 5,418.000 1,083,600.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 139,600.00 1,396.000 139,600.00 F) 72 PERVIOUS BACKFILL MATERIAL M3 250.0000 2,000.00 8.000 2,000.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 20,100.00 67.000 20,100.00 F) WALL) 74 SAND BACKFILL M3 200.0000 1,200.00 0.000 0.00 75 CONCRETE BACKFILL (CLASS 4) M3 300.0000 7,500.00 18.410 5,523.00 76 GRAVEL PAD M3 130.0000 25,350.00 195.000 25,350.00 F) PROGRAM CAS145 PAGE 4 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DITCH EXCAVATION M3 5.0000 131,000.00 26,050.000 130,250.00 78 IMPORTED BORROW M3 9.0000 7,902,000.00 632,231.880 5,690,086.92 79 ROCK BLANKET M2 85.0000 61,200.00 0.000 0.00 80 EROSION CONTROL (BLANKET) M2 2.0000 34,600.00 8,673.200 17,346.40 S) 81 EROSION CONTROL (DRILL SEED) M2 0.2000 600,000.00 1,374,993.000 274,998.60 S) 82 EROSION CONTROL (TYPE I) M2 5.0000 52,000.00 5,481.000 27,405.00 S) 83 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 4.000 2,000.00 S) 84 100 MM COMBINATION AIR RELEASE EA 9,000.0000 36,000.00 0.000 0.00 S) VALVE AND VACUUM UNIT 85 150 MM DUCTILE IRON PIPE M 300.0000 48,000.00 0.000 0.00 S) (PURPLE WRAPPED) 86 200 MM BITUMINOUS COATED STEEL PIPE M 200.0000 86,000.00 143.360 28,672.00 S) CONDUIT (1.63 MM THICK) 87 CLASS 2 AGGREGATE SUBBASE M3 30.0000 5,340,000.00 160,532.200 4,815,966.00 88 CLASS 2 AGGREGATE BASE M3 42.0000 9,534,000.00 159,045.210 6,679,898.82 89 SLURRY SEAL TONN 200.0000 46,000.00 0.000 0.00 90 ASPHALT CONCRETE TONN 85.0000 14,790,000.00 79,219.000 6,733,615.00 91 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 51,750.00 0.000 0.00 92 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 115.0000 6,060,500.00 0.000 0.00 93 PLACE ASPHALT CONCRETE OVERSIDE DRAIN M2 50.0000 11,000.00 0.000 0.00 94 PLACE ASPHALT CONCRETE (TEXTURED PAVING) M2 40.0000 83,600.00 0.000 0.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,160.00 0.000 0.00 96 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 7,200.00 0.000 0.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 1,040.00 0.000 0.00 98 CENTERLINE RUMBLE STRIP M 1.0000 20,900.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 99 SHOULDER RUMBLE STRIP M 1.0000 19,500.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 00 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 410.00 22.050 22.05 01 CONCRETE PAVEMENT M3 400.0000 20,800.00 49.000 19,600.00 02 FURNISH STEEL PILING (HP 250 X 62) M 130.0000 326,040.00 2,508.000 326,040.00 03 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 157,600.00 197.000 157,600.00 S) PROGRAM CAS145 PAGE 5 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH STEEL PILING (HP 250 X 85) M 155.0000 1,991,285.00 12,847.000 1,991,285.00 05 DRIVE STEEL PILE (HP 250 X 85) EA 800.0000 638,400.00 798.000 638,400.00 S) 06 FURNISH STEEL PILING (HP 310 X 110) M 210.0000 495,810.00 2,361.000 495,810.00 07 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 115,200.00 144.000 115,200.00 S) 08 FURNISH STEEL PILING (HP 360 X 132) M 270.0000 346,680.00 1,284.000 346,680.00 09 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 73,600.00 92.000 73,600.00 S) 10 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 1,746,000.00 8,346.000 1,502,280.00 S) PILING 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 140,400.00 117.000 140,400.00 S) PILING 13 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 215,600.00 77.000 215,600.00 S) PILING 14 PRESTRESSING CAST-IN-PLACE CONCRETE LS 930,000.0000 930,000.00 0.999 929,070.00 S) 15 SEAL COURSE CONCRETE M3 400.0000 236,000.00 0.000 0.00 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,267,750.00 2,305.000 1,267,750.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 887.0000 13,350,237.00 14,440.000 12,808,280.00 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 373,500.00 490.000 367,500.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,300.0000 93,600.00 36.000 46,800.00 F) (TYPE EQ) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 804,000.00 849.000 679,200.00 F) (TYPE N) 21 CLASS 1 CONCRETE (BOX CULVERT) M3 1,055.0000 1,413,700.00 1,337.950 1,411,537.25 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 572,500.00 343.775 429,718.75 F) 23 MINOR CONCRETE (PILE CAP) M3 1,500.0000 477,000.00 318.000 477,000.00 F) 24 BRICK TEXTURE M2 80.0000 58,960.00 737.000 58,960.00 F) 25 SOUND WALL (MASONRY BLOCK) M2 220.0000 3,221,680.00 6,915.000 1,521,300.00 SF) 26 JOINT SEAL (MR 30 MM) M 160.0000 10,880.00 0.000 0.00 S) 27 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 43,400.00 0.000 0.00 S) 28 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 81,900.00 0.000 0.00 S) 29 JOINT SEAL (MR 40 MM) M 200.0000 43,200.00 0.000 0.00 S) 30 JOINT SEAL (MR 50 MM) M 300.0000 46,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 5,421,629.00 78,290.000 180,067.00 2,357,230.000 5,421,629.00 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 83,720.00 36,400.000 83,720.00 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 353,717.00 155,707.300 358,126.79 SF) 34 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 63,888.00 0.000 0.00 F) WITH WALKWAY) 35 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 15,972.00 0.000 0.00 SF)WITH WALKWAY) 36 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 37,236.00 0.000 0.00 F) 37 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 9,309.00 0.000 0.00 SF) 38 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,237,159.00 0.000 0.00 F) 39 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 111,928.00 0.000 0.00 SF) 40 760 MM CAST-IN-DRILLED-HOLE M 2,000.0000 8,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 41 914 MM CAST-IN-DRILLED-HOLE M 2,000.0000 10,000.00 5.000 10,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 42 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 6.000 21,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 43 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 269,800.00 21.000 79,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 44 ROADSIDE SIGN - ONE POST EA 200.0000 36,000.00 3.000 600.00 45 ROADSIDE SIGN - TWO POST EA 400.0000 15,200.00 0.000 0.00 46 ROADSIDE SIGN (SOUNDWALL MOUNTED) KG 15.0000 5,400.00 0.000 0.00 F) 47 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 5,100.00 1.000 75.00 METHOD) 48 INSTALL SIGN OVERLAY M2 500.0000 2,000.00 0.000 0.00 49 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 3,250.00 0.000 0.00 50 PREPARE AND PAINT CONCRETE M2 55.0000 377,905.00 0.000 0.00 S) 51 300 MM ALTERNATIVE PIPE CULVERT M 360.0000 35,640.00 76.500 27,540.00 52 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 68,400.00 150.500 54,180.00 53 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 29,625.00 102.640 38,490.00 54 200 MM HDPE PIPE M 250.0000 30,000.00 103.850 25,962.50 55 450 MM REINFORCED CONCRETE PIPE M 260.0000 184,600.00 709.168 184,383.68 (CLASS IV) 56 600 MM REINFORCED CONCRETE PIPE M 265.0000 368,350.00 1,069.010 283,287.65 (CLASS IV) 57 750 MM REINFORCED CONCRETE PIPE M 300.0000 81,000.00 236.400 70,920.00 (CLASS IV) PROGRAM CAS145 PAGE 7 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM REINFORCED CONCRETE PIPE M 360.0000 237,600.00 640.040 230,414.40 (CLASS IV) 59 300 MM CORRUGATED STEEL PIPE M 250.0000 15,500.00 148.420 37,105.00 (2.01 MM THICK) 60 450 MM CORRUGATED STEEL PIPE M 300.0000 13,800.00 52.430 15,729.00 (2.77 MM THICK) 61 600 MM CORRUGATED STEEL PIPE M 350.0000 52,500.00 129.900 45,465.00 (2.77 MM THICK) 62 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 3,600.00 42.300 9,517.50 (2.01 MM THICK) 63 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 14,750.00 58.800 14,700.00 (2.77 MM THICK) 64 450 MM ANCHOR ASSEMBLY EA 500.0000 2,000.00 5.000 2,500.00 65 600 MM CORRUGATED STEEL PIPE ENERGY EA 1,000.0000 2,000.00 1.000 1,000.00 DISSIPATOR (1.63 MM THICK) 66 600 MM ANCHOR ASSEMBLY EA 600.0000 2,400.00 0.000 0.00 (FOR ENERGY DISSIPATOR) 67 300 MM DISCHARGE PIPE RISER EA 1,000.0000 38,000.00 18.500 18,500.00 (2.01 MM THICK) 68 250 MM WELDED STEEL PIPE CASING M 600.0000 72,000.00 0.000 0.00 (BRIDGE) (6 MM THICK) 69 300 MM WELDED STEEL PIPE CASING M 400.0000 74,000.00 185.000 74,000.00 (BRIDGE) (6 MM THICK) 70 400 MM WELDED STEEL PIPE CASING M 550.0000 407,550.00 427.000 234,850.00 (BRIDGE) (6 MM THICK) 71 150 MM RECYCLED WATER LINE M 200.0000 57,200.00 308.300 61,660.00 72 450 MM STEEL FLARED END SECTION EA 400.0000 2,400.00 14.000 5,600.00 73 450 MM CONCRETE FLARED END SECTION EA 650.0000 8,450.00 17.000 11,050.00 74 600 MM CONCRETE FLARED END SECTION EA 700.0000 28,700.00 30.000 21,000.00 75 750 MM CONCRETE FLARED END SECTION EA 850.0000 5,100.00 4.000 3,400.00 76 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 36,000.00 23.000 34,500.00 77 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 14.000 4,900.00 78 200 MM HDPE FLARED END SECTION EA 325.0000 12,350.00 0.000 0.00 79 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 5.000 2,250.00 80 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 81 600 MM FLAPGATE EA 2,000.0000 12,000.00 5.000 10,000.00 82 ROCK SLOPE PROTECTION M3 85.0000 1,530,000.00 16,914.130 1,437,701.05 (1/4 TON, METHOD B) 83 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 402,050.00 3,869.130 328,876.05 84 ROCK SLOPE PROTECTION M3 120.0000 118,800.00 1,185.110 142,213.20 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROCK SLOPE PROTECTION M3 170.0000 144,500.00 846.030 143,825.10 (BACKING NO. 3, METHOD B) 86 SLOPE PAVING (CONCRETE) (BRICK TEXTURE) M3 1,000.0000 425,000.00 245.000 245,000.00 F) 87 ROCK SLOPE PROTECTION FABRIC M2 1.0000 35,500.00 12,985.370 12,985.37 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 195,000.00 90.962 45,481.00 89 MINOR CONCRETE (SIDEWALK) M3 300.0000 117,000.00 98.213 29,463.90 90 MINOR CONCRETE (STAMPED STONE PATTERN) M3 800.0000 44,000.00 0.000 0.00 91 MINOR CONCRETE (CURB RAMP) M3 500.0000 27,000.00 12.920 6,460.00 92 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,000.00 6,057.000 24,228.00 SF) 93 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 219,245.00 16,865.000 219,245.00 SF) 94 FENCE (TYPE WM, METAL POST) M 20.0000 36,000.00 1,255.860 25,117.20 S) 95 CHAIN LINK FENCE (TYPE CL-1.2) M 40.0000 100,400.00 335.060 13,402.40 S) 96 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 1,494,500.00 16,744.220 586,047.70 S) 97 WROUGHT IRON FENCE M 200.0000 100,000.00 0.000 0.00 S) 98 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 26,000.00 0.000 0.00 S) 99 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0.00 S) 00 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 3.000 6,000.00 S) 01 SOUND WALL DELINEATOR EA 50.0000 500.00 0.000 0.00 02 DELINEATOR (CLASS 1) EA 50.0000 12,500.00 26.000 1,300.00 03 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 100.00 0.000 0.00 04 HIGHWAY POST MARKER EA 50.0000 2,750.00 0.000 0.00 05 MARKER (CULVERT) EA 50.0000 3,750.00 0.000 0.00 06 OBJECT MARKER (TYPE P) EA 50.0000 400.00 4.000 200.00 07 OBJECT MARKER (TYPE K-1) EA 50.0000 1,050.00 0.000 0.00 08 OBJECT MARKER (TYPE L-1) EA 50.0000 2,050.00 0.000 0.00 09 METAL BEAM GUARD RAILING M 100.0000 67,000.00 0.000 0.00 S) (1.83 M WOOD POST) 10 METAL BEAM GUARD RAILING M 125.0000 9,500.00 0.000 0.00 S) (2.1 M WOOD POST) 11 WEED CONTROL MAT (FIBER) M2 40.0000 100,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CHAIN LINK RAILING (TYPE 6) M 250.0000 91,250.00 0.000 0.00 SF) 13 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 250.0000 100,000.00 0.000 0.00 SF) 14 CONCRETE BARRIER (TYPE 26 MODIFIED) M 425.0000 76,500.00 0.000 0.00 F) 15 DOUBLE METAL BEAM GUARD RAILING M 100.0000 63,000.00 0.000 0.00 S) (WOOD POST) 16 CABLE RAILING M 80.0000 16,000.00 0.000 0.00 S) 17 TRANSITION RAILING (TYPE WB) EA 3,000.0000 126,000.00 0.000 0.00 S) 18 END CAP (TYPE A) EA 100.0000 2,000.00 0.000 0.00 S) 19 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 17,400.00 0.000 0.00 S) 20 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 84,000.00 0.000 0.00 S) 21 CRASH CUSHION, SAND FILLED EA 4,000.0000 56,000.00 0.000 0.00 S) 22 CONCRETE BARRIER (TYPE 736 MODIFIED) M 230.0000 748,650.00 2,150.000 494,500.00 F) 23 CONCRETE BARRIER (TYPE 736SV) M 575.0000 1,322,500.00 1,331.000 765,325.00 24 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 68,000.00 31.500 1,260.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 73,200.00 9,018.660 5,411.20 S) 26 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,400.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,900.00 312.900 938.70 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 30 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 35.050 35.05 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 21,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,600.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT PAVEMENT MARKING (2-COAT) M2 60.0000 7,200.00 0.000 0.00 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,400.00 0.000 0.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 42,800.00 588.000 2,352.00 S) 36 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.040 200.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 37 BATTERY BACKUP SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) 38 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.775 77,500.00 S) PROGRAM CAS145 PAGE 10 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.816 81,600.00 S) 40 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.000 0.00 S) 41 SIGNAL AND LIGHTING (LOCATION 4) LS 150,000.0000 150,000.00 0.000 0.00 S) 42 SIGNAL AND LIGHTING (LOCATION 5) LS 400,000.0000 400,000.00 0.850 340,000.00 S) 43 SIGNAL AND LIGHTING (LOCATION 6) LS 300,000.0000 300,000.00 0.751 225,300.00 S) 44 SIGNAL AND LIGHTING (LOCATION 7) LS 300,000.0000 300,000.00 0.359 107,700.00 S) 45 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 50,000.0000 50,000.00 0.400 20,000.00 S) 46 LIGHTING LS 100,000.0000 100,000.00 0.323 32,300.00 S) 47 LIGHTING (CITY STREET) LS 25,000.0000 25,000.00 0.139 3,475.00 S) 48 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.455 91,000.00 S) 49 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.519 207,600.00 S) 50 SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.465 23,250.00 S) 51 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 52 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.502 12,550.00 S) 53 COMMUNICATION CONDUIT (BRIDGE) LS 125,000.0000 125,000.00 0.380 47,500.00 SF) 54 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.230 11,500.00 S) (LOCATION 1) 55 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) (LOCATION 2) 56 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.124 3,100.00 S) (LOCATION 3) 57 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.500 12,500.00 S) (LOCATION 4) 58 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) (LOCATION 5) 59 RAMP METERING SYSTEM (LOCATION 1) LS 75,000.0000 75,000.00 0.400 30,000.00 S) 60 RAMP METERING SYSTEM (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 S) 61 RAMP METERING SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 0.427 10,675.00 S) 62 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) 63 WIRELESS COMMUNICATIONS SYSTEM LS 75,000.0000 75,000.00 0.073 5,475.00 S) 64 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 65 FURNISH STEEL PILING (HP 360 X 174) M 370.0000 357,420.00 966.000 357,420.00 PROGRAM CAS145 PAGE 11 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 51,200.00 64.000 51,200.00 PROGRAM CAS145 PAGE 12 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 01:10 PM ESTIMATE NO. 31 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 193,922.00 88,369,033.67 ADJUSTMENT OF COMPENSATION 0.00 632,818.95 EXTRA WORK 4,874.05 7,806,939.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 198,796.05 96,808,791.78 67 MOBILIZATION LS 3700,000.0000 13,700,000.00 1.000 13,700,000.00 ORIGINAL CONTRACT AMOUNT 137,136,260.00 TOTAL WORK COMPLETED 198,796.05 110,508,791.78 MATERIALS ON HAND ON SITE 770,439.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,000.00 TOTAL 198,796.05 111,229,231.02 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 07/02/08 800 09/02/08 08/26/08 06/12/12 440 95 50 0 75% 52% PROGRESS IS SATISFACTORY BEREXA, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/10/10