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 02/25/10 EST. NO.04 TIME 08:28 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 0001 130.33 E.W. @ F.A.(+) 120809 N 0004.0 0002 105.89 120909 N 0005.0 0003 130.33 121009 N 0006.0 0004 130.33 121409 N 0007.0 0005 130.33 121509 N 0008.0 0006 130.33 121609 N 0009.0 0007 130.33 121709 N 0010.0 0008 436.85 120909 N 0011.0 0009 141.97 121509 N 0012.0 0010 146.08 121809 N 0013.0 0011 217.44 121809 N 0014.0 0012 154.77 122109 N 0016.0 0013 130.33 121109 N 0023.0 0014 130.33 123009 N 0024.0 0015 130.33 122909 N 0027.0 0016 130.33 122809 N 0028.0 0017 130.33 122209 N 0029.0 0018 130.33 121809 N 0030.0 0019 162.71 010710 N 0042.0 0020 162.71 010610 N 0043.0 0021 130.33 010510 N 0044.0 0022 162.71 010410 N 0045.0 0023 1,045.43 122909 N 0064.0 0024 130.33 123109 N 0025.0 0025 65.17 122409 N 0026.0 0026 215.13 122109 N 0015.0 0027 2,561.99 011510 N 0069.0 0028 667.24 012310 N 0070.0 0029 130.33 010810 N 0071.0 0030 130.33 011110 N 0072.0 0032 550.69 011610 N 0074.0 0033 885.21 011510 N 0075.0 0034 905.49 011410 N 0076.0 0035 130.33 011310 N 0077.0 0036 141.12 011210 N 0078.0 005 0002 2,450.00 E.W. @ F.A.(+) 110509 N 0017.0 010 0001 665.02 E.W. @ F.A.(+) 010610 N 0031.0 0002 195.22 121009 N 0019.0 0003 818.86 120809 N 0020.0 0004 127.40 121409 N 0021.0 0005 239.07 121109 N 0032.0 0006 359.59 122309 N 0047.0 011 0001 744.51 E.W. @ F.A.(+) 121109 N 0033.0 0002 726.75 120309 N 0066.0 0003 166.70 120409 N 0067.0 0004 1,683.82 121109 N 0068.0 013 0001 18,399.69 A.C. @ L.S.(+) 020310 N 1.0 0 37,520.84 TOTAL THIS ESTIMATE 6,290.16 TOTAL PREVIOUS ESTIMATE 43,811.00 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 02/25/10 EST. NO.04 TIME 08:28 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 0.00 -1,420.00 TOTAL DEDUCTIONS 0.00 -1,420.00 PROGRAM CAS145 PAGE 1 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 LOCATION RERUN 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 0.100 1,000.00 0.400 4,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 2.000 500.00 03 TIME-RELATED OVERHEAD LS 730,000.0000 730,000.00 0.167 121,910.00 0.400 292,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 7.3000 4,380.00 300.000 2,190.00 626.000 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 0.100 7,500.00 0.340 25,500.00 07 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.040 400.00 0.620 6,200.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 4.0000 70,400.00 0.000 0.00 09 TEMPORARY SILT FENCE LF 3.0000 51,900.00 10,198.000 30,594.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 17,000.0000 68,000.00 1.000 17,000.00 4.000 68,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 8,800.00 2.000 4,400.00 3.000 6,600.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,000.00 3.000 750.00 21.000 5,250.00 13 STREET SWEEPING LS 27,000.0000 27,000.00 0.100 2,700.00 0.400 10,800.00 14 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.020 440.00 0.520 11,440.00 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.160 32,000.00 0.400 80,000.00 16 TYPE III BARRICADE EA 82.0000 410.00 4.000 328.00 4.000 328.00 17 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 148,350.00 37.000 851.00 555.000 12,765.00 18 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 21,780.00 0.000 0.00 (LEFT IN PLACE) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.160 1,200.00 0.400 3,000.00 20 TEMPORARY RAILING (TYPE K) LF 10.0000 332,000.00 24,540.000 245,400.00 21 TEMPORARY CRASH CUSHION MODULE EA 450.0000 90,000.00 124.000 55,800.00 22 TEMPORARY TRAFFIC SCREEN LF 4.0000 132,800.00 16,800.000 67,200.00 PROGRAM CAS145 PAGE 2 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,126.000 8,504.00 24 REMOVE METAL BEAM GUARD RAILING LF 7.5000 52,725.00 7,105.000 53,287.50 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 32,560.00 66,661.000 26,664.40 STRIPE 26 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 45,200.00 0.000 0.00 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 55,771.000 22,308.40 29 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 126.000 378.00 30 REMOVE PAVEMENT MARKER EA 0.9000 22,230.00 11,028.000 9,925.20 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 20.000 3,500.00 33 REMOVE ROADSIDE SIGN EA 90.0000 360.00 3.000 270.00 3.000 270.00 (STRAP AND SADDLE BRACKET METHOD) 34 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 6.000 24,000.00 6.000 24,000.00 35 REMOVE PIPE LF 25.0000 20,250.00 40.000 1,000.00 408.000 10,200.00 36 REMOVE INLET EA 1,100.0000 5,500.00 2.000 2,200.00 37 REMOVE HEADWALL EA 1,000.0000 8,000.00 4.000 4,000.00 38 REMOVE CONCRETE PAVEMENT SQYD 18.0000 9,360.00 0.000 0.00 39 REMOVE DELINEATOR EA 20.0000 200.00 10.000 200.00 10.000 200.00 40 VIBRATION MONITORING LS 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500.00 41 ADJUST INLET EA 1,300.0000 3,900.00 0.000 0.00 42 REMOVE CONCRETE CURB LF 2.5000 700.00 171.000 427.50 171.000 427.50 43 REMOVE CONCRETE (CHANNEL) LF 11.0000 462.00 42.000 462.00 44 REMOVE CONCRETE BARRIER LF 16.0000 10,240.00 265.000 4,240.00 265.000 4,240.00 45 REMOVE TRANSITION STRUCTURE EA 18,000.0000 18,000.00 0.000 0.00 46 CAP INLET EA 1,400.0000 2,800.00 0.000 0.00 47 REMOVE BOX CULVERT LF 250.0000 11,500.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 1.000 60,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 0.350 14,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 3 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 24,000.00 0.400 24,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 1.000 25,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 0.000 0.00 53 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.900 360,000.00 54 ROADWAY EXCAVATION CY 20.0000 974,000.00 7,426.000 148,520.00 7,426.000 148,520.00 55 ROADWAY EXCAVATION (TYPE Z-2) CY 84.0000 1,226,400.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 56 ROADWAY EXCAVATION (TYPE Y-1) CY 7.0000 180,600.00 2,000.000 14,000.00 2,000.000 14,000.00 (AERIALLY DEPOSITED LEAD) 57 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 111,200.00 0.000 0.00 (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 126,000.00 165.000 39,600.00 525.000 126,000.00 F) 61 STRUCTURE EXCAVATION (TYPE D) CY 175.0000 37,625.00 70.000 12,250.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 233,040.00 0.000 0.00 F) 63 STRUCTURE EXCAVATION (TYPE Z-2) CY 20.0000 119,900.00 470.000 9,400.00 965.000 19,300.00 F) (AERIALLY DEPOSITED LEAD) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 17.0000 138,465.00 1,225.500 20,833.50 4,003.240 68,055.08 F) 65 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 29,725.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 66 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.0000 71,459.00 3,761.000 71,459.00 F) (AERIALLY DEPOSITED LEAD) 67 STRUCTURE BACKFILL (BRIDGE) CY 38.0000 67,260.00 64.000 2,432.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) CY 33.0000 413,820.00 2,300.000 75,900.00 2,300.000 75,900.00 F) 69 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 40,000.00 0.000 0.00 F) 70 DITCH EXCAVATION CY 9.0000 1,134.00 0.000 0.00 71 SOIL NAIL ASSEMBLY LF 18.0000 2,544,840.00 22,156.000 398,808.00 47,117.870 848,121.66 72 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.063 6,300.00 73 ROCK BLANKET SQYD 72.0000 55,440.00 0.000 0.00 74 EROSION CONTROL (TYPE D) SQYD 1.4500 115,420.00 0.000 0.00 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 3,150.00 0.000 0.00 76 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 79 EXTEND 12" CONDUIT LF 380.0000 7,600.00 0.000 0.00 80 CLASS 2 AGGREGATE SUBBASE CY 16.0000 368,000.00 0.000 0.00 81 CLASS 2 AGGREGATE BASE CY 30.0000 57,300.00 0.000 0.00 82 AGGREGATE BASE (APPROACH SLAB) CY 280.0000 5,320.00 0.000 0.00 83 LEAN CONCRETE BASE CY 120.0000 1,692,000.00 0.000 0.00 84 HOT MIX ASPHALT (TYPE A) TON 75.0000 429,000.00 0.000 0.00 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 0.000 0.00 (TYPE C MODIFIED) 87 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,740.00 0.000 0.00 (TYPE E MODIFIED) 88 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,380.00 0.000 0.00 (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 0.000 0.00 91 CONCRETE PAVEMENT CY 150.0000 4,470,000.00 0.000 0.00 92 SEAL PAVEMENT JOINT LF 1.5000 154,500.00 0.000 0.00 93 SEAL LONGITUDINAL ISOLATION JOINT LF 3.0000 65,100.00 0.000 0.00 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 66,010.00 320.000 65,600.00 96 FURNISH PILING (CLASS 90) LF 11.5000 20,090.50 958.000 11,017.00 1,747.000 20,090.50 (ALTERNATIVE X) 97 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 2,900.0000 92,800.00 16.000 46,400.00 32.000 92,800.00 98 FURNISH PILING (CLASS 140) LF 11.5000 13,432.00 650.000 7,475.00 745.500 8,573.25 (ALTERNATIVE V) 99 DRIVE PILE (CLASS 140) EA 3,000.0000 60,000.00 11.000 33,000.00 13.000 39,000.00 (ALTERNATIVE V) 00 FURNISH PILING (CLASS 140) LF 11.5000 21,401.50 923.160 10,616.34 1,875.500 21,568.25 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 140) EA 2,900.0000 121,800.00 22.000 63,800.00 42.000 121,800.00 (ALTERNATIVE X) 02 FURNISH PILING (CLASS 200) LF 17.0000 43,350.00 1,888.500 32,104.50 2,550.000 43,350.00 (ALTERNATIVE X) 03 DRIVE PILE (CLASS 200) EA 2,700.0000 194,400.00 54.000 145,800.00 72.000 194,400.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 5 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (ALTERNATIVE W MODIFIED) 05 DRIVE PILE (CLASS 140) EA 2,700.0000 54,000.00 0.000 0.00 (ALTERNATIVE W MODIFIED) 06 FURNISH PILING (CLASS 200) LF 17.0000 35,700.00 1,050.000 17,850.00 1,878.000 31,926.00 (ALTERNATIVE W MODIFIED) 07 DRIVE PILE (CLASS 200) EA 2,700.0000 129,600.00 24.000 64,800.00 44.000 118,800.00 (ALTERNATIVE W MODIFIED) 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 09 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 121,250.00 159.500 39,875.00 290.000 72,500.00 F) 10 STRUCTURAL CONCRETE, BRIDGE CY 635.0000 2,422,525.00 126.000 80,010.00 160.800 102,108.00 F) 11 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 1,670,000.00 489.000 195,600.00 2,513.000 1,005,200.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 182,000.00 0.000 0.00 F) (TYPE N) 13 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 98,820.00 0.000 0.00 (TYPE R) 14 CLASS I CONCRETE (MINOR STRUCTURE) CY 1,500.0000 69,000.00 3.800 5,700.00 F) 15 CLASS I CONCRETE (BOX CULVERT) CY 650.0000 123,500.00 38.700 25,155.00 F) 16 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 182,400.00 0.000 0.00 F) 17 MINOR CONCRETE (BACKFILL) CY 130.0000 4,810.00 0.000 0.00 F) 18 PAVING NOTCH EXTENSION CY 2,400.0000 19,200.00 0.000 0.00 F) 19 ARCHITECTURAL TREATMENT SQFT 7.5000 275,062.50 9,700.000 72,750.00 18,697.300 140,229.75 F) (FORMED ROCK TEXTURE) 20 ARCHITECTURAL TREATMENT (RIP-OUT) SQFT 0.7000 875.00 720.000 504.00 720.000 504.00 F) 21 ARCHITECTURAL TREATMENT SQFT 4.2000 206,808.00 0.000 0.00 F) (TEXTURED SHOTCRETE) 22 FRACTURED RIB TEXTURE SQFT 7.0000 17,990.00 0.000 0.00 F) 23 DRILL AND BOND DOWEL LF 24.0000 13,920.00 52.000 1,248.00 128.000 3,072.00 24 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 70,000.00 2.000 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 2.000 22,000.00 GIRDER 26 JOINT SEAL (MR 1") LF 73.0000 14,235.00 0.000 0.00 27 JOINT SEAL (MR 1 1/2") LF 48.0000 20,160.00 0.000 0.00 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 18,350.000 12,845.00 35,162.000 24,613.40 F) 30 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 798,850.00 121,886.000 79,225.90 155,329.000 100,963.85 F) PROGRAM CAS145 PAGE 6 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 444,742.50 351,924.000 263,943.00 F) 32 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 31,200.00 18,093.000 28,948.80 19,240.000 30,784.00 F) 33 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 38,958.00 9,824.000 7,368.00 F) 34 SHOTCRETE CY 600.0000 1,935,000.00 224.100 134,460.00 470.000 282,000.00 F) 35 FURNISH SIGN STRUCTURE (TRUSS) LB 1.0000 136,686.00 0.000 0.00 F) 36 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 68,343.00 0.000 0.00 F) 37 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 14.0000 19,180.00 0.000 0.00 38 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 13.0000 1,014.00 0.000 0.00 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,890.00 0.000 0.00 (0.063"-UNFRAMED) 40 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,680.00 0.000 0.00 (0.080"-UNFRAMED) 41 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 420.00 0.000 0.00 (0.063"-FRAMED) 42 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 0.000 0.00 (0.080"-FRAMED) 43 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 18,050.00 0.000 0.00 (SIGN FOUNDATION) 44 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 144,500.00 0.000 0.00 (SIGN FOUNDATION) 45 ROADSIDE SIGN - ONE POST EA 230.0000 5,980.00 0.000 0.00 46 ROADSIDE SIGN - TWO POST EA 620.0000 3,720.00 0.000 0.00 47 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 1,980.00 0.000 0.00 METHOD) 48 INSTALL ROADSIDE SIGN EA 3,800.0000 3,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 49 PREPARE AND STAIN CONCRETE SQFT 1.0000 57,400.00 0.000 0.00 50 24" ALTERNATIVE PIPE CULVERT LF 44.0000 397,320.00 0.000 0.00 51 36" ALTERNATIVE PIPE CULVERT LF 146.0000 26,280.00 82.000 11,972.00 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 0.000 0.00 54 24" REINFORCED CONCRETE PIPE LF 90.0000 6,660.00 0.000 0.00 55 36" REINFORCED CONCRETE PIPE LF 133.0000 5,852.00 0.000 0.00 56 48" REINFORCED CONCRETE PIPE LF 123.0000 17,220.00 0.000 0.00 57 54" REINFORCED CONCRETE PIPE LF 194.0000 50,440.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 PIPE (.079" THICK) 59 GRATED LINE DRAIN LF 140.0000 13,440.00 0.000 0.00 60 18" BITUMINOUS COATED CORRUGATED STEEL LF 380.0000 45,600.00 24.000 9,120.00 PIPE RISER (.079" THICK) 61 WELDED STEEL PIPE CASING (BRIDGE) LF 70.0000 41,650.00 0.000 0.00 62 12" CONCRETE FLARED END SECTION EA 270.0000 270.00 0.000 0.00 63 36" PRECAST CONCRETE PIPE MANHOLE LF 325.0000 3,900.00 0.000 0.00 64 ROCK SLOPE PROTECTION CY 60.0000 27,000.00 0.000 0.00 (1/2 TON, METHOD B) 65 ROCK SLOPE PROTECTION CY 60.0000 4,200.00 0.000 0.00 (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 0.000 0.00 F) 68 MINOR CONCRETE (DITCH LINING) CY 710.0000 6,390.00 0.000 0.00 69 MINOR CONCRETE (CHANNEL LINING) CY 445.0000 23,585.00 0.000 0.00 F) 70 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 640.00 0.000 0.00 71 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 95,160.00 0.000 0.00 F) CONSTRUCTION) 72 MISCELLANEOUS IRON AND STEEL LB 1.0000 39,850.00 0.000 0.00 F) 73 MISCELLANEOUS METAL LB 15.0000 6,300.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 74 BRIDGE DECK DRAINAGE SYSTEM LB 19.0000 3,420.00 0.000 0.00 F) 75 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 29,810.00 0.000 0.00 76 CHAIN LINK FENCE (TYPE CL-10) LF 21.0000 74,340.00 608.000 12,768.00 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 0.000 0.00 80 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 90.0000 42,930.00 0.000 0.00 F) 81 CABLE RAILING LF 10.0000 74,100.00 0.000 0.00 F) 82 TRANSITION RAILING (TYPE WB) EA 3,400.0000 30,600.00 0.000 0.00 83 END CAP (TYPE A) EA 170.0000 1,020.00 0.000 0.00 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 5,200.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 23,400.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 240.0000 84,000.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 95.0000 409,640.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 60) LF 130.0000 87,100.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60C) LF 125.0000 282,500.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 732) LF 75.0000 100,350.00 0.000 0.00 F) 92 CONCRETE BARRIER (TYPE 732A) LF 78.0000 116,376.00 0.000 0.00 F) 93 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 33,810.00 0.000 0.00 94 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,518.00 0.000 0.00 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 0.000 0.00 97 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 25,300.00 0.000 0.00 (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 39,780.00 164,000.000 21,320.00 01 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 390.00 168.000 504.00 02 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 19,250.00 6,566.000 7,222.60 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 39,200.00 3,357.000 11,749.50 04 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 05 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.000 0.00 06 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 07 LIGHTING AND SIGN ILLUMINATION LS 32,000.0000 32,000.00 0.586 18,752.00 0.767 24,544.00 (TEMPORARY) 08 MODIFY LIGHTING AND SIGN ILLUMINATION LS 6,000.0000 6,000.00 0.000 0.00 (OCTA) 09 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.000 0.00 10 COMMUNICATION SYSTEM-OCTA LS 280,000.0000 280,000.00 0.000 0.00 11 COMMUNICATION SYSTEM (TEMPORARY) LS 170,000.0000 170,000.00 0.063 10,710.00 0.694 117,980.00 PROGRAM CAS145 PAGE 9 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.032 1,600.00 1.000 50,000.00 13 TRAFFIC MONITORING STATION LS 140,000.0000 140,000.00 0.000 0.00 14 TRAFFIC MONITORING SYSTEM (TEMPORARY) LS 13,000.0000 13,000.00 0.123 1,599.00 0.167 2,171.00 15 CLOSED CIRCUIT TELEVISION SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 (LOCATION 1) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 150,000.0000 150,000.00 0.905 135,750.00 0.998 149,700.00 (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 0.000 0.00 (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 0.000 0.00 (LOCATION 2) 22 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 0.000 0.00 (LOCATION 3) 23 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 70,000.0000 70,000.00 0.346 24,220.00 1.000 70,000.00 (TEMPORARY) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 130,000.0000 130,000.00 0.047 6,110.00 0.331 43,030.00 (TEMPORARY) 25 CHANGEABLE MESSAGE SIGN SYSTEM LS 32,000.0000 32,000.00 0.198 6,336.00 1.000 32,000.00 (TEMPORARY) 26 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 14,000.0000 14,000.00 0.000 0.00 (LOCATION 4) 27 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 16,000.0000 16,000.00 0.000 0.00 (LOCATION 5) 28 RAMP METERING SYSTEM (LOCATION 1) LS 16,000.0000 16,000.00 0.000 0.00 29 RAMP METERING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.000 0.00 30 RAMP METERING SYSTEM (LOCATION 3) LS 14,000.0000 14,000.00 0.000 0.00 31 RAMP METERING SYSTEM (LOCATION 4) LS 16,000.0000 16,000.00 0.000 0.00 32 PIEZO-ELECTRIC AXLE SENSOR LS 24,000.0000 24,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:28 AM ESTIMATE NO. 04 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 02/20/10 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,439,274.54 6,614,417.64 ADJUSTMENT OF COMPENSATION 18,399.69 18,399.69 EXTRA WORK 19,121.15 25,411.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,476,795.38 6,658,228.64 33 MOBILIZATION LS 3400,000.0000 3,400,000.00 0.750 2,550,000.00 ORIGINAL CONTRACT AMOUNT 35,575,853.00 TOTAL WORK COMPLETED 2,476,795.38 9,208,228.64 MATERIALS ON HAND ON SITE 87,138.21 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,420.00 TOTAL 2,476,795.38 9,293,946.85 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 10/15/10 91 14 0 0 26% 14% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/10