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 10/26/10 EST. NO.10 TIME 05:16 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0017 765.11 E.W. @ F.A.(+) 032510 Y 5029.1 0018 503.41 072710 Y 5119.0 0019 405.12 072910 Y 5120.0 007 0007 133.57 E.W. @ F.A.(+) 032910 Y 5042.0 0010 65.49 032910 Y 5042.1 0025 208.42 052610 Y 5090.0 0026 208.42 052710 Y 5091.0 0027 1,650.44 060110 Y 5092.0 0028 292.89 060110 Y 5093.0 0029 42.61 060210 Y 5094.0 0030 645.38 060310 Y 5095.0 0031 333.94 070810 Y 5113.0 0032 487.58 072110 Y 5121.0 0033 2,160.84 080910 Y 5125.0 0034 2,853.16 081010 Y 5126.0 0035 1,164.82 081110 Y 5127.0 0037 888.31 081210 Y 5129.0 0038 222.77 082310 Y 5138.0 0039 1,840.70 082310 Y 5139.0 0040 1,627.03 082410 Y 5140.0 0041 4,315.96 082510 Y 5141.0 0042 3,495.72 082610 Y 5142.0 0043 2,773.88 082710 Y 5143.0 0044 265.35 081610 Y 5148.0 0045 1,921.47 083010 Y 5149.0 0046 314.44 090110 Y 5150.0 0047 137.50 082610 Y 5142.1 0048 137.50 082710 Y 5143.1 0049 795.24 092410 Y 5155.0 0050 601.51 082310 Y 5139.1 0053 1,645.50 092310 Y 5156.0 0054 2,573.55 092910 Y 5157.0 0056 1,379.10 100410 Y 5167.0 0057 3,504.53 100510 Y 5168.0 0058 2,842.41 100610 Y 5169.0 0059 818.11 100710 Y 5170.0 011 0002 135.23 E.W. @ F.A.(+) 080610 Y 5122.0 0003 982.77 080910 Y 5131.0 0004 269.73 080610 Y 5136.0 014 0014 863.79 E.W. @ F.A.(+) 081010 Y 5132.0 0015 1,837.81 093010 Y 5158.0 020 0002 1,708.48 E.W. @ F.A.(+) 062110 N 0079.0 021 0006 1,716.43 E.W. @ F.A.(+) 070210 Y 5115.0 0007 325.38 070210 Y 5115.1 0008 1,790.64 100410 Y 5171.0 0009 658.82 100710 Y 5172.0 027 0008 31,767.00 E.W. @ L.S.(+) 102110 N 1 0 028 0010 70.24 E.W. @ F.A.(+) 061710 Y 5116.0 030 0005 681.86 E.W. @ F.A.(+) 052010 Y 5077.1 031 0001 254,920.00 E.W. @ L.S.(+) 102110 N 1 0 032 0006 1,382.80 E.W. @ F.A.(+) 052410 Y 5096.0 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 10/26/10 EST. NO.10 TIME 05:16 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 034 0001 284.79 E.W. @ F.A.(+) 060210 N 0045.0 0002 661.25 060410 N 0051.0 035 0001 162,196.35 E.W. @ U.P (+) 102110 N 1 0 039 0002 663.43 E.W. @ F.A.(+) 080410 Y 5123.0 041 0001 172.54 E.W. @ F.A.(+) 063010 Y 5133.0 0002 365.83 080910 Y 5134.0 0003 2,814.06 081310 Y 5135.0 0004 911.79 081610 Y 5137.0 0005 189.98 063010 Y 5144.0 0006 3,606.19 081010 Y 5145.0 0007 247.06 081810 Y 5146.0 0008 1,254.29 081910 Y 5147.0 060 0001 4,614.50 E.W. @ F.A.(+) 092110 Y 5152.0 521,114.82 TOTAL THIS ESTIMATE 476,584.87 TOTAL PREVIOUS ESTIMATE 997,699.69 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 10/26/10 EST. NO.10 TIME 05:16 PM R.E. NAME: OKPALA, MESHACK 03-441614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JOB MIX FORMULAR VER -6,000.00 06 0.00 -6,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 08 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/2010 -10,000.00 04 PER LTR DATED 5/2010 -10,000.00 05 PER LTR DATED 7/2010 -10,000.00 07 PER LTR DATED 8/2010 -10,000.00 08 PER LTR DATED 09/10 -10,000.00 09 RETN 4/10,5/10,7/10 30,000.00 09 PER LTR 10/10 -10,000.00 10 RETURN 8/10 DEDUCT 10,000.00 10 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 03-SAC-50-R5.3/12.8 ----------------- DE SILVA GATES MCM A JOINT IN SACRAMENTO COUNTY IN AND NEAR VENTURE OF DE SILVA GATES RANCHO CORDOVA FROM WATT AVENUE CONSTRUCTION AND MCM OVERCROSSING TO SUNRISE BOULEVARD CONSTRUCTION P O BOX 2909 DUBLIN CA 94568 FED. AID NO. CMLN-6203(33) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 2340,000.0000 2,340,000.00 0.081 189,540.00 0.474 1,109,160.00 04 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 80,000.00 364.000 1,820.00 10,485.000 52,425.00 05 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,900.00 809.000 4,045.00 06 PROTECTION OF MIGRATORY BIRDS LS 20,000.0000 20,000.00 0.081 1,620.00 0.219 4,380.00 07 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.081 2,025.00 0.346 8,650.00 08 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.500 1,000.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 2.0000 39,600.00 8,687.500 17,375.00 16,722.500 33,445.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 27,000.00 10.000 30,000.00 11 TEMPORARY CHECK DAM LF 2.0000 6,000.00 466.000 932.00 12 MOVE-IN/MOVE-OUT EA 100.0000 2,000.00 3.000 300.00 6.000 600.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 38.000 7,600.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 0.081 2,025.00 0.346 8,650.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.081 1,620.00 0.273 5,460.00 16 TEMPORARY SOIL BINDER SQYD 0.1000 14,500.00 89,868.000 8,986.80 202,097.000 20,209.70 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.450 9,000.00 18 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.081 40,500.00 0.269 134,500.00 19 TYPE III BARRICADE EA 50.0000 2,950.00 12.000 600.00 12.000 600.00 20 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 2,420.00 126.000 126.00 871.000 871.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 48,500.00 51,085.000 5,108.50 165,734.000 16,573.40 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 25,500.00 196.000 4,900.00 208.000 5,200.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 2.5000 59,000.00 699.000 1,747.50 16,959.000 42,397.50 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.081 810.00 0.346 3,460.00 25 TEMPORARY RAILING (TYPE K) LF 22.0000 2,244,000.00 500.000 11,000.00 70,510.000 1,551,220.00 26 TEMPORARY CRASH CUSHION MODULE EA 150.0000 60,000.00 11.000 1,650.00 248.000 37,200.00 27 TEMPORARY TRAFFIC SCREEN LF 2.0000 100,600.00 3,700.000 7,400.00 14,410.000 28,820.00 28 FLUSH CULVERT EA 1,000.0000 4,000.00 0.000 0.00 29 ABANDON CULVERT EA 1,000.0000 19,000.00 1.000 1,000.00 1.000 1,000.00 30 REMOVE FENCE LF 3.0000 63,900.00 900.000 2,700.00 20,419.600 61,258.80 31 REMOVE METAL BEAM GUARD RAILING LF 5.0000 144,500.00 1,150.000 5,750.00 12,063.500 60,317.50 32 REMOVE FLARED END SECTION EA 300.0000 9,000.00 3.000 900.00 21.000 6,300.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 30,400.00 1,410.000 705.00 STRIPE 34 REMOVE TRAFFIC STRIPE LF 0.1000 23,100.00 1,728.000 172.80 70,968.000 7,096.80 35 REMOVE PAVEMENT MARKING SQFT 1.0000 2,600.00 152.000 152.00 1,470.000 1,470.00 36 REMOVE CONTRAST TREATMENT SQFT 0.4000 66,681.60 152,166.000 60,866.40 152,166.000 60,866.40 37 REMOVE ROADSIDE SIGN EA 50.0000 5,000.00 18.000 900.00 18.000 900.00 38 REMOVE ROADSIDE SIGN EA 50.0000 500.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,000.0000 36,000.00 4.000 8,000.00 6.000 12,000.00 40 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 16,000.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 600.00 0.000 0.00 42 REMOVE OVERSIDE DRAIN EA 500.0000 1,500.00 0.000 0.00 43 REMOVE CULVERT EA 1,000.0000 37,000.00 4.000 4,000.00 23.000 23,000.00 44 REMOVE INLET EA 500.0000 18,000.00 3.000 1,500.00 17.000 8,500.00 45 REMOVE DOWNDRAIN EA 500.0000 3,500.00 3.000 1,500.00 4.000 2,000.00 46 REMOVE JUNCTION BOX EA 1,000.0000 1,000.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING LF 4.0000 16,200.00 4,065.600 16,262.40 48 SALVAGE ROADSIDE SIGN (BARRIER MOUNTED) EA 200.0000 400.00 0.000 0.00 49 RESET ROADSIDE SIGN EA 200.0000 2,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 51 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 52 RELOCATE ROADSIDE SIGN (BARRIER MOUNTED) EA 500.0000 1,500.00 0.000 0.00 53 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 54 MODIFY INLET EA 1,000.0000 1,000.00 0.000 0.00 55 MODIFY SIGN STRUCTURE (SAFETY CABLE EA 5,000.0000 5,000.00 0.000 0.00 RETROFIT) 56 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 44,000.00 0.000 0.00 57 REMOVE CONCRETE CY 50.0000 15,000.00 0.000 0.00 58 REMOVE CONCRETE BARRIER LF 15.0000 43,350.00 603.000 9,045.00 59 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 100,022.40 54,277.000 32,566.20 54,277.000 32,566.20 60 REMOVE SOUND WALL LF 25.0000 12,000.00 484.000 12,100.00 61 CAP INLET EA 1,000.0000 4,000.00 0.000 0.00 62 BRIDGE REMOVAL, LOCATION A LS 80,000.0000 80,000.00 0.000 0.00 F) 63 BRIDGE REMOVAL, LOCATION B LS 55,000.0000 55,000.00 0.000 0.00 F) 64 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 66 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.950 285,000.00 67 ROADWAY EXCAVATION CY 3.0000 576,000.00 120,936.000 362,808.00 68 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 69 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 70 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 57,112.00 249.000 5,478.00 2,485.310 54,676.82 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 525,150.00 37.000 2,775.00 7,039.000 527,925.00 F) 72 STRUCTURE EXCAVATION (TIEBACK WALL) CY 91.0000 100,100.00 1,100.000 100,100.00 F) 73 PEA GRAVEL BACKFILL CY 235.0000 10,575.00 40.000 9,400.00 F) 74 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 58,360.00 20.000 800.00 1,188.000 47,520.00 F) 75 STRUCTURE BACKFILL (SLURRY CEMENT) CY 70.0000 34,300.00 19.850 1,389.50 154.840 10,838.80 F) 76 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 330,800.00 3,651.000 182,550.00 6,791.000 339,550.00 F) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (TIEBACK WALL) CY 170.0000 14,110.00 69.000 11,730.00 83.000 14,110.00 F) 78 PERVIOUS DITCH LINING SQYD 75.0000 45,600.00 0.000 0.00 F) 79 SAND BACKFILL CY 60.0000 15,000.00 0.000 0.00 80 DITCH EXCAVATION CY 20.0000 31,200.00 70.000 1,400.00 81 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 111,750.00 1,077.000 26,925.00 1,077.000 26,925.00 82 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.000 0.00 83 EROSION CONTROL (TYPE D) ACRE 1,400.0000 21,000.00 8.500 11,900.00 84 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 800.00 1.000 100.00 85 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.081 810.00 0.246 2,460.00 86 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.081 4,050.00 0.081 4,050.00 87 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.165 1,650.00 88 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.000 0.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 WATER METER EA 30,000.0000 60,000.00 0.000 0.00 91 8" WELDED STEEL PIPE CONDUIT LF 100.0000 94,000.00 627.000 62,700.00 (.250" THICK) 92 EXTEND 8" CONDUIT LF 40.0000 62,400.00 0.000 0.00 93 BOOSTER PUMP SYSTEM EA 15,000.0000 30,000.00 0.000 0.00 94 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 95 CLASS 2 AGGREGATE BASE CY 22.0000 2,772,000.00 28,865.000 635,030.00 64,584.000 1,420,848.00 96 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 7,200.00 0.000 0.00 97 ASPHALT TREATED PERMEABLE BASE CY 80.0000 93,600.00 0.000 0.00 98 SEAL RANDOM CRACKS LNMI 1,500.0000 84,000.00 0.000 0.00 99 HOT MIX ASPHALT TON 55.0000 4,906,000.00 16,888.500 928,867.50 35,395.500 1,946,752.50 00 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 3,007,800.00 0.000 0.00 01 DATA CORE LS 5,000.0000 5,000.00 0.210 1,050.00 02 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 380.00 129.000 129.00 129.000 129.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 17,600.00 5,177.000 5,177.00 5,177.000 5,177.00 PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 310.00 108.000 108.00 108.000 108.00 05 PLACE HOT MIX ASPHALT SQYD 10.0000 38,200.00 0.000 0.00 (MISCELLANEOUS AREA) 06 STAMPED ASPHALT SQYD 25.0000 83,500.00 0.000 0.00 07 TACK COAT TON 2,000.0000 86,000.00 9.380 18,760.00 18.420 36,840.00 08 REPLACE CONCRETE PAVEMENT CY 400.0000 1,848,000.00 5,011.800 2,004,720.00 (RAPID STRENGTH CONCRETE) 09 DOWEL BAR RETROFIT EA 60.0000 3,672,000.00 20,336.000 1,220,160.00 49,136.000 2,948,160.00 10 GRIND EXISTING CONCRETE SQYD 3.5000 1,379,000.00 0.000 0.00 PAVEMENT 11 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 1,270,500.00 3,229.250 113,023.75 23,705.250 829,683.75 PILING (SOUND WALL) 12 24" CAST-IN-DRILLED-HOLE CONCRETE LF 40.0000 34,800.00 97.250 3,890.00 566.500 22,660.00 PILING (SOUND WALL) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 0.000 0.00 14 TIEBACK ANCHOR EA 1,700.0000 487,900.00 287.000 487,900.00 F) 15 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 225,375.00 517.000 193,875.00 F) 16 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 3,146,000.00 3.000 3,120.00 1,654.000 1,720,160.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL CY 830.0000 492,190.00 18.000 14,940.00 593.000 492,190.00 F) 18 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 19 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 321,300.00 0.000 0.00 (TYPE R) 20 CLASS I CONCRETE (RETAINING WALL) CY 350.0000 1,055,950.00 54.000 18,900.00 2,979.000 1,042,650.00 21 PRECAST CONCRETE BOX CULVERT LF 800.0000 296,000.00 0.000 0.00 22 MINOR CONCRETE (MINOR STRUCTURE) CY 300.0000 360,000.00 11.200 3,360.00 151.700 45,510.00 F) 23 MINOR CONCRETE (SOUND WALL) CY 365.0000 430,700.00 20.400 7,446.00 1,173.400 428,291.00 24 MINOR CONCRETE (BACKFILL) CY 200.0000 2,000.00 1.260 252.00 1.260 252.00 25 PAVING NOTCH EXTENSION CY 5,000.0000 45,000.00 0.000 0.00 26 GRASS PATTERN TEXTURE SQFT 15.0000 30,765.00 2,051.000 30,765.00 F) 27 FRACTURED GRANITE TEXTURE SQFT 5.0000 172,710.00 34,542.000 172,710.00 F) 28 FRACTURED RIB TEXTURE SQFT 15.0000 239,550.00 12,020.000 180,300.00 F) 29 DRILL AND BOND DOWEL LF 30.0000 2,700.00 21.000 630.00 87.000 2,610.00 30 CLEAN EXPANSION JOINT LF 35.0000 39,515.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH POLYESTER CONCRETE OVERLAY CF 65.0000 676,780.00 2,434.000 158,210.00 2,434.000 158,210.00 32 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 500,112.00 54,277.000 162,831.00 54,277.000 162,831.00 F) 33 SOUND WALL (MASONRY BLOCK) SQFT 14.7500 3,310,401.50 38,122.000 562,299.50 171,126.000 2,524,108.50 F) 34 JOINT SEAL (MR 1/2") LF 40.0000 11,920.00 0.000 0.00 35 JOINT SEAL (MR 1") LF 70.0000 980.00 0.000 0.00 36 JOINT SEAL (MR 1 1/2") LF 60.0000 18,300.00 0.000 0.00 37 JOINT SEAL (MR 2") LF 80.0000 46,160.00 0.000 0.00 38 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 621,300.00 5,282.000 3,169.20 682,947.000 409,768.20 F) 39 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 377,124.00 471,405.000 377,124.00 F) 40 SHOTCRETE CY 350.0000 157,850.00 451.000 157,850.00 F) 41 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 0.000 0.00 F) WITH WALKWAY) 42 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 0.000 0.00 F) WITH WALKWAY) 43 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,843,616.00 254,276.000 1,017,104.00 309,176.000 1,236,704.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 230,288.00 157,500.000 78,750.00 212,400.000 106,200.00 F) 45 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 105,000.00 7,516.670 112,750.05 7,516.670 112,750.05 46 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 2,700.00 0.000 0.00 47 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 10,900.00 0.000 0.00 (0.063"-UNFRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 13,200.00 0.000 0.00 (0.080"-UNFRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,900.00 0.000 0.00 (0.063"-FRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 0.000 0.00 (0.080"-FRAMED) 51 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 154,000.00 112.000 61,600.00 (SIGN FOUNDATION) 52 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 270,000.00 122.000 73,200.00 (SIGN FOUNDATION) 53 ROADSIDE SIGN (BARRIER MOUNTED) EA 800.0000 20,000.00 0.000 0.00 54 ROADSIDE SIGN - ONE POST EA 150.0000 13,500.00 0.000 0.00 55 ROADSIDE SIGN - TWO POST EA 300.0000 5,400.00 0.000 0.00 56 ROADSIDE SIGN (SOUNDWALL MOUNTED) LB 10.0000 7,700.00 0.000 0.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,680.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 7 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 40.0000 8,400.00 0.000 0.00 59 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 300.00 0.000 0.00 POST (BARRIER MOUNTED) 60 PREPARE AND STAIN CONCRETE SQFT 4.0000 97,660.00 6,173.000 24,692.00 16,382.000 65,528.00 61 30" REINFORCED CONCRETE PIPE (CLASS II) LF 60.0000 67,800.00 295.000 17,700.00 1,103.000 66,180.00 62 36" REINFORCED CONCRETE PIPE (CLASS II) LF 70.0000 11,900.00 0.000 0.00 63 18" REINFORCED CONCRETE PIPE (CLASS II, LF 40.0000 360,400.00 113.500 4,540.00 2,540.500 101,620.00 RUBBER GASKET JOINT) 64 24" REINFORCED CONCRETE PIPE LF 50.0000 292,000.00 625.000 31,250.00 4,843.200 242,160.00 (CLASS II, RUBBER GASKET JOINT) 65 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 60.0000 26,400.00 421.000 25,260.00 421.000 25,260.00 PIPE (CLASS III, RUBBER GASKET JOINT) 66 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 12,000.00 16.000 960.00 117.000 7,020.00 67 24" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 88,500.00 1,764.000 88,200.00 68 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 93,600.00 800.000 24,000.00 3,125.000 93,750.00 69 3" PLASTIC PIPE (EDGE DRAIN) LF 20.0000 7,200.00 0.000 0.00 70 6" PLASTIC PIPE (EDGE DRAIN) LF 15.0000 73,350.00 0.000 0.00 71 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 100.0000 2,200.00 0.000 0.00 72 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 8,200.00 0.000 0.00 73 FILTER FABRIC SQYD 1.0000 8,810.00 2,891.000 2,891.00 74 CLASS 1 PERMEABLE MATERIAL CY 35.0000 105,700.00 809.000 28,315.00 75 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 19,600.00 294.000 10,290.00 428.500 14,997.50 (.079" THICK) 76 12" ENTRANCE TAPER EA 500.0000 2,000.00 1.000 500.00 3.000 1,500.00 77 12" ANCHOR ASSEMBLY EA 400.0000 9,600.00 9.000 3,600.00 15.000 6,000.00 78 JACKED 30" WELDED STEEL PIPE LF 700.0000 140,000.00 207.000 144,900.00 (.239" THICK) 79 30" STEEL FLARED END SECTION EA 700.0000 1,400.00 1.000 700.00 2.000 1,400.00 80 18" CONCRETE FLARED END SECTION EA 700.0000 7,000.00 4.000 2,800.00 7.000 4,900.00 81 24" CONCRETE FLARED END SECTION EA 750.0000 7,500.00 2.000 1,500.00 6.000 4,500.00 82 12" FLAP GATE EA 1,000.0000 1,000.00 0.000 0.00 83 30" FLAP GATE EA 3,000.0000 3,000.00 0.000 0.00 84 ROCK BLANKET (TYPE 1) SQYD 100.0000 83,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROCK BLANKET (TYPE 2) SQYD 100.0000 23,000.00 0.000 0.00 86 ROCK SLOPE PROTECTION CY 200.0000 1,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 87 ROCK SLOPE PROTECTION CY 150.0000 45,000.00 76.100 11,415.00 187.600 28,140.00 (BACKING NO. 3, METHOD B) 88 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 19,800.00 0.000 0.00 (FACING, METHOD A) 89 SLOPE PAVING (CONCRETE) CY 800.0000 61,600.00 0.000 0.00 F) 90 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 3,200.00 372.700 745.40 540.400 1,080.80 91 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 108,250.00 0.000 0.00 92 MINOR CONCRETE (GUTTER) LF 20.0000 50,260.00 936.000 18,720.00 F) 93 MINOR CONCRETE (SIDEWALK) CY 250.0000 24,000.00 0.000 0.00 94 MISCELLANEOUS IRON AND STEEL LB 1.2500 70,870.00 2,923.500 3,654.38 13,532.500 16,915.63 F) 95 METAL SILHOUETTE LS 30,000.0000 30,000.00 0.000 0.00 96 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 11,480.00 1,640.000 11,480.00 F) 97 CHAIN LINK FENCE (TYPE CL-3) LF 8.0000 22,240.00 0.000 0.00 98 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 11,100.00 0.000 0.00 99 WOOD FENCE LF 50.0000 36,500.00 0.000 0.00 00 4' CHAIN LINK GATE (TYPE CL-3) EA 700.0000 1,400.00 0.000 0.00 01 10' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0.00 02 DELINEATOR (CLASS 1) EA 30.0000 7,500.00 0.000 0.00 03 MARKER (CULVERT) EA 30.0000 2,490.00 0.000 0.00 04 HIGHWAY POST MARKER EA 30.0000 570.00 0.000 0.00 05 MARKER (CULVERT, BARRIER MOUNTED) EA 30.0000 2,310.00 0.000 0.00 06 CONCRETE BARRIER MARKER EA 30.0000 2,070.00 0.000 0.00 07 OBJECT MARKER (TYPE L-1) EA 30.0000 300.00 0.000 0.00 08 METAL BEAM GUARD RAILING LF 25.0000 47,500.00 112.500 2,812.50 650.000 16,250.00 09 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 73,500.00 0.000 0.00 10 PICKET FENCE (TYPE 6) LF 150.0000 487,800.00 333.000 49,950.00 333.000 49,950.00 F) 11 PICKET FENCE (TYPE 7) LF 175.0000 63,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 50) LF 80.0000 112,800.00 0.000 0.00 13 CABLE RAILING LF 15.0000 37,350.00 292.000 4,380.00 906.000 13,590.00 F) 14 REMOVABLE BARRIER POST EA 300.0000 1,800.00 0.000 0.00 15 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0.00 16 END CAP (TYPE A) EA 100.0000 100.00 1.000 100.00 1.000 100.00 17 END CAP (TYPE TC) EA 100.0000 700.00 0.000 0.00 18 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 8,400.00 2.000 1,200.00 7.000 4,200.00 19 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 20 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 32,000.00 2.000 4,000.00 6.000 12,000.00 21 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 50.0000 97,450.00 292.000 14,600.00 292.000 14,600.00 F) 23 CONCRETE BARRIER (TYPE 60A) LF 40.0000 34,800.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE 736A) LF 60.0000 145,200.00 1,100.000 66,000.00 1,100.000 66,000.00 25 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 56,000.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 736S) LF 75.0000 111,750.00 1,488.000 111,600.00 27 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 1,314,000.00 1,476.000 132,840.00 9,296.000 836,640.00 28 CONCRETE BARRIER (TYPE 60R) LF 200.0000 38,000.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 30.0000 390,000.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 35.0000 444,500.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 100.0000 286,000.00 200.000 20,000.00 200.000 20,000.00 32 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 35,000.00 0.000 0.00 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,010.00 0.000 0.00 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 4,440.00 0.000 0.00 (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,850.00 0.000 0.00 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 30.00 0.000 0.00 (BROKEN 6-1) 37 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 31,000.00 0.000 0.00 (BROKEN 36-12) 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 1,100.00 0.000 0.00 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 31,500.00 0.000 0.00 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.081 162.00 0.381 762.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 0.850 21,250.00 42 LIGHTING (MANLOVE PED OC) LS 50,000.0000 50,000.00 0.700 35,000.00 43 LIGHTING (WHITE ROCK PED OC) LS 50,000.0000 50,000.00 0.070 3,500.00 0.700 35,000.00 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.250 6,250.00 0.550 13,750.00 45 EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.150 3,750.00 0.200 5,000.00 46 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.000 0.00 47 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 0.550 13,750.00 48 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.200 5,000.00 49 BOOSTER PUMP ELECTRICAL SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 50 MICROWAVE VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.500 25,000.00 51 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.100 5,000.00 0.500 25,000.00 52 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.300 3,000.00 53 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.150 22,500.00 0.250 37,500.00 54 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.150 15,000.00 0.250 25,000.00 55 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.170 68,000.00 56 FIBER OPTIC SYSTEM LS 500,000.0000 500,000.00 0.100 50,000.00 0.350 175,000.00 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 IRRIGATION SLEEVE LF 20.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 05:16 PM ESTIMATE NO. 10 BID OPENING 09/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,292,476.98 27,311,237.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 521,114.82 997,699.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,813,591.80 28,308,936.94 59 MOBILIZATION LS 5850,000.0000 5,850,000.00 0.950 5,557,500.00 ORIGINAL CONTRACT AMOUNT 58,609,067.50 TOTAL WORK COMPLETED 6,813,591.80 33,866,436.94 MATERIALS ON HAND ON SITE 207,053.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,000.00 TOTAL 6,813,591.80 34,037,489.99 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 11/18/09 500 01/13/10 01/12/10 05/04/11 126 68 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/10