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 11/23/10 EST. NO.13 TIME 09:03 AM R.E. NAME: LINDQUIST, KARL 12-0G0404 --------------------------------------------------------------------------- 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 0146 1,106.92 E.W. @ F.A.(+) 061010 N 0398.0 0147 3,831.82 062510 N 0414.0 0148 502.82 072210 N 0415.0 0150 88.50 073010 N 0417.0 0151 88.50 080410 N 0419.0 0157 3,521.76 071610 N 0425.0 0163 136.82 072210 N 0431.0 0165 1,372.36 122809 N 0665.0 0166 1,372.36 010410 N 0666.0 0167 1,372.36 011110 N 0667.0 0169 1,702.36 012510 N 0669.0 0172 267.94 073010 N 0418.0 0174 650.86 070710 N 0673.0 0175 7,065.21 071310 N 0674.0 0181 977.98 081810 N 0681.0 0182 1,035.80 081910 N 0682.0 0183 281.93 083010 N 0684.0 0191 543.49 091610 N 0692.0 0192 280.72 091710 N 0693.0 0193 3,484.69 092810 N 0694.0 0194 2,908.10 093010 N 0695.0 0196 7,589.68 100210 N 0761.0 023 0013 1,468.06 E.W. @ F.A.(+) 061110 N 0357.0 0014 5,602.42 062110 N 0358.0 0015 509.58 070810 N 0412.0 038 0001 150.47 E.W. @ F.A.(+) 092210 N 0708.0 0002 44.44 092010 N 0709.0 47,957.95 TOTAL THIS ESTIMATE 581,842.27 TOTAL PREVIOUS ESTIMATE 629,800.22 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 11/23/10 EST. NO.13 TIME 09:03 AM R.E. NAME: LINDQUIST, KARL 12-0G0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RSTKNG CHGS@ $710X2 -1,420.00 03 RSTAKNG CHGS(8X$355) -2,840.00 05 RSTKNG CHGE @ $355X6 -2,130.00 10 RSTKNG CHGE @$355X1 -355.00 11 0.00 -6,745.00 LABOR COMPLIANCE VIOLATION DELINQ PAYROLL -2,000.00 12 DELINQ PAYROLL 2,000.00 13 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 -6,745.00 PROGRAM CAS145 PAGE 1 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 LOCATION PROGRESS ESTIMATE 12-ORA-91-15.9/18.9 ----------------- BRUTOCO ENGINEERING AND IN ORANGE AND RIVERSIDE CO IN CONSTRUCTION, INC. ANAHEIM AND YORBA LINDA NEAR CORONA P O BOX 310189 FROM 1.0 MI EAST OF ROUTE 91/241 FONTANA CA 92331 SEPARATION AND VARIOUS LOCATIONS FED. AID NO. ARRA-P091(127)E ,L-P091(127)E WIDEN 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 10,000.0000 10,000.00 0.015 150.00 0.990 9,900.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 5.000 1,250.00 03 TIME-RELATED OVERHEAD LS 730,000.0000 730,000.00 0.015 10,950.00 0.990 722,700.00 04 TEMPORARY FENCE (TYPE CL-6) LF 7.3000 4,380.00 626.000 4,569.80 05 TEMPORARY FENCE (TYPE ESA) LF 4.5000 76,950.00 13,686.000 61,587.00 06 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 0.015 1,125.00 0.990 74,250.00 07 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.040 400.00 0.980 9,800.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 4.0000 70,400.00 4,575.000 18,300.00 17,880.000 71,520.00 09 TEMPORARY SILT FENCE LF 3.0000 51,900.00 1,812.000 5,436.00 14,299.000 42,897.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 17,000.0000 68,000.00 5.000 85,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 8,800.00 1.000 2,200.00 6.000 13,200.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,000.00 19.000 4,750.00 82.000 20,500.00 13 STREET SWEEPING LS 27,000.0000 27,000.00 0.015 405.00 0.990 26,730.00 14 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.050 1,100.00 0.850 18,700.00 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.100 20,000.00 0.900 180,000.00 16 TYPE III BARRICADE EA 82.0000 410.00 1.000 82.00 5.000 410.00 17 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 148,350.00 562.000 12,926.00 18 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 21,780.00 504.000 11,088.00 (LEFT IN PLACE) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.100 750.00 0.900 6,750.00 20 TEMPORARY RAILING (TYPE K) LF 10.0000 332,000.00 1,160.000 11,600.00 31,520.000 315,200.00 21 TEMPORARY CRASH CUSHION MODULE EA 450.0000 90,000.00 52.000 23,400.00 214.000 96,300.00 22 TEMPORARY TRAFFIC SCREEN LF 4.0000 132,800.00 3,830.000 15,320.00 31,720.000 126,880.00 PROGRAM CAS145 PAGE 2 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHAIN LINK FENCE LF 4.0000 23,400.00 4,005.000 16,020.00 24 REMOVE METAL BEAM GUARD RAILING LF 7.5000 52,725.00 7,427.500 55,706.25 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 32,560.00 79,661.000 31,864.40 STRIPE 26 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 45,200.00 37,160.000 14,864.00 27 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 660.00 0.000 0.00 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 28,880.00 63,819.000 25,527.60 29 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 126.000 378.00 30 REMOVE PAVEMENT MARKER EA 0.9000 22,230.00 17,372.000 15,634.80 31 REMOVE CHANNELIZERS EA 3.5000 2,065.00 518.000 1,813.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 175.0000 4,550.00 20.000 3,500.00 33 REMOVE ROADSIDE SIGN EA 90.0000 360.00 3.000 270.00 (STRAP AND SADDLE BRACKET METHOD) 34 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 9.000 36,000.00 35 REMOVE PIPE LF 25.0000 20,250.00 894.000 22,350.00 36 REMOVE INLET EA 1,100.0000 5,500.00 7.000 7,700.00 37 REMOVE HEADWALL EA 1,000.0000 8,000.00 8.000 8,000.00 38 REMOVE CONCRETE PAVEMENT SQYD 18.0000 9,360.00 725.560 13,060.08 39 REMOVE DELINEATOR EA 20.0000 200.00 10.000 200.00 40 VIBRATION MONITORING LS 7,500.0000 7,500.00 1.000 7,500.00 41 ADJUST INLET EA 1,300.0000 3,900.00 1.000 1,300.00 42 REMOVE CONCRETE CURB LF 2.5000 700.00 302.000 755.00 43 REMOVE CONCRETE (CHANNEL) LF 11.0000 462.00 55.000 605.00 44 REMOVE CONCRETE BARRIER LF 16.0000 10,240.00 638.000 10,208.00 45 REMOVE TRANSITION STRUCTURE EA 18,000.0000 18,000.00 1.000 18,000.00 46 CAP INLET EA 1,400.0000 2,800.00 3.000 4,200.00 47 REMOVE BOX CULVERT LF 250.0000 11,500.00 46.000 11,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 3 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000.00 53 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 54 ROADWAY EXCAVATION CY 20.0000 974,000.00 6,059.940 121,198.80 99,200.610 1,984,012.20 55 ROADWAY EXCAVATION (TYPE Z-2) CY 84.0000 1,226,400.00 -181.000 -15,204.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 56 ROADWAY EXCAVATION (TYPE Y-1) CY 7.0000 180,600.00 -5,948.650 -41,640.55 10,555.350 73,887.45 (AERIALLY DEPOSITED LEAD) 57 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 111,200.00 67.910 543.28 5,093.910 40,751.28 (AERIALLY DEPOSITED LEAD) 58 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 59 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 60 STRUCTURE EXCAVATION (BRIDGE) CY 240.0000 126,000.00 995.000 238,800.00 F) 61 STRUCTURE EXCAVATION (TYPE D) CY 175.0000 37,625.00 295.000 51,625.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 233,040.00 2,732.000 218,560.00 F) 63 STRUCTURE EXCAVATION (TYPE Z-2) CY 20.0000 119,900.00 245.000 4,900.00 F) (AERIALLY DEPOSITED LEAD) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 17.0000 138,465.00 224.000 3,808.00 8,369.000 142,273.00 F) 65 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 29,725.00 1,243.000 31,075.00 F) (AERIALLY DEPOSITED LEAD) 66 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.0000 71,459.00 3,866.000 73,454.00 F) (AERIALLY DEPOSITED LEAD) 67 STRUCTURE BACKFILL (BRIDGE) CY 38.0000 67,260.00 1,770.000 67,260.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) CY 33.0000 413,820.00 -306.000 -10,098.00 12,581.000 415,173.00 F) 69 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 40,000.00 259.000 25,900.00 659.000 65,900.00 F) 70 DITCH EXCAVATION CY 9.0000 1,134.00 14.000 126.00 126.000 1,134.00 71 SOIL NAIL ASSEMBLY LF 18.0000 2,544,840.00 2,295.000 41,310.00 146,990.000 2,645,820.00 72 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.661 66,100.00 73 ROCK BLANKET SQYD 72.0000 55,440.00 462.000 33,264.00 462.000 33,264.00 74 EROSION CONTROL (TYPE D) SQYD 1.4500 115,420.00 30,178.000 43,758.10 70,108.000 101,656.60 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 3,150.00 3.000 1,575.00 6.000 3,150.00 76 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.080 1,200.00 0.570 8,550.00 PROGRAM CAS145 PAGE 4 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 1.000 9,000.00 1.000 9,000.00 78 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.752 12,032.00 79 EXTEND 12" CONDUIT LF 380.0000 7,600.00 20.000 7,600.00 20.000 7,600.00 80 CLASS 2 AGGREGATE SUBBASE CY 16.0000 368,000.00 260.340 4,165.44 20,760.700 332,171.20 81 CLASS 2 AGGREGATE BASE CY 30.0000 57,300.00 1,075.300 32,259.00 1,998.300 59,949.00 82 AGGREGATE BASE (APPROACH SLAB) CY 280.0000 5,320.00 9.000 2,520.00 19.000 5,320.00 83 LEAN CONCRETE BASE CY 120.0000 1,692,000.00 664.600 79,752.00 13,258.000 1,590,960.00 84 HOT MIX ASPHALT (TYPE A) TON 75.0000 429,000.00 2,739.050 205,428.75 5,655.450 424,158.75 85 DATA CORE LS 3,800.0000 3,800.00 0.000 0.00 86 PLACE HOT MIX ASPHALT DIKE LF 2.0000 500.00 335.000 670.00 (TYPE C MODIFIED) 87 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,740.00 2,345.000 4,690.00 5,015.000 10,030.00 (TYPE E MODIFIED) 88 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,380.00 4,146.000 8,292.00 5,362.000 10,724.00 (TYPE F MODIFIED) 89 PLACE HOT MIX ASPHALT SQYD 30.0000 4,200.00 0.000 0.00 (MISCELLANEOUS AREA) 90 TACK COAT TON 1,300.0000 2,600.00 2.750 3,575.00 3.480 4,524.00 91 CONCRETE PAVEMENT CY 150.0000 4,470,000.00 25,218.000 3,782,700.00 92 SEAL PAVEMENT JOINT LF 1.5000 154,500.00 15,011.900 22,517.85 93 SEAL LONGITUDINAL ISOLATION JOINT LF 3.0000 65,100.00 5,262.000 15,786.00 94 GRIND EXISTING CONCRETE SQYD 6.0000 43,320.00 4,906.000 29,436.00 PAVEMENT 95 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 205.0000 66,010.00 322.000 66,010.00 96 FURNISH PILING (CLASS 90) LF 11.5000 20,090.50 1,747.000 20,090.50 (ALTERNATIVE X) 97 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 2,900.0000 92,800.00 32.000 92,800.00 98 FURNISH PILING (CLASS 140) LF 11.5000 13,432.00 1,168.000 13,432.00 (ALTERNATIVE V) 99 DRIVE PILE (CLASS 140) EA 3,000.0000 60,000.00 21.000 63,000.00 (ALTERNATIVE V) 00 FURNISH PILING (CLASS 140) LF 11.5000 21,401.50 1,875.500 21,568.25 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 140) EA 2,900.0000 121,800.00 42.000 121,800.00 (ALTERNATIVE X) 02 FURNISH PILING (CLASS 200) LF 17.0000 43,350.00 2,550.000 43,350.00 (ALTERNATIVE X) 03 DRIVE PILE (CLASS 200) EA 2,700.0000 194,400.00 72.000 194,400.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 5 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (CLASS 140) LF 17.0000 8,296.00 488.000 8,296.00 (ALTERNATIVE W MODIFIED) 05 DRIVE PILE (CLASS 140) EA 2,700.0000 54,000.00 20.000 54,000.00 (ALTERNATIVE W MODIFIED) 06 FURNISH PILING (CLASS 200) LF 17.0000 35,700.00 2,100.000 35,700.00 (ALTERNATIVE W MODIFIED) 07 DRIVE PILE (CLASS 200) EA 2,700.0000 129,600.00 48.000 129,600.00 (ALTERNATIVE W MODIFIED) 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 09 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 121,250.00 485.000 121,250.00 F) 10 STRUCTURAL CONCRETE, BRIDGE CY 635.0000 2,422,525.00 3,756.000 2,385,060.00 F) 11 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 1,670,000.00 -122.000 -48,800.00 4,096.000 1,638,400.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 182,000.00 280.000 182,000.00 F) (TYPE N) 13 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 98,820.00 90.000 48,600.00 183.300 98,982.00 (TYPE R) 14 CLASS I CONCRETE (MINOR STRUCTURE) CY 1,500.0000 69,000.00 46.000 69,000.00 F) 15 CLASS I CONCRETE (BOX CULVERT) CY 650.0000 123,500.00 190.000 123,500.00 F) 16 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 182,400.00 5.140 4,883.00 192.000 182,400.00 F) 17 MINOR CONCRETE (BACKFILL) CY 130.0000 4,810.00 37.000 4,810.00 F) 18 PAVING NOTCH EXTENSION CY 2,400.0000 19,200.00 8.000 19,200.00 F) 19 ARCHITECTURAL TREATMENT SQFT 7.5000 275,062.50 -835.000 -6,262.50 36,214.000 271,605.00 F) (FORMED ROCK TEXTURE) 20 ARCHITECTURAL TREATMENT (RIP-OUT) SQFT 0.7000 875.00 1,250.000 875.00 F) 21 ARCHITECTURAL TREATMENT SQFT 4.2000 206,808.00 26,447.000 111,077.40 75,687.000 317,885.40 F) (TEXTURED SHOTCRETE) 22 FRACTURED RIB TEXTURE SQFT 7.0000 17,990.00 2,570.000 17,990.00 F) 23 DRILL AND BOND DOWEL LF 24.0000 13,920.00 582.000 13,968.00 24 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 70,000.00 2.000 70,000.00 BULB-TEE GIRDER (120'-130') 25 ERECT PRECAST PRESTRESSED CONCRETE EA 11,000.0000 22,000.00 2.000 22,000.00 GIRDER 26 JOINT SEAL (MR 1") LF 73.0000 14,235.00 140.000 10,220.00 195.000 14,235.00 27 JOINT SEAL (MR 1 1/2") LF 48.0000 20,160.00 180.000 8,640.00 180.000 8,640.00 28 JOINT SEAL (MR 2") LF 82.0000 4,920.00 0.000 0.00 29 BAR REINFORCING STEEL LB 0.7000 233,660.00 8,200.000 5,740.00 259,352.000 181,546.40 F) 30 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 798,850.00 1,218,134.000 791,787.10 F) PROGRAM CAS145 PAGE 6 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 444,742.50 -9,258.000 -6,943.50 467,219.000 350,414.25 F) 32 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 31,200.00 610.000 976.00 20,110.000 32,176.00 F) 33 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 38,958.00 51,944.000 38,958.00 F) 34 SHOTCRETE CY 600.0000 1,935,000.00 312.000 187,200.00 3,537.000 2,122,200.00 F) 35 FURNISH SIGN STRUCTURE (TRUSS) LB 1.0000 136,686.00 79,968.000 79,968.00 151,473.000 151,473.00 F) 36 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 68,343.00 79,968.000 39,984.00 151,473.000 75,736.50 F) 37 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 14.0000 19,180.00 1,226.600 17,172.40 1,226.600 17,172.40 38 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 13.0000 1,014.00 78.000 1,014.00 78.000 1,014.00 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,890.00 94.200 659.40 94.200 659.40 (0.063"-UNFRAMED) 40 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,680.00 138.000 1,104.00 138.000 1,104.00 (0.080"-UNFRAMED) 41 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 420.00 19.300 193.00 19.300 193.00 (0.063"-FRAMED) 42 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 82.000 902.00 82.000 902.00 (0.080"-FRAMED) 43 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 18,050.00 19.000 18,050.00 (SIGN FOUNDATION) 44 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 144,500.00 181.000 153,850.00 (SIGN FOUNDATION) 45 ROADSIDE SIGN - ONE POST EA 230.0000 5,980.00 16.000 3,680.00 16.000 3,680.00 46 ROADSIDE SIGN - TWO POST EA 620.0000 3,720.00 5.000 3,100.00 5.000 3,100.00 47 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 1,980.00 3.000 540.00 3.000 540.00 METHOD) 48 INSTALL ROADSIDE SIGN EA 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800.00 (LAMINATED WOOD BOX POST) 49 PREPARE AND STAIN CONCRETE SQFT 1.0000 57,400.00 26,447.000 26,447.00 83,847.000 83,847.00 50 24" ALTERNATIVE PIPE CULVERT LF 44.0000 397,320.00 971.000 42,724.00 8,371.000 368,324.00 51 36" ALTERNATIVE PIPE CULVERT LF 146.0000 26,280.00 164.000 23,944.00 52 48" ALTERNATIVE PIPE CULVERT LF 350.0000 5,600.00 16.000 5,600.00 53 12" REINFORCED CONCRETE PIPE LF 130.0000 4,290.00 42.000 5,460.00 54 24" REINFORCED CONCRETE PIPE LF 90.0000 6,660.00 176.000 15,840.00 55 36" REINFORCED CONCRETE PIPE LF 133.0000 5,852.00 46.000 6,118.00 56 48" REINFORCED CONCRETE PIPE LF 123.0000 17,220.00 140.000 17,220.00 57 54" REINFORCED CONCRETE PIPE LF 194.0000 50,440.00 260.000 50,440.00 PROGRAM CAS145 PAGE 7 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 18" BITUMINOUS COATED CORRUGATED STEEL LF 72.0000 20,880.00 260.000 18,720.00 PIPE (.079" THICK) 59 GRATED LINE DRAIN LF 140.0000 13,440.00 206.000 28,840.00 206.000 28,840.00 60 18" BITUMINOUS COATED CORRUGATED STEEL LF 380.0000 45,600.00 120.000 45,600.00 PIPE RISER (.079" THICK) 61 WELDED STEEL PIPE CASING (BRIDGE) LF 70.0000 41,650.00 595.000 41,650.00 62 12" CONCRETE FLARED END SECTION EA 270.0000 270.00 1.000 270.00 1.000 270.00 63 36" PRECAST CONCRETE PIPE MANHOLE LF 325.0000 3,900.00 12.000 3,900.00 12.000 3,900.00 64 ROCK SLOPE PROTECTION CY 60.0000 27,000.00 412.000 24,720.00 412.000 24,720.00 (1/2 TON, METHOD B) 65 ROCK SLOPE PROTECTION CY 60.0000 4,200.00 61.000 3,660.00 70.000 4,200.00 (FACING, METHOD B) 66 ROCK SLOPE PROTECTION CY 100.0000 2,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 67 SLOPE PAVING (CONCRETE) CY 680.0000 61,200.00 55.000 37,400.00 90.000 61,200.00 F) 68 MINOR CONCRETE (DITCH LINING) CY 710.0000 6,390.00 10.200 7,242.00 10.200 7,242.00 69 MINOR CONCRETE (CHANNEL LINING) CY 445.0000 23,585.00 53.000 23,585.00 F) 70 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 640.00 254.000 5,080.00 275.000 5,500.00 71 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 95,160.00 65.430 39,912.30 174.430 106,402.30 F) CONSTRUCTION) 72 MISCELLANEOUS IRON AND STEEL LB 1.0000 39,850.00 9,262.000 9,262.00 39,850.000 39,850.00 F) 73 MISCELLANEOUS METAL LB 15.0000 6,300.00 420.000 6,300.00 F) (RESTRAINER - CABLE TYPE) 74 BRIDGE DECK DRAINAGE SYSTEM LB 19.0000 3,420.00 180.000 3,420.00 F) 75 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 29,810.00 2,272.000 24,992.00 2,272.000 24,992.00 76 CHAIN LINK FENCE (TYPE CL-10) LF 21.0000 74,340.00 928.000 19,488.00 2,750.000 57,750.00 77 12' CHAIN LINK GATE (TYPE CL-6) EA 1,600.0000 1,600.00 0.000 0.00 78 DELINEATOR (CLASS 1) EA 60.0000 600.00 0.000 0.00 79 METAL BEAM GUARD RAILING (WOOD POST) LF 22.0000 172,920.00 2,904.500 63,899.00 9,311.000 204,842.00 80 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 90.0000 42,930.00 405.000 36,450.00 405.000 36,450.00 F) 81 CABLE RAILING LF 10.0000 74,100.00 915.000 9,150.00 5,194.000 51,940.00 F) 82 TRANSITION RAILING (TYPE WB) EA 3,400.0000 30,600.00 4.000 13,600.00 10.000 34,000.00 83 END CAP (TYPE A) EA 170.0000 1,020.00 6.000 1,020.00 6.000 1,020.00 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 5,200.00 6.000 3,900.00 11.000 7,150.00 PROGRAM CAS145 PAGE 8 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 6,200.00 1.000 3,100.00 4.000 12,400.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 23,400.00 1.000 2,600.00 9.000 23,400.00 87 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 240.0000 84,000.00 270.000 64,800.00 F) 88 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 95.0000 409,640.00 280.000 26,600.00 4,592.000 436,240.00 F) 89 CONCRETE BARRIER (TYPE 60) LF 130.0000 87,100.00 835.000 108,550.00 835.000 108,550.00 90 CONCRETE BARRIER (TYPE 60C) LF 125.0000 282,500.00 381.000 47,625.00 2,137.000 267,125.00 91 CONCRETE BARRIER (TYPE 732) LF 75.0000 100,350.00 1,305.000 97,875.00 F) 92 CONCRETE BARRIER (TYPE 732A) LF 78.0000 116,376.00 1,492.000 116,376.00 F) 93 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 33,810.00 17,833.000 3,744.93 94 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,518.00 400.000 220.00 95 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,441.00 0.000 0.00 (BROKEN 12-3) 96 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 4,687.00 126.000 541.80 97 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 25,300.00 26,021.000 5,724.62 (BROKEN 36-12) 98 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 195.00 0.000 0.00 (BROKEN 17-7) 99 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,650.00 0.000 0.00 (BROKEN 36-12) 00 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1300 39,780.00 257,387.000 33,460.31 01 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 390.00 294.000 882.00 02 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 19,250.00 10,319.000 11,350.90 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 39,200.00 5,386.000 18,851.00 04 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 0.900 7,200.00 SYSTEM ELEMENTS DURING CONSTRUCTION 05 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.141 25,380.00 0.981 176,580.00 06 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.696 20,880.00 0.696 20,880.00 07 LIGHTING AND SIGN ILLUMINATION LS 32,000.0000 32,000.00 1.000 32,000.00 (TEMPORARY) 08 MODIFY LIGHTING AND SIGN ILLUMINATION LS 6,000.0000 6,000.00 1.000 6,000.00 (OCTA) 09 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.148 74,000.00 0.946 473,000.00 10 COMMUNICATION SYSTEM-OCTA LS 280,000.0000 280,000.00 0.081 22,680.00 0.870 243,600.00 11 COMMUNICATION SYSTEM (TEMPORARY) LS 170,000.0000 170,000.00 1.000 170,000.00 PROGRAM CAS145 PAGE 9 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 COMMUNICATION SYSTEM-OCTA (TEMPORARY) LS 50,000.0000 50,000.00 1.000 50,000.00 13 TRAFFIC MONITORING STATION LS 140,000.0000 140,000.00 0.213 29,820.00 0.760 106,400.00 14 TRAFFIC MONITORING SYSTEM (TEMPORARY) LS 13,000.0000 13,000.00 0.116 1,508.00 1.000 13,000.00 15 CLOSED CIRCUIT TELEVISION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 (LOCATION 1) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (TEMPORARY) 17 CLOSED CIRCUIT TELEVISION SYSTEM LS 3,000.0000 3,000.00 0.000 0.00 (LOCATION 2) 18 CLOSED CIRCUIT TELEVISION SYSTEM LS 3,000.0000 3,000.00 0.000 0.00 (LOCATION 3) 19 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,500.0000 1,500.00 0.000 0.00 (LOCATION 4) 20 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 10,000.0000 10,000.00 0.215 2,150.00 0.920 9,200.00 (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 0.120 720.00 0.957 5,742.00 (LOCATION 2) 22 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 0.170 1,020.00 1.000 6,000.00 (LOCATION 3) 23 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 70,000.0000 70,000.00 1.000 70,000.00 (TEMPORARY) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 (TEMPORARY) 25 CHANGEABLE MESSAGE SIGN SYSTEM LS 32,000.0000 32,000.00 1.000 32,000.00 (TEMPORARY) 26 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 14,000.0000 14,000.00 0.125 1,750.00 0.692 9,688.00 (LOCATION 4) 27 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 16,000.0000 16,000.00 0.390 6,240.00 1.000 16,000.00 (LOCATION 5) 28 RAMP METERING SYSTEM (LOCATION 1) LS 16,000.0000 16,000.00 0.783 12,528.00 0.873 13,968.00 29 RAMP METERING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.104 5,720.00 0.310 17,050.00 30 RAMP METERING SYSTEM (LOCATION 3) LS 14,000.0000 14,000.00 0.943 13,202.00 1.000 14,000.00 31 RAMP METERING SYSTEM (LOCATION 4) LS 16,000.0000 16,000.00 0.100 1,600.00 0.200 3,200.00 32 PIEZO-ELECTRIC AXLE SENSOR LS 24,000.0000 24,000.00 1.000 24,000.00 1.000 24,000.00 PROGRAM CAS145 PAGE 10 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 09:03 AM ESTIMATE NO. 13 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,985,067.32 30,434,127.32 ADJUSTMENT OF COMPENSATION 0.00 331,842.28 EXTRA WORK 47,957.95 297,957.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,033,025.27 31,063,927.54 33 MOBILIZATION LS 3400,000.0000 3,400,000.00 1.000 3,400,000.00 ORIGINAL CONTRACT AMOUNT 35,575,853.00 TOTAL WORK COMPLETED 2,033,025.27 34,463,927.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -6,745.00 TOTAL 2,035,025.27 34,457,182.54 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 09/16/09 665 11/10/09 11/10/09 04/30/11 352 24 26 0 90% 51% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/23/10