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 07/21/09 EST. NO.11 TIME 06:50 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 --------------------------------------------------------------------------- 001 0019 244.78 E.W. @ F.A.(+) 051509 N 0019 0 0020 734.90 060409 N 0020 0 008 0001 132,039.58 E.W. @ U.P (+) 061909 N 1 0 0002 180,685.90 E.W. @ L.S.(+) 061909 N 2 0 011 0001 35,581.70 E.W. @ L.S.(+) 061909 N 1 0 018 0005 2,263.80 E.W. @ F.A.(+) 042709 N 0005 0 0007 1,748.46 051309 N 0007 0 0008 1,485.46 051409 N 0008 0 0009 1,149.66 052109 N 0009 0 0010 1,090.34 052209 N 0010 0 0011 1,187.27 060309 N 0011 0 0012 723.17 052809 N 0012 0 0013 1,423.65 052909 N 0013 0 0014 1,232.29 050409 N 0014 0 0015 1,081.78 060909 N 0015 0 0016 1,244.23 061209 N 0016 0 0017 351.54 062309 N 0017 0 0018 935.79 062409 N 0018 0 022 0001 8,414.27 E.W. @ F.A.(+) 062209 N 0001 0 0002 4,936.22 062309 N 0002 0 0003 7,023.06 062409 N 0003 0 0004 143.83 062609 N 0004 0 0005 1,669.41 041709 N 0005 0 023 0001 1,000.00 E.W. @ L.S.(+) 062909 N 1 0 025 0001 122.39 E.W. @ F.A.(+) 042709 N 0001 0 0002 122.39 042909 N 0002 0 0003 122.39 043009 N 0003 0 0006 944.44 043009 N 0006 0 0007 3,101.08 051509 N 0007 0 0008 1,783.53 062409 N 0008 0 0009 123.95 062409 N 0009 0 0010 139.00 061709 N 0010 0 027 0002 904.67 E.W. @ F.A.(+) 050609 N 0002 0 0003 1,942.67 051209 N 0004 0 0004 3,261.10 051509 N 0004A0 0005 9,894.13 051409 N 0005 0 0006 10,825.28 050509 N 0006 0 0007 152.99 050709 N 0007 0 0008 3,351.58 051309 N 0008 0 0009 6,244.35 041309 N 0009 0 0010 244.79 050809 N 0010 0 0011 3,945.40 033009 N 0011 0 0012 3,857.67 042709 N 0012 0 028 0001 10,000.00 E.W. @ L.S.(+) 061909 N 1 0 029 0001 226.59 E.W. @ F.A.(+) 070109 N 0001 0 0002 146.58 070209 N 0002 0 0003 930.19 062409 N 0004 0 0004 925.52 062509 N 0003 0 030 0001 1,012.30 E.W. @ F.A.(+) 062409 N 0001 0 0002 2,050.67 070109 N 0002 0 0003 1,714.49 070209 N 0003 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/21/09 EST. NO.11 TIME 06:50 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 --------------------------------------------------------------------------- 0004 331.24 062409 N 0004 0 0005 381.76 062609 N 0005 0 457,194.23 TOTAL THIS ESTIMATE 280,202.41 TOTAL PREVIOUS ESTIMATE 737,396.64 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 07/21/09 EST. NO.11 TIME 06:50 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 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 0.250 1,750.00 0.500 3,500.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,050,000.00 21.000 52,500.00 202.500 506,250.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 7,350.00 396.000 5,940.00 04 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 0.062 5,580.00 0.474 42,660.00 05 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.750 375.00 S) PREVENTION PLAN 06 TEMPORARY AQUEDUCT DIVERSION SYSTEM LS 500,000.0000 500,000.00 0.000 0.00 07 TEMPORARY CREEK DIVERSION SYSTEM EA 70,000.0000 210,000.00 2.070 144,900.00 08 TEMPORARY SILT FENCE M 20.0000 8,800.00 433.000 8,660.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 23,000.00 3.000 1,500.00 19.000 9,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 40,000.00 4.000 32,000.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 10,000.00 8.000 1,600.00 12 STREET SWEEPING LS 200,000.0000 200,000.00 0.100 20,000.00 0.474 94,800.00 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 0.025 500.00 0.590 11,800.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.062 12,400.00 0.474 94,800.00 S) 16 TYPE III BARRICADE EA 110.0000 31,900.00 114.000 12,540.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.5000 4,875.00 78.900 986.25 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.2500 18,925.00 9,411.000 2,352.75 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 92,700.00 373.000 11,190.00 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 0.062 2,604.00 0.474 19,908.00 S) 22 TEMPORARY RAILING (TYPE K) M 150.0000 16,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 24 ABANDON CULVERT EA 1,000.0000 5,000.00 0.000 0.00 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 20,432.000 112,376.00 S) 28 REMOVE GATE EA 290.0000 2,900.00 0.000 0.00 S) 29 REMOVE METAL CATTLE GUARD EA 840.0000 10,920.00 5.000 4,200.00 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 0.000 0.00 S) 32 REMOVE TRAFFIC STRIPE M 0.7000 11,060.00 4,819.000 3,373.30 S) 33 REMOVE PAVEMENT MARKING M2 21.5000 3,225.00 94.200 2,025.30 S) 34 REMOVE ROADSIDE SIGN EA 60.0000 13,200.00 0.000 0.00 35 REMOVE CONCRETE PIPE M 25.0000 2,750.00 110.000 2,750.00 36 REMOVE INLET EA 300.0000 5,400.00 2.000 600.00 37 REMOVE HEADWALL EA 500.0000 9,500.00 6.000 3,000.00 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 0.000 0.00 42 ADJUST WATER METER BOX TO GRADE EA 300.0000 3,900.00 0.000 0.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 262,000.00 0.000 0.00 S) 44 REMOVE CONCRETE M3 160.0000 57,600.00 218.590 34,974.40 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 0.025 1,000.00 0.590 23,600.00 47 ROADWAY EXCAVATION M3 14.0000 3,234,000.00 896.520 12,551.28 198,545.800 2,779,641.20 48 BLADED DIRT ROAD M 6.0000 17,700.00 801.000 4,806.00 49 STRUCTURE EXCAVATION (TYPE A) M3 40.0000 35,200.00 880.000 35,200.00 F) PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 69,200.00 605.000 48,400.00 F) 51 SAND BACKFILL M3 350.0000 9,100.00 0.000 0.00 52 DITCH EXCAVATION M3 10.0000 7,400.00 36.970 369.70 53 IMPORTED BORROW M3 12.0000 1,224,000.00 2,770.000 33,240.00 29,875.320 358,503.84 54 DUFF HA 6,300.0000 258,300.00 23.200 146,160.00 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 0.000 0.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 0.000 0.00 58 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 59 CLASS 2 AGGREGATE BASE M3 60.0000 1,998,000.00 124.370 7,462.20 22,609.260 1,356,555.60 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 0.000 0.00 62 SCREENINGS (MEDIUM) TONN 90.0000 20,700.00 0.000 0.00 63 ASPHALT CONCRETE TONN 105.0000 11,655,000.00 20,347.940 2,136,533.70 21,798.220 2,288,813.10 64 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 126.0000 5,607,000.00 0.000 0.00 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 14,000.00 0.000 0.00 AREA) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 930.00 0.000 0.00 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 0.000 0.00 69 SHOULDER RUMBLE STRIP STA 40.0000 31,200.00 0.000 0.00 (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 0.000 0.00 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 80.000 136,000.00 722.000 1,227,400.00 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 75,600.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.930 37,281.00 F) 78 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 208,400.00 49.120 49,120.00 63.760 63,760.00 F) 79 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 8,000.0000 5,600.00 0.000 0.00 F) 80 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 176,720.00 53.000 42,400.00 88.000 70,400.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 3,200.0000 233,600.00 7.110 22,752.00 36.670 117,344.00 F) 82 MINOR CONCRETE (BACKFILL) M3 250.0000 87,500.00 4.250 1,062.50 268.270 67,067.50 83 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,100.0000 39,600.00 3.600 3,960.00 S) 84 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 290,025.00 10,640.000 26,600.00 110,871.000 277,177.50 SF) 85 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 3,808.00 862.000 1,724.00 SF) 86 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 84,318.00 10,204.000 20,408.00 15,474.000 30,948.00 SF) 87 BAR REINFORCING STEEL (WING WALLS) KG 2.0000 17,844.00 2,326.000 4,652.00 3,132.000 6,264.00 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 0.000 0.00 (1.6 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 20,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 350.00 0.000 0.00 (1.6 MM-FRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 3,900.00 0.000 0.00 (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 0.000 0.00 00 ROADSIDE SIGN - TWO POST EA 650.0000 9,100.00 0.000 0.00 01 ROADSIDE SIGN - ONE SQUARE METAL POST EA 325.0000 22,425.00 0.000 0.00 02 ROADSIDE SIGN - TWO SQUARE METAL POST EA 650.0000 1,300.00 0.000 0.00 03 INSTALL SIGN PANEL ON EXISTING FRAME EA 600.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 1,218.300 268,026.00 07 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 195,500.00 17.400 4,002.00 458.200 105,386.00 08 750 MM ALTERNATIVE PIPE CULVERT M 310.0000 102,300.00 78.500 24,335.00 219.200 67,952.00 09 1200 MM ALTERNATIVE PIPE CULVERT M 580.0000 49,300.00 0.000 0.00 10 1650 MM ALTERNATIVE PIPE CULVERT M 480.0000 67,200.00 70.000 33,600.00 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 151,800.00 397.500 91,425.00 ARCH (2.01 MM THICK) 13 875 MM X 600 MM CORRUGATED STEEL PIPE M 250.0000 42,500.00 127.000 31,750.00 ARCH (2.01 MM THICK) 14 1050 MM X 725 MM CORRUGATED STEEL PIPE M 270.0000 40,500.00 22.300 6,021.00 86.500 23,355.00 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 26.500 20,670.00 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 1.410 3,102.00 (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 11.000 3,575.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 375.0000 22,500.00 13.000 4,875.00 22 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,000.00 2.000 1,000.00 23 1200 MM ALTERNATIVE FLARED END SECTION EA 1,150.0000 2,300.00 0.000 0.00 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 26.000 9,100.00 PIPE ARCH SECTION 26 875 MM X 600 MM STEEL FLARED END EA 450.0000 5,400.00 10.000 4,500.00 PIPE ARCH SECTION 27 1050 MM X 725 MM STEEL FLARED END EA 575.0000 1,150.00 0.000 0.00 PIPE ARCH SECTION 28 600 MM SLIDE HEADGATE EA 2,500.0000 5,000.00 0.000 0.00 29 ROCK SLOPE PROTECTION M3 55.0000 86,900.00 110.200 6,061.00 948.800 52,184.00 (FACING, METHOD B) 30 CONCRETE (CHANNEL LINING) M3 650.0000 334,815.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,025.00 227.150 567.88 2,533.250 6,333.13 32 MINOR CONCRETE (MISCELLANEOUS M3 480.0000 475,200.00 153.090 73,483.20 525.200 252,096.00 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL KG 5.0000 43,555.00 3,672.000 18,360.00 SF) 34 MISCELLANEOUS METAL KG 15.0000 2,730.00 181.600 2,724.00 181.600 2,724.00 SF) 35 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.2500 400,575.00 24,335.100 298,104.98 S) 36 4.3 M WIRE MESH GATE EA 1,300.0000 23,400.00 9.400 12,220.00 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 2.100 3,024.00 S) 39 5.5 METAL GATE EA 1,480.0000 5,920.00 0.000 0.00 S) 40 SURVEY MONUMENT (TYPE D) EA 800.0000 8,800.00 0.000 0.00 41 DELINEATOR (CLASS 2) EA 40.0000 29,200.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 47 CABLE RAILING M 70.0000 10,500.00 0.000 0.00 S) 48 TRANSITION RAILING (TYPE WB) EA 3,200.0000 12,800.00 0.000 0.00 S) 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 5,400.00 0.000 0.00 S) 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 18,600.00 0.000 0.00 S) 51 CONCRETE BARRIER (TYPE 732) M 320.0000 56,960.00 0.000 0.00 F) 52 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 15,660.00 0.000 0.00 S) 53 PAINT TRAFFIC STRIPE (2-COAT) M 0.2100 23,940.00 0.000 0.00 S) 54 LIGHTING LS 553,000.0000 553,000.00 0.033 18,249.00 0.559 309,127.00 S) 55 MODIFY TRAFFIC MONITORING STATION LS 21,300.0000 21,300.00 0.000 0.00 S) (COUNT) 56 RELOCATE ELECTROLIER EA 9,000.0000 9,000.00 0.000 0.00 S) 57 RELOCATE FLASHING BEACON EA 5,000.0000 10,000.00 0.514 2,570.00 S) PROGRAM CAS145 PAGE 7 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 1,080.00 32.000 1,920.00 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 TREE REPLACEMENT EA 80.0000 8,000.00 0.000 0.00 61 ASPHALTIC EMULSION (POLYMER MODIFIED) TONN 800.0000 20,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-2144U4 TIME 06:50 AM ESTIMATE NO. 11 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 07/20/09 R.E. NAME: KURT WEIERMAN DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,727,138.76 13,032,179.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 457,194.23 737,396.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,184,332.99 13,769,576.19 62 MOBILIZATION LS 3530,395.0000 3,530,395.00 0.950 3,353,875.25 ORIGINAL CONTRACT AMOUNT 39,246,180.00 TOTAL WORK COMPLETED 3,184,332.99 17,123,451.44 MATERIALS ON HAND ON SITE 39,740.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,184,332.99 17,163,191.84 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 06/10/10 199 20 0 0 43% 47% PROGRESS IS SATISFACTORY CCO KURT WEIERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/09