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 09/23/10 EST. NO.09 TIME 10:51 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 --------------------------------------------------------------------------- 001 0031 302.22 E.W. @ F.A.(+) 060110 N 0042.0 0032 343.23 060210 N 0043.0 0033 776.33 060410 N 0050.0 015 0006 1,150.05 E.W. @ F.A.(+) 052810 N 0039.0 0007 167.98 060310 N 0049.0 016 0002 1,710.00 E.W. @ U.P (+) 032310 N 2 0 020 0001 4,175.00 E.W. @ F.A.(+) 061910 N 0078.0 0003 2,247.77 062210 N 0080.0 0004 2,283.37 062310 N 0081.0 0005 1,319.55 062510 N 0082.0 0006 4,163.15 062810 N 0083.0 0007 4,116.31 072210 N 0084.0 0008 3,234.35 072310 N 0085.0 0009 4,548.29 072610 N 0086.0 0014 4,548.29 080210 N 0091.0 0015 4,740.51 080310 N 0092.0 0016 4,793.25 080410 N 0093.0 0018 4,241.69 080910 N 0094.0 0019 4,333.15 081010 N 0095.0 0020 4,364.16 081110 N 0096.0 0021 4,119.20 081210 N 0097.0 026 0002 1,350.00 E.W. @ L.S.(+) 051310 N 2 0 032 0003 14,022.17 E.W. @ F.A.(+) 060210 N 0044.0 0005 15,176.57 060410 N 0053.0 92,226.59 TOTAL THIS ESTIMATE 384,358.28 TOTAL PREVIOUS ESTIMATE 476,584.87 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 09/23/10 EST. NO.09 TIME 10:51 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 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 20,000.00 -20,000.00 TOTAL DEDUCTIONS 20,000.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 LOCATION RERUN 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 0.077 180,180.00 0.393 919,620.00 04 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 80,000.00 10,121.000 50,605.00 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 0.138 2,760.00 07 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.077 1,925.00 0.265 6,625.00 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 8,035.000 16,070.00 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 (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 0.077 1,925.00 0.265 6,625.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.077 1,540.00 0.192 3,840.00 16 TEMPORARY SOIL BINDER SQYD 0.1000 14,500.00 14,520.000 1,452.00 112,229.000 11,222.90 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 0.188 94,000.00 19 TYPE III BARRICADE EA 50.0000 2,950.00 0.000 0.00 20 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 2,420.00 745.000 745.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 48,500.00 82,013.000 8,201.30 114,649.000 11,464.90 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 25,500.00 12.000 300.00 PROGRAM CAS145 PAGE 2 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,000.00 803.000 2,007.50 16,260.000 40,650.00 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.077 770.00 0.265 2,650.00 25 TEMPORARY RAILING (TYPE K) LF 22.0000 2,244,000.00 13,520.000 297,440.00 70,010.000 1,540,220.00 26 TEMPORARY CRASH CUSHION MODULE EA 150.0000 60,000.00 39.000 5,850.00 237.000 35,550.00 27 TEMPORARY TRAFFIC SCREEN LF 2.0000 100,600.00 8,160.000 16,320.00 10,710.000 21,420.00 28 FLUSH CULVERT EA 1,000.0000 4,000.00 0.000 0.00 29 ABANDON CULVERT EA 1,000.0000 19,000.00 0.000 0.00 30 REMOVE FENCE LF 3.0000 63,900.00 396.000 1,188.00 19,519.600 58,558.80 31 REMOVE METAL BEAM GUARD RAILING LF 5.0000 144,500.00 4,788.000 23,940.00 10,913.500 54,567.50 32 REMOVE FLARED END SECTION EA 300.0000 9,000.00 2.000 600.00 18.000 5,400.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 30,400.00 190.000 95.00 1,410.000 705.00 STRIPE 34 REMOVE TRAFFIC STRIPE LF 0.1000 23,100.00 9,636.000 963.60 69,240.000 6,924.00 35 REMOVE PAVEMENT MARKING SQFT 1.0000 2,600.00 1,318.000 1,318.00 36 REMOVE CONTRAST TREATMENT SQFT 0.4000 66,681.60 0.000 0.00 37 REMOVE ROADSIDE SIGN EA 50.0000 5,000.00 0.000 0.00 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 2.000 4,000.00 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 19.000 19,000.00 44 REMOVE INLET EA 500.0000 18,000.00 14.000 7,000.00 45 REMOVE DOWNDRAIN EA 500.0000 3,500.00 1.000 500.00 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 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 33,035.500 99,106.50 120,936.000 362,808.00 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 2,236.310 49,198.82 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 525,150.00 7,002.000 525,150.00 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 58,360.00 190.000 7,600.00 1,168.000 46,720.00 F) 75 STRUCTURE BACKFILL (SLURRY CEMENT) CY 70.0000 34,300.00 69.000 4,830.00 134.990 9,449.30 F) 76 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 330,800.00 3,140.000 157,000.00 F) PROGRAM CAS145 PAGE 4 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 2,380.00 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 0.000 0.00 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 8.500 11,900.00 84 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 800.00 1.000 100.00 1.000 100.00 85 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.077 770.00 0.165 1,650.00 86 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 87 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.077 770.00 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 5,642.000 124,124.00 35,719.000 785,818.00 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 18,507.000 1,017,885.00 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 0.000 0.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 17,600.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 9.040 18,080.00 9.040 18,080.00 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 7,800.000 468,000.00 28,800.000 1,728,000.00 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 1,228.250 42,988.75 20,476.000 716,660.00 PILING (SOUND WALL) 12 24" CAST-IN-DRILLED-HOLE CONCRETE LF 40.0000 34,800.00 125.000 5,000.00 469.250 18,770.00 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 40.000 15,000.00 517.000 193,875.00 F) 16 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 3,146,000.00 82.000 85,280.00 1,651.000 1,717,040.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL CY 830.0000 492,190.00 141.000 117,030.00 575.000 477,250.00 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 1,055,950.00 675.000 236,250.00 2,925.000 1,023,750.00 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 48.000 14,400.00 140.500 42,150.00 F) 23 MINOR CONCRETE (SOUND WALL) CY 365.0000 430,700.00 15.000 5,475.00 1,153.000 420,845.00 24 MINOR CONCRETE (BACKFILL) CY 200.0000 2,000.00 0.000 0.00 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 1,371.000 20,565.00 2,051.000 30,765.00 F) 27 FRACTURED GRANITE TEXTURE SQFT 5.0000 172,710.00 9,613.000 48,065.00 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 66.000 1,980.00 30 CLEAN EXPANSION JOINT LF 35.0000 39,515.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 32 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 500,112.00 0.000 0.00 F) 33 SOUND WALL (MASONRY BLOCK) SQFT 14.7500 3,310,401.50 17,180.000 253,405.00 133,004.000 1,961,809.00 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 40,260.000 24,156.00 677,665.000 406,599.00 F) 39 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 377,124.00 66,627.000 53,301.60 471,405.000 377,124.00 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 54,900.000 219,600.00 54,900.000 219,600.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 230,288.00 54,900.000 27,450.00 54,900.000 27,450.00 F) 45 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 105,000.00 0.000 0.00 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 35.000 19,250.00 112.000 61,600.00 (SIGN FOUNDATION) 52 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 270,000.00 122.000 73,200.00 122.000 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 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,209.000 40,836.00 61 30" REINFORCED CONCRETE PIPE (CLASS II) LF 60.0000 67,800.00 808.000 48,480.00 808.000 48,480.00 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 1,217.000 48,680.00 2,427.000 97,080.00 RUBBER GASKET JOINT) 64 24" REINFORCED CONCRETE PIPE LF 50.0000 292,000.00 2,633.000 131,650.00 4,218.200 210,910.00 (CLASS II, RUBBER GASKET JOINT) 65 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 60.0000 26,400.00 0.000 0.00 PIPE (CLASS III, RUBBER GASKET JOINT) 66 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 12,000.00 101.000 6,060.00 67 24" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 88,500.00 1,764.000 88,200.00 1,764.000 88,200.00 68 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 93,600.00 2,325.000 69,750.00 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 2,520.000 2,520.00 2,891.000 2,891.00 74 CLASS 1 PERMEABLE MATERIAL CY 35.0000 105,700.00 809.000 28,315.00 809.000 28,315.00 75 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 19,600.00 59.500 2,082.50 134.500 4,707.50 (.079" THICK) 76 12" ENTRANCE TAPER EA 500.0000 2,000.00 2.000 1,000.00 2.000 1,000.00 77 12" ANCHOR ASSEMBLY EA 400.0000 9,600.00 2.000 800.00 6.000 2,400.00 78 JACKED 30" WELDED STEEL PIPE LF 700.0000 140,000.00 7.000 4,900.00 207.000 144,900.00 (.239" THICK) 79 30" STEEL FLARED END SECTION EA 700.0000 1,400.00 1.000 700.00 1.000 700.00 80 18" CONCRETE FLARED END SECTION EA 700.0000 7,000.00 3.000 2,100.00 3.000 2,100.00 81 24" CONCRETE FLARED END SECTION EA 750.0000 7,500.00 1.000 750.00 4.000 3,000.00 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 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 3,000.00 111.500 16,725.00 (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 3,200.00 102.000 204.00 167.700 335.40 91 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 108,250.00 0.000 0.00 92 MINOR CONCRETE (GUTTER) LF 20.0000 50,260.00 309.000 6,180.00 936.000 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 10,609.000 13,261.25 10,609.000 13,261.25 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 47,500.00 537.500 13,437.50 537.500 13,437.50 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 0.000 0.00 F) 11 PICKET FENCE (TYPE 7) LF 175.0000 63,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,350.00 614.000 9,210.00 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 0.000 0.00 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 5.000 3,000.00 5.000 3,000.00 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 4.000 8,000.00 4.000 8,000.00 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 0.000 0.00 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 0.000 0.00 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 2,826.000 254,340.00 7,820.000 703,800.00 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 0.000 0.00 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 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.300 600.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 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 0.100 5,000.00 0.630 31,500.00 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.100 2,500.00 0.300 7,500.00 45 EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.050 1,250.00 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 0.350 8,750.00 0.500 12,500.00 48 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.100 2,500.00 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 0.350 17,500.00 0.500 25,000.00 51 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.250 12,500.00 0.400 20,000.00 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 0.100 15,000.00 54 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 55 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.100 40,000.00 0.170 68,000.00 56 FIBER OPTIC SYSTEM LS 500,000.0000 500,000.00 0.250 125,000.00 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 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 10:51 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,292,424.50 21,018,760.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 92,226.59 476,584.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,384,651.09 21,495,345.14 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 3,384,651.09 27,052,845.14 MATERIALS ON HAND ON SITE 608,398.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -36,000.00 TOTAL 3,404,651.09 27,625,244.11 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 05/04/11 103 68 0 0 45% 40% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/10