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 04/21/10 EST. NO.20 TIME 08:16 AM 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 --------------------------------------------------------------------------- 017 0001 9,616.00 A.C. @ L.S.(+) 032910 N 1 0 020 0020 3,742.34 E.W. @ F.A.(+) 021210 N 0020 0 022 0009 6,219.16 E.W. @ F.A.(+) 030410 N 0009 0 19,577.50 TOTAL THIS ESTIMATE 1,224,038.11 TOTAL PREVIOUS ESTIMATE 1,243,615.61 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 04/21/10 EST. NO.20 TIME 08:16 AM R.E. NAME: KURT WEIERMAN 09-2144U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 LOCATION PROGRESS 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 0.750 5,250.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,050,000.00 306.500 766,250.00 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 0.757 68,130.00 05 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.797 398.50 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 0.430 30,100.00 2.500 175,000.00 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 38.000 19,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 40,000.00 5.000 40,000.00 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 0.009 1,800.00 0.674 134,800.00 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 0.703 14,060.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.009 1,800.00 0.721 144,200.00 S) 16 TYPE III BARRICADE EA 110.0000 31,900.00 175.000 19,250.00 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 92,700.00 911.000 27,330.00 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 0.009 378.00 0.721 30,282.00 S) 22 TEMPORARY RAILING (TYPE K) M 150.0000 16,500.00 66.000 9,900.00 PROGRAM CAS145 PAGE 2 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,300.00 593.000 2,965.00 27 REMOVE FENCE (TYPE BW) M 5.5000 127,050.00 23,100.000 127,050.00 S) 28 REMOVE GATE EA 290.0000 2,900.00 3.000 870.00 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 0.000 0.00 31 REMOVE METAL BEAM GUARD RAILING M 28.0000 7,840.00 130.000 3,640.00 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 2.000 120.00 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 1.000 500.00 8.000 4,000.00 38 REMOVE DELINEATOR EA 45.0000 12,600.00 0.000 0.00 39 RESET MAILBOX EA 300.0000 300.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 100.0000 7,700.00 1.000 100.00 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 8,761.000 17,522.00 18,049.000 36,098.00 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 0.004 160.00 0.668 26,720.00 47 ROADWAY EXCAVATION M3 14.0000 3,234,000.00 212,836.760 2,979,714.64 48 BLADED DIRT ROAD M 6.0000 17,700.00 1,140.000 6,840.00 49 STRUCTURE EXCAVATION (TYPE A) M3 40.0000 35,200.00 880.000 35,200.00 F) PROGRAM CAS145 PAGE 3 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 69,200.00 822.000 65,760.00 F) 51 SAND BACKFILL M3 350.0000 9,100.00 26.000 9,100.00 52 DITCH EXCAVATION M3 10.0000 7,400.00 119.070 1,190.70 53 IMPORTED BORROW M3 12.0000 1,224,000.00 96,900.000 1,162,800.00 54 DUFF HA 6,300.0000 258,300.00 41.000 258,300.00 55 EROSION CONTROL (BLANKET) M2 3.0000 26,400.00 0.000 0.00 S) 56 EROSION CONTROL (TYPE C) HA 6,600.0000 270,600.00 4.050 26,730.00 38.650 255,090.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 1.000 1,000.00 3.000 3,000.00 58 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 59 CLASS 2 AGGREGATE BASE M3 60.0000 1,998,000.00 32,816.800 1,969,008.00 60 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 2,000.00 0.000 0.00 61 SEAL RANDOM CRACKS LNKM 850.0000 24,650.00 1.898 1,613.30 1.898 1,613.30 62 SCREENINGS (MEDIUM) TONN 90.0000 20,700.00 0.000 0.00 63 ASPHALT CONCRETE TONN 105.0000 11,655,000.00 2,379.900 249,889.50 90,531.430 9,505,800.15 64 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 126.0000 5,607,000.00 15,677.600 1,975,377.60 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 14,000.00 180.000 12,600.00 AREA) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 930.00 98.600 986.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 3,700.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,300.00 99.500 995.00 69 SHOULDER RUMBLE STRIP STA 40.0000 31,200.00 227.370 9,094.80 (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 1,292,000.00 751.000 1,276,700.00 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 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 208,400.00 152.440 152,440.00 F) 79 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 8,000.0000 5,600.00 0.680 5,440.00 F) 80 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 176,720.00 120.000 96,000.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 3,200.0000 233,600.00 63.750 204,000.00 F) 82 MINOR CONCRETE (BACKFILL) M3 250.0000 87,500.00 302.970 75,742.50 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 290,025.00 110,871.000 277,177.50 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 21,751.000 43,502.00 SF) 87 BAR REINFORCING STEEL (WING WALLS) KG 2.0000 17,844.00 6,931.000 13,862.00 SF) 88 METAL CATTLE GUARD (4.3 M) EA 12,000.0000 204,000.00 6.700 80,400.00 89 METAL CATTLE GUARD (6.1 M) EA 15,000.0000 30,000.00 0.900 13,500.00 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 0.000 0.00 (25.4 MM-TYPE B) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 17,600.00 84.770 9,324.70 (1.6 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 20,400.00 65.600 7,872.00 (2.0 MM-UNFRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 350.00 1.210 169.40 (1.6 MM-FRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 3,900.00 6.580 987.00 (2.0 MM-FRAMED) 98 ROADSIDE SIGN (TURNABLE METAL POST) EA 4,500.0000 18,000.00 0.000 0.00 99 ROADSIDE SIGN - ONE POST EA 300.0000 48,000.00 65.000 19,500.00 00 ROADSIDE SIGN - TWO POST EA 650.0000 9,100.00 3.000 1,950.00 01 ROADSIDE SIGN - ONE SQUARE METAL POST EA 325.0000 22,425.00 66.000 21,450.00 02 ROADSIDE SIGN - TWO SQUARE METAL POST EA 650.0000 1,300.00 1.000 650.00 03 INSTALL SIGN PANEL ON EXISTING FRAME EA 600.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,632.800 4,898.40 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 1,410.500 310,310.00 07 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 195,500.00 27.100 6,233.00 753.900 173,397.00 08 750 MM ALTERNATIVE PIPE CULVERT M 310.0000 102,300.00 18.450 5,719.50 313.850 97,293.50 09 1200 MM ALTERNATIVE PIPE CULVERT M 580.0000 49,300.00 6.100 3,538.00 51.100 29,638.00 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 30.700 7,061.00 586.200 134,826.00 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 13.750 10,725.00 40.250 31,395.00 ARCH (4.27 MM THICK) 17 GEOTEXTILE FILTER FABRIC M2 2.0000 30,000.00 13,200.000 26,400.00 18 900 MM CORRUGATED STEEL PIPE INLET M 2,200.0000 11,000.00 2.820 6,204.00 (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 12.000 3,900.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 375.0000 22,500.00 1.000 375.00 34.000 12,750.00 22 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,000.00 9.000 4,500.00 23 1200 MM ALTERNATIVE FLARED END SECTION EA 1,150.0000 2,300.00 1.000 1,150.00 24 1600 MM X 1075 MM STEEL FLARED END PIPE EA 1,250.0000 5,000.00 0.000 0.00 ARCH SECTION 25 700 MM X 500 MM STEEL FLARED END EA 350.0000 16,800.00 1.000 350.00 39.000 13,650.00 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 1,030.500 56,677.50 (FACING, METHOD B) 30 CONCRETE (CHANNEL LINING) M3 650.0000 334,815.00 515.100 334,815.00 F) PROGRAM CAS145 PAGE 6 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,669.450 6,673.63 32 MINOR CONCRETE (MISCELLANEOUS M3 480.0000 475,200.00 990.000 475,200.00 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL KG 5.0000 43,555.00 8,604.000 43,020.00 SF) 34 MISCELLANEOUS METAL KG 15.0000 2,730.00 181.600 2,724.00 SF) 35 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.2500 400,575.00 31,700.000 388,325.00 S) 36 4.3 M WIRE MESH GATE EA 1,300.0000 23,400.00 14.000 18,200.00 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 9.000 12,960.00 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 29,200.00 265.000 10,600.00 42 MILEPOST MARKER EA 45.0000 2,520.00 0.000 0.00 43 MARKER (CULVERT) EA 42.0000 7,560.00 0.000 0.00 44 METAL BEAM GUARD RAILING (STEEL POST) M 112.0000 32,480.00 136.800 15,321.60 S) 45 TUBULAR HANDRAILING M 340.0000 10,200.00 0.000 0.00 SF) 46 CONCRETE BARRIER TRANSITION M 1,140.0000 6,840.00 2.740 3,123.60 47 CABLE RAILING M 70.0000 10,500.00 113.700 7,959.00 S) 48 TRANSITION RAILING (TYPE WB) EA 3,200.0000 12,800.00 4.000 12,800.00 S) 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 5,400.00 3.000 2,700.00 S) 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 18,600.00 3.000 9,300.00 S) 51 CONCRETE BARRIER (TYPE 732) M 320.0000 56,960.00 170.000 54,400.00 F) 52 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 15,660.00 455.050 8,190.90 S) 53 PAINT TRAFFIC STRIPE (2-COAT) M 0.2100 23,940.00 42,805.000 8,989.05 S) 54 LIGHTING LS 553,000.0000 553,000.00 0.980 541,940.00 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 0.900 8,100.00 S) 57 RELOCATE FLASHING BEACON EA 5,000.0000 10,000.00 2.000 10,000.00 S) PROGRAM CAS145 PAGE 7 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 08:16 AM ESTIMATE NO. 20 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 10/20/10 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 365,494.30 27,394,149.15 ADJUSTMENT OF COMPENSATION 9,616.00 9,616.00 EXTRA WORK 9,961.50 1,233,999.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 385,071.80 28,637,764.76 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 385,071.80 32,168,159.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 385,071.80 32,168,159.76 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 07/09/08 420 09/02/08 09/02/08 10/01/10 304 99 0 0 81% 72% PROGRESS IS SATISFACTORY CCO KURT WEIERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/10