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 06/17/10 EST. NO.26 TIME 03:24 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 --------------------------------------------------------------------------- 042 0001 325,015.55 E.W. @ U.P (+) 060110 N 0001 0 079 0002 268.33 E.W. @ F.A.(+) 052010 N 1061.0 087 0046 7,017.87 E.W. @ F.A.(+) 011210 N 1036.0 0056 38,699.04 061110 N 0056 0 101 0001 3,541.76 E.W. @ F.A.(+) 012810 N 0821.0 0002 3,351.07 012710 N 0868.0 0003 1,256.02 020410 N 0873.0 0004 1,332.21 020210 N 0876.0 0005 884.00 012910 N 0869.0 104 0001 10,880.42 E.W. @ F.A.(+) 020310 N 0877.0 0003 1,941.18 020310 N 1024.0 106 0001 3,119.88 E.W. @ F.A.(+) 021810 N 0995.0 0002 1,782.52 021910 N 0996.0 0003 1,423.43 022210 N 0997.0 109 0001 54,454.21 E.W. @ L.S.(+) 052410 N 0001 0 111 0001 77,109.16 E.W. @ L.S.(+) 041510 N 0001 0 0002 390,307.50 A.C. @ L.S.(+) 061110 N 0002 0 114 0001 23,285.59 A.C. @ U.P.(+) 061110 N 0001 0 945,669.74 TOTAL THIS ESTIMATE 6,707,912.47 TOTAL PREVIOUS ESTIMATE 7,653,582.21 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 06/17/10 EST. NO.26 TIME 03:24 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 0.00 0.00 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 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 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 0.750 1,500.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 4,160,000.00 18.000 93,600.00 358.000 1,861,600.00 03 TEMPORARY FENCE M 10.0000 266,000.00 16,937.560 169,375.60 S) 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 34,300.00 160.000 1,600.00 4,180.330 41,803.30 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 10 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 750,000.0000 750,000.00 0.060 45,000.00 0.910 682,500.00 11 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.022 2,200.00 0.445 44,500.00 12 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.009 45.00 0.678 3,390.00 S) PREVENTION PLAN 13 TEMPORARY FIBER ROLL M 3.0000 200,400.00 13,469.180 40,407.54 14 TEMPORARY SILT FENCE M 10.0000 45,500.00 58.000 580.00 11,746.940 117,469.40 15 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 138,000.00 3.000 9,000.00 34.000 102,000.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 98,000.00 2.000 4,000.00 24.000 48,000.00 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 12.000 120.00 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.022 5,500.00 0.446 111,500.00 24 MIGRATORY BIRD PROTECTION LS 125,000.0000 125,000.00 0.033 4,125.00 0.733 91,625.00 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 0.023 10,580.00 0.446 205,160.00 S) 27 TYPE III BARRICADE EA 50.0000 23,500.00 43.000 2,150.00 180.000 9,000.00 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 1,161.400 1,161.40 14,119.780 14,119.78 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 105.000 4,200.00 S) 31 TRAFFIC PLASTIC DRUMS EA 50.0000 22,500.00 163.000 8,150.00 S) 32 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 318.000 1,272.00 2,878.000 11,512.00 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 0.023 230.00 0.446 4,460.00 S) 35 TEMPORARY RAILING (TYPE K) M 30.0000 348,000.00 487.000 14,610.00 1,797.400 53,922.00 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 20,639.370 61,918.11 S) 40 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,400.00 27.400 1,370.00 S) 41 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 34,200.00 125.760 377.28 2,086.710 6,260.13 S) 42 REMOVE WHITE TRAFFIC STRIPE M 2.0000 26,800.00 2,028.600 4,057.20 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 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 48,000.00 368.760 27,657.00 49 REMOVE INLET EA 1,000.0000 12,000.00 7.000 7,000.00 PROGRAM CAS145 PAGE 3 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 5,000.00 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 57,468.370 433,311.51 1,754,717.200 13,230,567.69 64 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.178 356.00 0.478 956.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 588,500.00 365.000 36,500.00 5,776.000 577,600.00 F) 66 STRUCTURE EXCAVATION (TYPE A) M3 450.0000 1,432,800.00 156.000 70,200.00 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 1,110,400.00 106.000 21,200.00 4,593.000 918,600.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 139,600.00 1,005.000 100,500.00 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 13.430 4,029.00 76 GRAVEL PAD M3 130.0000 25,350.00 195.000 25,350.00 F) PROGRAM CAS145 PAGE 4 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,700.000 113,500.00 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 3,178.200 6,356.40 S) 81 EROSION CONTROL (DRILL SEED) M2 0.2000 600,000.00 1,072,735.000 214,547.00 S) 82 EROSION CONTROL (TYPE I) M2 5.0000 52,000.00 2,457.000 12,285.00 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 86,000.00 124.300 24,860.00 S) CONDUIT (1.63 MM THICK) 87 CLASS 2 AGGREGATE SUBBASE M3 30.0000 5,340,000.00 6,327.250 189,817.50 113,891.030 3,416,730.90 88 CLASS 2 AGGREGATE BASE M3 42.0000 9,534,000.00 3,664.630 153,914.46 68,141.040 2,861,923.68 89 SLURRY SEAL TONN 200.0000 46,000.00 0.000 0.00 90 ASPHALT CONCRETE TONN 85.0000 14,790,000.00 4,136.300 351,585.50 37,042.200 3,148,587.00 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 3.380 3.38 6.950 6.95 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 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 40,000.00 760.000 608,000.00 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 115,200.00 144.000 115,200.00 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 2,418.300 435,294.00 4,332.500 779,850.00 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 0.015 13,950.00 0.719 668,670.00 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 1,981.000 1,089,550.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 887.0000 13,350,237.00 731.000 648,397.00 12,183.000 10,806,321.00 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 18.000 23,400.00 F) (TYPE EQ) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 804,000.00 67.000 53,600.00 781.000 624,800.00 F) (TYPE N) 21 CLASS 1 CONCRETE (BOX CULVERT) M3 1,055.0000 1,413,700.00 1,287.430 1,358,238.65 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 572,500.00 32.390 40,487.50 283.075 353,843.75 F) 23 MINOR CONCRETE (PILE CAP) M3 1,500.0000 477,000.00 291.500 437,250.00 F) 24 BRICK TEXTURE M2 80.0000 58,960.00 560.000 44,800.00 F) 25 SOUND WALL (MASONRY BLOCK) M2 220.0000 3,221,680.00 912.000 200,640.00 4,395.000 966,900.00 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 67,462.000 155,162.60 1,948,056.000 4,480,528.80 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 353,717.00 148,011.000 340,425.30 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 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 7.000 26,600.00 21.000 79,800.00 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 14.600 5,256.00 76.500 27,540.00 52 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 68,400.00 126.800 45,648.00 53 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 29,625.00 85.300 31,987.50 54 200 MM HDPE PIPE M 250.0000 30,000.00 1.750 437.50 85.850 21,462.50 55 450 MM REINFORCED CONCRETE PIPE M 260.0000 184,600.00 646.398 168,063.48 (CLASS IV) 56 600 MM REINFORCED CONCRETE PIPE M 265.0000 368,350.00 1,022.030 270,837.95 (CLASS IV) 57 750 MM REINFORCED CONCRETE PIPE M 300.0000 81,000.00 180.800 54,240.00 (CLASS IV) PROGRAM CAS145 PAGE 7 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 237,600.00 240.000 86,400.00 (CLASS IV) 59 300 MM CORRUGATED STEEL PIPE M 250.0000 15,500.00 36.600 9,150.00 98.300 24,575.00 (2.01 MM THICK) 60 450 MM CORRUGATED STEEL PIPE M 300.0000 13,800.00 14.630 4,389.00 52.430 15,729.00 (2.77 MM THICK) 61 600 MM CORRUGATED STEEL PIPE M 350.0000 52,500.00 3.400 1,190.00 106.100 37,135.00 (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 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 13.500 13,500.00 (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 407,550.00 100.000 55,000.00 300.000 165,000.00 (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 2.000 800.00 14.000 5,600.00 73 450 MM CONCRETE FLARED END SECTION EA 650.0000 8,450.00 15.000 9,750.00 74 600 MM CONCRETE FLARED END SECTION EA 700.0000 28,700.00 24.000 16,800.00 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 8.000 12,000.00 77 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 2.000 700.00 10.000 3,500.00 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 3.000 1,350.00 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 8,218.130 698,541.05 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 2,251.980 191,418.30 84 ROCK SLOPE PROTECTION M3 120.0000 118,800.00 12.120 1,454.40 1,062.990 127,558.80 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 -838.970 -142,624.90 846.030 143,825.10 (BACKING NO. 3, METHOD B) 86 SLOPE PAVING (CONCRETE) (BRICK TEXTURE) M3 1,000.0000 425,000.00 64.000 64,000.00 F) 87 ROCK SLOPE PROTECTION FABRIC M2 1.0000 35,500.00 1,094.820 1,094.82 9,969.640 9,969.64 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 195,000.00 56.180 28,090.00 89 MINOR CONCRETE (SIDEWALK) M3 300.0000 117,000.00 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 1,168.000 4,672.00 4,381.000 17,524.00 SF) 93 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 219,245.00 465.000 6,045.00 12,930.000 168,090.00 SF) 94 FENCE (TYPE WM, METAL POST) M 20.0000 36,000.00 1,000.210 20,004.20 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 2,674.120 93,594.20 6,119.630 214,187.05 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 1.000 2,000.00 S) 01 SOUND WALL DELINEATOR EA 50.0000 500.00 0.000 0.00 02 DELINEATOR (CLASS 1) EA 50.0000 12,500.00 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 748,650.00 136.000 31,280.00 965.000 221,950.00 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 0.640 64,000.00 S) PROGRAM CAS145 PAGE 10 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.736 294,400.00 S) 43 SIGNAL AND LIGHTING (LOCATION 6) LS 300,000.0000 300,000.00 0.026 7,800.00 0.434 130,200.00 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 0.050 5,000.00 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 0.129 25,800.00 0.367 73,400.00 S) 49 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.351 140,400.00 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 0.032 4,000.00 0.079 9,875.00 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 0.000 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 0.073 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 03:24 PM ESTIMATE NO. 26 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 06/18/10 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,885,749.20 68,673,494.72 ADJUSTMENT OF COMPENSATION 413,593.09 512,899.68 EXTRA WORK 532,076.65 7,140,682.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,831,418.94 76,327,076.93 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 4,831,418.94 90,027,076.93 MATERIALS ON HAND ON SITE 1,316,284.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 4,841,418.94 91,333,361.59 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 06/12/12 305 145 50 0 62% 36% PROGRESS IS SATISFACTORY BEREXA, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/10