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 08/05/09 EST. NO.13 TIME 11:30 AM 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 --------------------------------------------------------------------------- 001 0096 560.34 E.W. @ F.A.(+) 061609 N 0286.0 0097 560.34 061709 N 0287.0 0098 560.34 061809 N 0288.0 0100 523.60 060809 N 0277.0 0101 560.34 061009 N 0279.0 0102 560.34 061109 N 0280.0 0103 560.34 061209 N 0281.0 0104 483.10 061509 N 0285.0 0105 584.83 060909 N 0278.0 0106 560.34 062209 N 0292.0 0107 584.83 062309 N 0293.0 0108 584.83 062409 N 0294.0 0109 584.83 062509 N 0295.0 0110 805.26 062609 N 0296.0 024 0036 472.65 E.W. @ F.A.(+) 050409 N 0237.0 025 0001 1,214.00 E.W. @ F.A.(+) 032309 N RBI-10 0002 285.19 032409 N RBI-20 026 0003 13,928.00 E.W. @ L.S.(+) 012809 N 0003 0 029 0001 6,731.89 E.W. @ F.A.(+) 021909 N 0129.0 0002 7,944.45 022009 N 0130.0 0003 1,471.96 022509 N 0138.0 0156 338.04 041509 N PR0156 0157 676.11 041609 N PR0157 0158 169.03 041709 N PR0158 0161 1,889.33 032109 N 0199.0 030 0001 1,035.72 E.W. @ F.A.(+) 022309 N 0133.0 0002 1,071.41 022409 N 0135.0 0003 891.05 022509 N 0139.0 0012 687.62 022709 N 0145.0 0013 366.47 022809 N 0147.0 0014 366.47 030109 N 0150.0 0015 366.47 030209 N 0152.0 032 0001 1,237.68 E.W. @ F.A.(+) 022109 N 0172.0 035 0001 886.05 E.W. @ F.A.(+) 031309 N 0182.0 0002 753.89 031709 N 0183.0 0003 918.35 031809 N 0184.0 0004 673.61 031909 N 0185.0 0005 389.30 033009 N 0202.0 0013 372.24 031609 N 0300.0 0014 372.24 031709 N 0301.0 0015 372.24 031809 N 0302.0 0016 372.24 031909 N 0303.0 0017 372.24 032009 N 0304.0 036 0001 5,045.93 E.W. @ F.A.(+) 042309 N RBI-30 0002 561.92 042409 N RBI-40 60,307.45 TOTAL THIS ESTIMATE 1,242,317.32 TOTAL PREVIOUS ESTIMATE 1,302,624.77 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 08/05/09 EST. NO.13 TIME 11:30 AM 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 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 10,000.00 -48,000.00 TOTAL DEDUCTIONS 10,000.00 -58,000.00 PROGRAM CAS145 PAGE 1 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 LOCATION RERUN 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 0.250 500.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 4,160,000.00 20.000 104,000.00 143.000 743,600.00 03 TEMPORARY FENCE M 10.0000 266,000.00 6,127.100 61,271.00 13,036.110 130,361.10 S) 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 34,300.00 15.200 152.00 2,061.430 20,614.30 05 TEMPORARY G1 DRAINAGE INLET, M3 3,000.0000 10,500.00 2.070 6,210.00 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 0.000 0.00 09 450 MM TEMPORARY CULVERT M 300.0000 26,100.00 64.080 19,224.00 64.080 19,224.00 10 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 750,000.0000 750,000.00 0.250 187,500.00 0.670 502,500.00 11 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.025 2,500.00 0.179 17,900.00 12 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.010 50.00 0.572 2,860.00 S) PREVENTION PLAN 13 TEMPORARY FIBER ROLL M 3.0000 200,400.00 8,499.880 25,499.64 14 TEMPORARY SILT FENCE M 10.0000 45,500.00 7,116.100 71,161.00 15 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 138,000.00 4.000 12,000.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 98,000.00 3.000 6,000.00 11.000 22,000.00 17 TEMPORARY COVER M2 0.1000 22,700.00 8,034.570 803.46 18 TEMPORARY CHECK DAM (FIBER ROLL) M 6.0000 24,180.00 78.250 469.50 19 TEMPORARY STRAW BALE BARRIER M 10.0000 45,500.00 1,710.500 17,105.00 20 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 10,500.00 17.000 8,500.00 22 TEMPORARY HYDRAULIC MULCH M2 0.7500 48,525.00 49,280.700 36,960.53 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.025 6,250.00 0.179 44,750.00 24 MIGRATORY BIRD PROTECTION LS 125,000.0000 125,000.00 0.025 3,125.00 0.179 22,375.00 25 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.034 680.00 0.311 6,220.00 S) 26 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.025 11,500.00 0.179 82,340.00 S) 27 TYPE III BARRICADE EA 50.0000 23,500.00 62.000 3,100.00 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 6,783.430 6,783.43 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 58.000 2,320.00 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 1,968.000 7,872.00 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 0.025 250.00 0.179 1,790.00 S) 35 TEMPORARY RAILING (TYPE K) M 30.0000 348,000.00 1,310.400 39,312.00 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 38 ABANDON CULVERT M 100.0000 7,100.00 0.000 0.00 39 REMOVE FENCE M 3.0000 68,100.00 2,666.460 7,999.38 13,762.200 41,286.60 S) 40 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,400.00 27.400 1,370.00 27.400 1,370.00 S) 41 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 34,200.00 1,589.950 4,769.85 S) 42 REMOVE WHITE TRAFFIC STRIPE M 2.0000 26,800.00 1,632.600 3,265.20 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 1,166.000 1,166.00 S) 45 REMOVE ROADSIDE SIGN EA 50.0000 2,100.00 1.000 50.00 12.000 600.00 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 57.860 4,339.50 120.960 9,072.00 49 REMOVE INLET EA 1,000.0000 12,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000.00 3.000 3,000.00 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 0.399 247,380.00 61 REMOVE TREES LS 100,000.0000 100,000.00 0.018 1,800.00 0.970 97,000.00 62 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 63 ROADWAY EXCAVATION M3 7.5400 15,230,800.00 306,438.220 2,310,544.18 811,682.040 6,120,082.58 64 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.300 600.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 588,500.00 4,419.000 441,900.00 F) 66 STRUCTURE EXCAVATION (TYPE A) M3 450.0000 1,432,800.00 356.000 160,200.00 1,951.590 878,215.50 F) 67 ABUTMENT WATER CONTROL AND LS 120,000.0000 120,000.00 0.500 60,000.00 1.000 120,000.00 FOUNDATION TREATMENT 68 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 73,950.00 210.000 10,500.00 1,158.000 57,900.00 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 1,110,400.00 900.000 180,000.00 2,719.000 543,800.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 139,600.00 848.000 84,800.00 F) 72 PERVIOUS BACKFILL MATERIAL M3 250.0000 2,000.00 0.000 0.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 20,100.00 32.000 9,600.00 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 0.000 0.00 76 GRAVEL PAD M3 130.0000 25,350.00 195.000 25,350.00 F) PROGRAM CAS145 PAGE 4 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,055.000 40,275.00 78 IMPORTED BORROW M3 9.0000 7,902,000.00 53,419.530 480,775.77 428,280.130 3,854,521.17 79 ROCK BLANKET M2 85.0000 61,200.00 0.000 0.00 80 EROSION CONTROL (BLANKET) M2 2.0000 34,600.00 0.000 0.00 S) 81 EROSION CONTROL (DRILL SEED) M2 0.2000 600,000.00 0.000 0.00 S) 82 EROSION CONTROL (TYPE I) M2 5.0000 52,000.00 0.000 0.00 S) 83 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 0.000 0.00 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 46.000 9,200.00 46.000 9,200.00 S) CONDUIT (1.63 MM THICK) 87 CLASS 2 AGGREGATE SUBBASE M3 30.0000 5,340,000.00 1,041.560 31,246.80 2,411.560 72,346.80 88 CLASS 2 AGGREGATE BASE M3 42.0000 9,534,000.00 15,137.650 635,781.30 89 SLURRY SEAL TONN 200.0000 46,000.00 0.000 0.00 90 ASPHALT CONCRETE TONN 85.0000 14,790,000.00 6,225.860 529,198.10 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 0.000 0.00 01 CONCRETE PAVEMENT M3 400.0000 20,800.00 0.000 0.00 02 FURNISH STEEL PILING (HP 250 X 62) M 130.0000 326,040.00 583.000 75,790.00 2,508.000 326,040.00 03 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 157,600.00 153.000 122,400.00 S) PROGRAM CAS145 PAGE 5 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,939.000 765,545.00 12,300.000 1,906,500.00 05 DRIVE STEEL PILE (HP 250 X 85) EA 800.0000 638,400.00 106.000 84,800.00 460.000 368,000.00 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 72.000 57,600.00 72.000 57,600.00 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 80.000 64,000.00 S) 10 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 1,746,000.00 1,346.500 242,370.00 1,914.200 344,556.00 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 0.000 0.00 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 0.052 48,360.00 0.201 186,930.00 S) 15 SEAL COURSE CONCRETE M3 400.0000 236,000.00 0.000 0.00 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,267,750.00 385.000 211,750.00 1,464.500 805,475.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 887.0000 13,350,237.00 757.000 671,459.00 3,833.250 3,400,092.75 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 373,500.00 333.000 249,750.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,300.0000 93,600.00 0.000 0.00 F) (TYPE EQ) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 804,000.00 0.000 0.00 F) (TYPE N) 21 CLASS 1 CONCRETE (BOX CULVERT) M3 1,055.0000 1,413,700.00 195.970 206,748.35 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 572,500.00 5.250 6,562.50 F) 23 MINOR CONCRETE (PILE CAP) M3 1,500.0000 477,000.00 94.400 141,600.00 94.400 141,600.00 F) 24 BRICK TEXTURE M2 80.0000 58,960.00 32.000 2,560.00 457.000 36,560.00 F) 25 SOUND WALL (MASONRY BLOCK) M2 220.0000 3,221,680.00 0.000 0.00 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 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 91,848.000 211,250.40 684,834.900 1,575,120.27 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 83,720.00 19,900.000 45,770.00 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 353,717.00 18,215.200 41,894.96 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 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 42 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 43 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 269,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 44 ROADSIDE SIGN - ONE POST EA 200.0000 36,000.00 0.000 0.00 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 0.000 0.00 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 8.500 3,060.00 8.500 3,060.00 52 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 68,400.00 0.000 0.00 53 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 29,625.00 6.000 2,250.00 6.000 2,250.00 54 200 MM HDPE PIPE M 250.0000 30,000.00 0.000 0.00 55 450 MM REINFORCED CONCRETE PIPE M 260.0000 184,600.00 27.498 7,149.48 (CLASS IV) 56 600 MM REINFORCED CONCRETE PIPE M 265.0000 368,350.00 316.570 83,891.05 353.770 93,749.05 (CLASS IV) 57 750 MM REINFORCED CONCRETE PIPE M 300.0000 81,000.00 180.800 54,240.00 180.800 54,240.00 (CLASS IV) PROGRAM CAS145 PAGE 7 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (CLASS IV) 59 300 MM CORRUGATED STEEL PIPE M 250.0000 15,500.00 0.000 0.00 (2.01 MM THICK) 60 450 MM CORRUGATED STEEL PIPE M 300.0000 13,800.00 0.000 0.00 (2.77 MM THICK) 61 600 MM CORRUGATED STEEL PIPE M 350.0000 52,500.00 0.000 0.00 (2.77 MM THICK) 62 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 3,600.00 0.000 0.00 (2.01 MM THICK) 63 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 14,750.00 0.000 0.00 (2.77 MM THICK) 64 450 MM ANCHOR ASSEMBLY EA 500.0000 2,000.00 0.000 0.00 65 600 MM CORRUGATED STEEL PIPE ENERGY EA 1,000.0000 2,000.00 0.000 0.00 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 0.000 0.00 (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 74,000.00 102.000 40,800.00 (BRIDGE) (6 MM THICK) 70 400 MM WELDED STEEL PIPE CASING M 550.0000 407,550.00 48.000 26,400.00 48.000 26,400.00 (BRIDGE) (6 MM THICK) 71 150 MM RECYCLED WATER LINE M 200.0000 57,200.00 243.000 48,600.00 72 450 MM STEEL FLARED END SECTION EA 400.0000 2,400.00 0.000 0.00 73 450 MM CONCRETE FLARED END SECTION EA 650.0000 8,450.00 1.000 650.00 74 600 MM CONCRETE FLARED END SECTION EA 700.0000 28,700.00 5.000 3,500.00 6.000 4,200.00 75 750 MM CONCRETE FLARED END SECTION EA 850.0000 5,100.00 0.000 0.00 76 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 36,000.00 0.000 0.00 77 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 2.000 700.00 2.000 700.00 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 0.000 0.00 80 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 1.000 500.00 1.000 500.00 81 600 MM FLAPGATE EA 2,000.0000 12,000.00 0.000 0.00 82 ROCK SLOPE PROTECTION M3 85.0000 1,530,000.00 0.000 0.00 (1/4 TON, METHOD B) 83 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 402,050.00 0.000 0.00 84 ROCK SLOPE PROTECTION M3 120.0000 118,800.00 77.280 9,273.60 77.280 9,273.60 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (BACKING NO. 3, METHOD B) 86 SLOPE PAVING (CONCRETE) (BRICK TEXTURE) M3 1,000.0000 425,000.00 0.000 0.00 F) 87 ROCK SLOPE PROTECTION FABRIC M2 1.0000 35,500.00 197.590 197.59 197.590 197.59 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 195,000.00 4.740 2,370.00 56.180 28,090.00 89 MINOR CONCRETE (SIDEWALK) M3 300.0000 117,000.00 21.210 6,363.00 21.210 6,363.00 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 0.000 0.00 92 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,000.00 45.000 180.00 SF) 93 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 219,245.00 113.500 1,475.50 790.000 10,270.00 SF) 94 FENCE (TYPE WM, METAL POST) M 20.0000 36,000.00 305.600 6,112.00 305.600 6,112.00 S) 95 CHAIN LINK FENCE (TYPE CL-1.2) M 40.0000 100,400.00 0.000 0.00 S) 96 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 1,494,500.00 534.500 18,707.50 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 0.000 0.00 S) 01 SOUND WALL DELINEATOR EA 50.0000 500.00 0.000 0.00 02 DELINEATOR (CLASS 1) EA 50.0000 12,500.00 0.000 0.00 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 0.000 0.00 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 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 736SV) M 575.0000 1,322,500.00 0.000 0.00 24 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 68,000.00 0.000 0.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 73,200.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.147 14,700.00 0.510 51,000.00 S) PROGRAM CAS145 PAGE 10 DATE 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.270 27,000.00 0.599 59,900.00 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 0.000 0.00 S) 43 SIGNAL AND LIGHTING (LOCATION 6) LS 300,000.0000 300,000.00 0.000 0.00 S) 44 SIGNAL AND LIGHTING (LOCATION 7) LS 300,000.0000 300,000.00 0.000 0.00 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 0.014 1,400.00 0.014 1,400.00 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 0.038 7,600.00 S) 49 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.048 19,200.00 0.248 99,200.00 S) 50 SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.054 2,700.00 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 0.042 1,050.00 0.502 12,550.00 S) 53 COMMUNICATION CONDUIT (BRIDGE) LS 125,000.0000 125,000.00 0.012 1,500.00 0.012 1,500.00 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 0.000 0.00 S) (LOCATION 3) 57 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 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 0.099 7,425.00 0.380 28,500.00 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 0.000 0.00 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 0.000 0.00 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 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 08/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 11:30 AM ESTIMATE NO. 13 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 07/20/09 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 08/05/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,447,219.77 27,831,823.77 ADJUSTMENT OF COMPENSATION 0.00 3,630.00 EXTRA WORK 60,307.45 1,298,994.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,507,527.22 29,134,448.54 67 MOBILIZATION LS 3700,000.0000 13,700,000.00 0.200 2,740,000.00 0.950 13,015,000.00 ORIGINAL CONTRACT AMOUNT 137,136,260.00 TOTAL WORK COMPLETED 9,247,527.22 42,149,448.54 MATERIALS ON HAND ON SITE 611,710.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -58,000.00 TOTAL 9,257,527.22 42,703,159.44 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 03/12/12 143 80 0 0 30% 18% PROGRESS IS SATISFACTORY BEREXA, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/05/09