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 11/22/10 EST. NO.12 TIME 10:56 AM 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 --------------------------------------------------------------------------- 007 0051 601.51 E.W. @ F.A.(+) 082410 Y 5140.1 0052 601.51 082510 Y 5141.1 0055 70.88 081610 Y 5166.0 021 0011 351.15 E.W. @ F.A.(+) 101410 Y 5182.0 023 0006 3,016.70 E.W. @ F.A.(+) 032210 Y 5030.0 028 0006 899.43 E.W. @ F.A.(+) 062110 Y 5105.0 031 0002 30,000.00 E.W. @ L.S.(+) 111910 N 2 0 034 0003 1,386.00 E.W. @ F.A.(+) 082710 Y 5174.0 078 0002 6,015.10 E.W. @ F.A.(+) 101910 Y 5187.0 0003 1,796.09 102010 Y 5188.0 0004 614.79 101810 Y 5186.1 45,353.16 TOTAL THIS ESTIMATE 997,699.69 TOTAL PREVIOUS ESTIMATE 1,043,052.85 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 11/22/10 EST. NO.12 TIME 10:56 AM 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 RECEIVED FHWA 1391 10,000.00 11 0.00 0.00 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 PER LTR DATED 11/10 -10,000.00 12 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 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 0.555 1,298,700.00 04 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 80,000.00 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 0.300 6,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.081 2,025.00 0.427 10,675.00 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 50,000.000 100,000.00 66,722.500 133,445.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 27,000.00 2.000 6,000.00 12.000 36,000.00 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 2.000 200.00 8.000 800.00 (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 0.427 10,675.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.081 1,620.00 0.354 7,080.00 16 TEMPORARY SOIL BINDER SQYD 0.1000 14,500.00 77,140.000 7,714.00 279,237.000 27,923.70 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 0.350 175,000.00 19 TYPE III BARRICADE EA 50.0000 2,950.00 12.000 600.00 20 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 2,420.00 871.000 871.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 48,500.00 165,734.000 16,573.40 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 25,500.00 208.000 5,200.00 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,959.000 42,397.50 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.081 810.00 0.427 4,270.00 25 TEMPORARY RAILING (TYPE K) LF 22.0000 2,244,000.00 3,420.000 75,240.00 73,930.000 1,626,460.00 26 TEMPORARY CRASH CUSHION MODULE EA 150.0000 60,000.00 28.000 4,200.00 276.000 41,400.00 27 TEMPORARY TRAFFIC SCREEN LF 2.0000 100,600.00 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 30 REMOVE FENCE LF 3.0000 63,900.00 20,419.600 61,258.80 31 REMOVE METAL BEAM GUARD RAILING LF 5.0000 144,500.00 2,245.000 11,225.00 14,308.500 71,542.50 32 REMOVE FLARED END SECTION EA 300.0000 9,000.00 1.000 300.00 22.000 6,600.00 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 70,968.000 7,096.80 35 REMOVE PAVEMENT MARKING SQFT 1.0000 2,600.00 1,470.000 1,470.00 36 REMOVE CONTRAST TREATMENT SQFT 0.4000 66,681.60 14,538.000 5,815.20 166,704.000 66,681.60 37 REMOVE ROADSIDE SIGN EA 50.0000 5,000.00 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 1.000 2,000.00 7.000 14,000.00 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 1.000 1,000.00 24.000 24,000.00 44 REMOVE INLET EA 500.0000 18,000.00 1.000 500.00 18.000 9,000.00 45 REMOVE DOWNDRAIN EA 500.0000 3,500.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 2,982.000 8,946.00 123,918.000 371,754.00 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 2,485.310 54,676.82 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 525,150.00 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 1,188.000 47,520.00 F) 75 STRUCTURE BACKFILL (SLURRY CEMENT) CY 70.0000 34,300.00 109.790 7,685.30 264.630 18,524.10 F) 76 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 330,800.00 6,791.000 339,550.00 F) PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 2.000 200.00 3.000 300.00 85 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.081 810.00 0.327 3,270.00 86 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.081 4,050.00 87 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.081 810.00 0.246 2,460.00 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 1,803.000 39,666.00 66,387.000 1,460,514.00 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 96.920 5,330.60 35,492.420 1,952,083.10 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 53.000 53.00 182.000 182.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 17,600.00 2,315.000 2,315.00 7,492.000 7,492.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 310.00 972.000 972.00 1,080.000 1,080.00 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 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 49,136.000 2,948,160.00 10 GRIND EXISTING CONCRETE SQYD 3.5000 1,379,000.00 19,653.000 68,785.50 19,653.000 68,785.50 PAVEMENT 11 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 1,270,500.00 1,675.000 58,625.00 25,380.250 888,308.75 PILING (SOUND WALL) 12 24" CAST-IN-DRILLED-HOLE CONCRETE LF 40.0000 34,800.00 566.500 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 50.250 18,843.75 567.250 212,718.75 F) 16 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 3,146,000.00 28.000 29,120.00 1,682.000 1,749,280.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL CY 830.0000 492,190.00 593.000 492,190.00 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 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 360,000.00 611.400 183,420.00 763.100 228,930.00 F) 23 MINOR CONCRETE (SOUND WALL) CY 365.0000 430,700.00 1,173.400 428,291.00 24 MINOR CONCRETE (BACKFILL) CY 200.0000 2,000.00 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 87.000 2,610.00 30 CLEAN EXPANSION JOINT LF 35.0000 39,515.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 32 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 500,112.00 54,277.000 162,831.00 F) 33 SOUND WALL (MASONRY BLOCK) SQFT 14.7500 3,310,401.50 6,944.000 102,424.00 178,070.000 2,626,532.50 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 14.000 980.00 14.000 980.00 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 51.000 4,080.00 51.000 4,080.00 38 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 621,300.00 23,866.000 14,319.60 706,813.000 424,087.80 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 1,843,616.00 309,176.000 1,236,704.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 230,288.00 212,400.000 106,200.00 F) 45 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 105,000.00 7,516.670 112,750.05 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,525.000 10,100.00 18,907.000 75,628.00 61 30" REINFORCED CONCRETE PIPE (CLASS II) LF 60.0000 67,800.00 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 2,146.000 85,840.00 4,686.500 187,460.00 RUBBER GASKET JOINT) 64 24" REINFORCED CONCRETE PIPE LF 50.0000 292,000.00 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 PIPE (CLASS III, RUBBER GASKET JOINT) 66 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 12,000.00 117.000 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 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 37.000 1,295.00 465.500 16,292.50 (.079" THICK) 76 12" ENTRANCE TAPER EA 500.0000 2,000.00 1.000 500.00 4.000 2,000.00 77 12" ANCHOR ASSEMBLY EA 400.0000 9,600.00 2.000 800.00 17.000 6,800.00 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 2.000 1,400.00 80 18" CONCRETE FLARED END SECTION EA 700.0000 7,000.00 7.000 4,900.00 81 24" CONCRETE FLARED END SECTION EA 750.0000 7,500.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 300.00 189.600 28,440.00 (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 10.000 20.00 550.400 1,100.80 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 12,113.500 15,141.88 25,646.000 32,057.50 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 1,062.500 26,562.50 1,712.500 42,812.50 09 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 73,500.00 0.000 0.00 10 PICKET FENCE (TYPE 6) LF 150.0000 487,800.00 982.000 147,300.00 1,315.000 197,250.00 F) 11 PICKET FENCE (TYPE 7) LF 175.0000 63,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,350.00 768.000 11,520.00 1,674.000 25,110.00 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 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 9.000 5,400.00 19 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 20 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 32,000.00 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 97,450.00 623.000 31,150.00 915.000 45,750.00 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 1,318.000 79,080.00 2,418.000 145,080.00 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 1,314,000.00 544.000 48,960.00 9,840.000 885,600.00 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 2,939.000 88,170.00 2,939.000 88,170.00 30 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 35.0000 444,500.00 3,080.000 107,800.00 3,080.000 107,800.00 31 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 100.0000 286,000.00 200.000 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 100.00 0.431 862.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 0.900 22,500.00 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 0.700 35,000.00 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.050 1,250.00 0.600 15,000.00 45 EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 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 0.150 3,750.00 0.700 17,500.00 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 0.500 25,000.00 52 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.400 4,000.00 0.700 7,000.00 53 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.050 7,500.00 0.300 45,000.00 54 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.250 25,000.00 55 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.380 152,000.00 0.550 220,000.00 56 FIBER OPTIC SYSTEM LS 500,000.0000 500,000.00 0.010 5,000.00 0.360 180,000.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:56 AM ESTIMATE NO. 12 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 11/19/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,833,309.33 29,144,546.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 45,353.16 1,043,052.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,878,662.49 30,187,599.42 59 MOBILIZATION LS 5850,000.0000 5,850,000.00 0.050 292,500.00 1.000 5,850,000.00 ORIGINAL CONTRACT AMOUNT 58,609,067.50 TOTAL WORK COMPLETED 2,171,162.49 36,037,599.42 MATERIALS ON HAND ON SITE 212,155.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -36,000.00 TOTAL 2,161,162.49 36,213,755.18 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 05/06/11 146 69 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/10