PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/06/11 EST. NO.31 TIME 03:07 PM R.E. NAME: KURT WEIERMAN 09-2144U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/06/11 EST. NO.31 TIME 03:07 PM R.E. NAME: KURT WEIERMAN 09-2144U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 2 MOTOR PUBLIC CLAIM -866.60 23 MISSING CEM-4401 -10,000.00 27 ITEM 1 AS-BUILTS -1,750.00 28 ITEM 1-CPM -AS BUILT 1,750.00 29 REC'ED CEM-4401 10,000.00 29 2 MOTOR CLAIM 866.60 29 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 27 REC'ED PAYROLLS 10,000.00 28 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 LOCATION FINAL ESTIMATE 09-INY-395-65.0/76.1 -------------- GRANITE CONSTRUCTION IN INYO COUNTY AT AND NEAR C/0 JOSE HERNANDEZ INDEPENDENCE FROM 1.0 KM SOUTH OF PO BOX 5127 LA AQUEDUCT BRIDGE TO 0.7 KM NORTH BAKERSFIELD CA 93388-5127 OF SHABBELL LANE FED. AID NO. N O N E WIDEN TO FOUR-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,000.0000 7,000.00 1.000 7,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,050,000.00 433.000 1,082,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 7,350.00 490.000 7,350.00 04 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 1.000 90,000.00 05 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 1.000 500.00 S) PREVENTION PLAN 06 TEMPORARY AQUEDUCT DIVERSION SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 07 TEMPORARY CREEK DIVERSION SYSTEM EA 70,000.0000 210,000.00 3.000 210,000.00 08 TEMPORARY SILT FENCE M 20.0000 8,800.00 453.000 9,060.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 23,000.00 46.000 23,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 40,000.00 7.000 56,000.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 10,000.00 50.000 10,000.00 12 STREET SWEEPING LS 200,000.0000 200,000.00 1.000 200,000.00 13 TEMPORARY SEDIMENT BASIN EA 8,000.0000 16,000.00 2.000 16,000.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 16 TYPE III BARRICADE EA 110.0000 31,900.00 201.000 22,110.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.5000 4,875.00 277.900 3,473.75 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.2500 18,925.00 26,074.000 6,518.50 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 92,700.00 2,812.000 84,360.00 S) 20 FLASHING BEACON (PORTABLE) EA 1,500.0000 6,000.00 4.000 6,000.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,000.0000 42,000.00 1.000 42,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 150.0000 16,500.00 66.000 9,900.00 PROGRAM CAS145 PAGE 2 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 300.0000 8,400.00 14.000 4,200.00 S) 24 ABANDON CULVERT EA 1,000.0000 5,000.00 5.000 5,000.00 25 ABANDON WATER WELL EA 900.0000 7,200.00 7.000 6,300.00 26 OBLITERATE SURFACING M2 5.0000 6,300.00 1,260.000 6,300.00 27 REMOVE FENCE (TYPE BW) M 5.5000 127,050.00 24,212.000 133,166.00 S) 28 REMOVE GATE EA 290.0000 2,900.00 10.000 2,900.00 S) 29 REMOVE METAL CATTLE GUARD EA 840.0000 10,920.00 13.000 10,920.00 30 REMOVE MARKER EA 50.0000 4,050.00 81.000 4,050.00 31 REMOVE METAL BEAM GUARD RAILING M 28.0000 7,840.00 292.600 8,192.80 S) 32 REMOVE TRAFFIC STRIPE M 0.7000 11,060.00 6,835.000 4,784.50 S) 33 REMOVE PAVEMENT MARKING M2 21.5000 3,225.00 112.020 2,408.43 S) 34 REMOVE ROADSIDE SIGN EA 60.0000 13,200.00 211.000 12,660.00 35 REMOVE CONCRETE PIPE M 25.0000 2,750.00 110.000 2,750.00 36 REMOVE INLET EA 300.0000 5,400.00 18.000 5,400.00 37 REMOVE HEADWALL EA 500.0000 9,500.00 19.000 9,500.00 38 REMOVE DELINEATOR EA 45.0000 12,600.00 280.000 12,600.00 39 RESET MAILBOX EA 300.0000 300.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 100.0000 7,700.00 2.000 200.00 41 ADJUST WATER VALVE COVER TO GRADE EA 600.0000 12,000.00 20.000 12,000.00 42 ADJUST WATER METER BOX TO GRADE EA 300.0000 3,900.00 13.000 3,900.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 262,000.00 131,000.000 262,000.00 S) 44 REMOVE CONCRETE M3 160.0000 57,600.00 360.000 57,600.00 45 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 46 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000.00 47 ROADWAY EXCAVATION M3 14.0000 3,234,000.00 231,090.000 3,235,260.00 48 BLADED DIRT ROAD M 6.0000 17,700.00 2,950.000 17,700.00 49 STRUCTURE EXCAVATION (TYPE A) M3 40.0000 35,200.00 880.000 35,200.00 F) PROGRAM CAS145 PAGE 3 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 69,200.00 865.000 69,200.00 F) 51 SAND BACKFILL M3 350.0000 9,100.00 26.000 9,100.00 52 DITCH EXCAVATION M3 10.0000 7,400.00 740.000 7,400.00 53 IMPORTED BORROW M3 12.0000 1,224,000.00 102,000.000 1,224,000.00 54 DUFF HA 6,300.0000 258,300.00 41.000 258,300.00 55 EROSION CONTROL (BLANKET) M2 3.0000 26,400.00 3,030.880 9,092.64 S) 56 EROSION CONTROL (TYPE C) HA 6,600.0000 270,600.00 52.294 345,140.40 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 7.000 7,000.00 58 FINISHING ROADWAY LS 50,000.0000 50,000.00 1.000 50,000.00 59 CLASS 2 AGGREGATE BASE M3 60.0000 1,998,000.00 33,299.999 1,997,999.94 60 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 2,000.00 5.000 2,000.00 61 SEAL RANDOM CRACKS LNKM 850.0000 24,650.00 29.000 24,650.00 62 SCREENINGS (MEDIUM) TONN 90.0000 20,700.00 230.000 20,700.00 63 ASPHALT CONCRETE TONN 105.0000 11,655,000.00 110,930.360 11,647,687.80 64 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 126.0000 5,607,000.00 39,729.900 5,005,967.40 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 14,000.00 333.280 23,329.60 AREA) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 930.00 116.800 1,168.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 3,700.00 411.100 4,111.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,300.00 377.400 3,774.00 69 SHOULDER RUMBLE STRIP STA 40.0000 31,200.00 590.060 23,602.40 (AC, GROUND-IN INDENTATIONS) 70 FURNISH STEEL PILING (HP 250 X 85) M 150.0000 278,100.00 1,890.960 283,644.00 71 DRIVE STEEL PILE (HP 250 X 85) EA 3,500.0000 374,500.00 107.000 374,500.00 S) 72 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 S) 73 SEAL COURSE CONCRETE M3 1,200.0000 302,400.00 89.450 107,340.00 74 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 168,000.00 112.000 168,000.00 F) 75 STRUCTURAL CONCRETE, BRIDGE M3 1,700.0000 1,292,000.00 760.000 1,292,000.00 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 75,600.00 63.000 75,600.00 F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 CONCRETE (RETAINING WALL) M3 1,700.0000 83,980.00 49.400 83,980.00 F) 78 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 208,400.00 216.580 216,580.00 F) 79 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 8,000.0000 5,600.00 0.700 5,600.00 F) 80 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 176,720.00 220.900 176,720.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 3,200.0000 233,600.00 74.890 239,648.00 F) 82 MINOR CONCRETE (BACKFILL) M3 250.0000 87,500.00 350.000 87,500.00 83 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,100.0000 39,600.00 36.000 39,600.00 S) 84 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 290,025.00 116,010.000 290,025.00 SF) 85 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 3,808.00 1,904.000 3,808.00 SF) 86 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 84,318.00 42,159.000 84,318.00 SF) 87 BAR REINFORCING STEEL (WING WALLS) KG 2.0000 17,844.00 10,679.000 21,358.00 SF) 88 METAL CATTLE GUARD (4.3 M) EA 12,000.0000 204,000.00 11.000 132,000.00 89 METAL CATTLE GUARD (6.1 M) EA 15,000.0000 30,000.00 1.000 15,000.00 90 METAL CATTLE GUARD (7.2 M) EA 17,000.0000 51,000.00 0.000 0.00 91 METAL CATTLE GUARD (8.5 M) EA 18,000.0000 54,000.00 0.000 0.00 92 METAL CATTLE GUARD (12.2 M) EA 24,000.0000 24,000.00 0.000 0.00 93 FURNISH LAMINATED PANEL SIGN M2 200.0000 1,200.00 6.000 1,200.00 (25.4 MM-TYPE B) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 17,600.00 167.120 18,383.20 (1.6 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 20,400.00 170.000 20,400.00 (2.0 MM-UNFRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 350.00 2.500 350.00 (1.6 MM-FRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 3,900.00 26.000 3,900.00 (2.0 MM-FRAMED) 98 ROADSIDE SIGN (TURNABLE METAL POST) EA 4,500.0000 18,000.00 4.000 18,000.00 99 ROADSIDE SIGN - ONE POST EA 300.0000 48,000.00 160.000 48,000.00 00 ROADSIDE SIGN - TWO POST EA 650.0000 9,100.00 14.000 9,100.00 01 ROADSIDE SIGN - ONE SQUARE METAL POST EA 325.0000 22,425.00 83.000 26,975.00 02 ROADSIDE SIGN - TWO SQUARE METAL POST EA 650.0000 1,300.00 2.000 1,300.00 03 INSTALL SIGN PANEL ON EXISTING FRAME EA 600.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAINT CURB (2-COAT) M 3.0000 4,980.00 2,462.800 7,388.40 05 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 6,510.00 29.000 6,090.00 06 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 332,200.00 1,555.500 342,210.00 07 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 195,500.00 824.430 189,618.90 08 750 MM ALTERNATIVE PIPE CULVERT M 310.0000 102,300.00 326.800 101,308.00 09 1200 MM ALTERNATIVE PIPE CULVERT M 580.0000 49,300.00 84.500 49,010.00 10 1650 MM ALTERNATIVE PIPE CULVERT M 480.0000 67,200.00 139.000 66,720.00 11 600 MM CORRUGATED STEEL PIPE M 250.0000 23,000.00 93.000 23,250.00 (2.77 MM THICK) 12 700 MM X 500 MM CORRUGATED STEEL PIPE M 230.0000 151,800.00 648.780 149,219.40 ARCH (2.01 MM THICK) 13 875 MM X 600 MM CORRUGATED STEEL PIPE M 250.0000 42,500.00 165.000 41,250.00 ARCH (2.01 MM THICK) 14 1050 MM X 725 MM CORRUGATED STEEL PIPE M 270.0000 40,500.00 146.500 39,555.00 ARCH (2.01 MM THICK) 15 1600 MM X 1075 MM CORRUGATED STEEL PIPE M 450.0000 24,750.00 54.500 24,525.00 ARCH (2.77 MM THICK) 16 2075 MM X 1425 MM CORRUGATED STEEL PIPE M 780.0000 42,120.00 53.290 41,566.20 ARCH (4.27 MM THICK) 17 GEOTEXTILE FILTER FABRIC M2 2.0000 30,000.00 15,000.000 30,000.00 18 900 MM CORRUGATED STEEL PIPE INLET M 2,200.0000 11,000.00 5.240 11,528.00 (3.51 MM THICK) 19 400 MM WELDED STEEL PIPE (6.35 MM THICK) M 700.0000 77,000.00 103.000 72,100.00 20 450 MM ALTERNATIVE FLARED END SECTION EA 325.0000 5,850.00 18.000 5,850.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 375.0000 22,500.00 60.000 22,500.00 22 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,000.00 18.000 9,000.00 23 1200 MM ALTERNATIVE FLARED END SECTION EA 1,150.0000 2,300.00 2.000 2,300.00 24 1600 MM X 1075 MM STEEL FLARED END PIPE EA 1,250.0000 5,000.00 4.000 5,000.00 ARCH SECTION 25 700 MM X 500 MM STEEL FLARED END EA 350.0000 16,800.00 48.000 16,800.00 PIPE ARCH SECTION 26 875 MM X 600 MM STEEL FLARED END EA 450.0000 5,400.00 12.000 5,400.00 PIPE ARCH SECTION 27 1050 MM X 725 MM STEEL FLARED END EA 575.0000 1,150.00 2.000 1,150.00 PIPE ARCH SECTION 28 600 MM SLIDE HEADGATE EA 2,500.0000 5,000.00 2.000 5,000.00 29 ROCK SLOPE PROTECTION M3 55.0000 86,900.00 1,671.200 91,916.00 (FACING, METHOD B) 30 CONCRETE (CHANNEL LINING) M3 650.0000 334,815.00 516.900 335,985.00 F) PROGRAM CAS145 PAGE 6 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION FABRIC M2 2.5000 11,025.00 4,631.200 11,578.00 32 MINOR CONCRETE (MISCELLANEOUS M3 480.0000 475,200.00 1,003.000 481,440.00 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL KG 5.0000 43,555.00 8,824.000 44,120.00 SF) 34 MISCELLANEOUS METAL KG 15.0000 2,730.00 182.000 2,730.00 SF) 35 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.2500 400,575.00 32,700.000 400,575.00 S) 36 4.3 M WIRE MESH GATE EA 1,300.0000 23,400.00 18.000 23,400.00 S) 37 5.5 M WIRE MESH GATE EA 1,650.0000 1,650.00 1.000 1,650.00 S) 38 4.9 M METAL GATE EA 1,440.0000 17,280.00 12.000 17,280.00 S) 39 5.5 METAL GATE EA 1,480.0000 5,920.00 4.000 5,920.00 S) 40 SURVEY MONUMENT (TYPE D) EA 800.0000 8,800.00 7.000 5,600.00 41 DELINEATOR (CLASS 2) EA 40.0000 29,200.00 708.000 28,320.00 42 MILEPOST MARKER EA 45.0000 2,520.00 54.000 2,430.00 43 MARKER (CULVERT) EA 42.0000 7,560.00 168.000 7,056.00 44 METAL BEAM GUARD RAILING (STEEL POST) M 112.0000 32,480.00 381.600 42,739.20 S) 45 TUBULAR HANDRAILING M 340.0000 10,200.00 30.000 10,200.00 SF) 46 CONCRETE BARRIER TRANSITION M 1,140.0000 6,840.00 6.000 6,840.00 47 CABLE RAILING M 70.0000 10,500.00 157.860 11,050.20 S) 48 TRANSITION RAILING (TYPE WB) EA 3,200.0000 12,800.00 3.000 9,600.00 S) 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 5,400.00 6.000 5,400.00 S) 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 18,600.00 7.000 21,700.00 S) 51 CONCRETE BARRIER (TYPE 732) M 320.0000 56,960.00 178.000 56,960.00 F) 52 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 15,660.00 968.820 17,438.76 S) 53 PAINT TRAFFIC STRIPE (2-COAT) M 0.2100 23,940.00 114,352.000 24,013.92 S) 54 LIGHTING LS 553,000.0000 553,000.00 1.000 553,000.00 S) 55 MODIFY TRAFFIC MONITORING STATION LS 21,300.0000 21,300.00 1.000 21,300.00 S) (COUNT) 56 RELOCATE ELECTROLIER EA 9,000.0000 9,000.00 1.000 9,000.00 S) 57 RELOCATE FLASHING BEACON EA 5,000.0000 10,000.00 2.000 10,000.00 S) PROGRAM CAS145 PAGE 7 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FLAG POLE SLEEVE EA 60.0000 4,020.00 67.000 4,020.00 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 TREE REPLACEMENT EA 80.0000 8,000.00 120.000 9,600.00 61 ASPHALTIC EMULSION (POLYMER MODIFIED) TONN 800.0000 20,000.00 25.000 20,000.00 PROGRAM CAS145 PAGE 8 DATE 07/06/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 03:07 PM ESTIMATE NO. 31 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/16/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/06/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 34,801,017.34 ADJUSTMENT OF COMPENSATION 0.00 -1,303,485.15 EXTRA WORK 0.00 1,713,086.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 35,210,618.24 62 MOBILIZATION LS 3530,395.0000 3,530,395.00 1.000 3,530,395.00 ORIGINAL CONTRACT AMOUNT 39,246,180.00 TOTAL WORK COMPLETED 0.00 38,741,013.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 38,741,013.24 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/09/08 420 09/02/08 09/02/08 11/16/10 433 116 13 0 100% 100% KURT WEIERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/06/11