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 11/20/12 EST. NO.37 TIME 01:27 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 --------------------------------------------------------------------------- 019 0010 1,862.50 E.W. @ F.A.(+) 040312 N 200 0 032 0031 17,701.11 E.W. @ F.A.(+) 060410 N 821864 046 0024 5,423.00 E.W. @ F.A.(+) 120710 N 100 0 0025 3,228.50 070312 N 828107 070 0012 4,656.37 E.W. @ F.A.(+) 092710 N 828124 0013 3,353.58 092910 N 828125 0014 1,693.39 093010 N 828126 093 0045 1,860.65 E.W. @ F.A.(+) 050511 N 0446.0 113 0010 14,564.75 E.W. @ F.A.(+) 092911 N 824735 0011 6,484.31 100611 N 824906 0012 1,619.72 092811 N 824907 0013 2,518.62 101111 N 824908 0014 2,185.79 092811 N 824909 124 0005 5,307.05 E.W. @ F.A.(+) 112911 N 828170 130 0005 2,831.17 E.W. @ F.A.(+) 030812 N 828058 0006 1,565.14 030912 N 828059 136 0001 9,988.54 A.C. @ L.S.(+) 110812 N 1 0 139 0001 6,380.00 E.W. @ L.S.(+) 061212 N AGL001 93,224.19 TOTAL THIS ESTIMATE 9,685,241.03 TOTAL PREVIOUS ESTIMATE 9,778,465.22 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/20/12 EST. NO.37 TIME 01:27 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 SEPT SURVEY RESTKNG -1,900.00 22 0.00 -7,900.00 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 PER LTR DATED 12/10 -10,000.00 13 PER LTR DATED 1/2011 -5,000.00 14 PER LTR DATED 2/11 -10,000.00 15 RETURN DEDUCT 9/10 10,000.00 15 PER LTR DATED 3/11 -10,000.00 16 RETURN DEDUCT 10-12 30,000.00 16 PER LTR DATED 5/2011 -3,000.00 18 RETURN 2/11 DEDUCT 10,000.00 19 PER LTR DATED 7/2011 -10,000.00 20 PER LTR DATED 8/2011 -10,000.00 21 RETURN 3/2011 DEDUCT 10,000.00 21 PER LTR DATED 9/2011 -4,000.00 22 PER LTR DATED 10/11 -6,000.00 23 RETURN DEDUCT 5/11 3,000.00 23 PER LTR DATED 11/11 -5,000.00 24 RETURN DEDUCT 9/11 4,000.00 24 PER LTR DATED 12/11 -10,000.00 25 RETURN DEDUCT 1/11 5,000.00 25 RETURN DEDUCT 7/11 10,000.00 26 RETURN DEDUCT 11/11 5,000.00 27 RETURN DEDUCT 10/11 6,000.00 27 PER LTR DATED 3/12 -7,000.00 28 PER LTR DATED 8/12 -5,000.00 34 0.00 -32,000.00 TOTAL DEDUCTIONS 0.00 -39,900.00 PROGRAM CAS145 PAGE 1 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0 003 TIME-RELATED OVERHEAD LS 2,340,000.0000 2,340,000.00 1.000 2,340,000 004 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 80,000.00 11,260.000 56,300 005 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,900.00 809.000 4,045 006 PROTECTION OF MIGRATORY BIRDS LS 20,000.0000 20,000.00 1.000 20,000 007 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 008 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 39,600.00 11,910.000 23,820 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 27,000.00 13.000 39,000 011 TEMPORARY CHECK DAM LF 2.0000 6,000.00 598.000 1,196 012 MOVE-IN/MOVE-OUT EA 100.0000 2,000.00 21.000 2,100 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 107.000 21,400 014 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 14,500.00 482,473.000 48,247 017 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 018 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 019 TYPE III BARRICADE EA 50.0000 2,950.00 59.000 2,950 020 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 2,420.00 1,348.000 1,348 021 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 48,500.00 214,708.000 21,470 022 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 25,500.00 1,228.000 30,700 PROGRAM CAS145 PAGE 2 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 2.5000 59,000.00 18,355.000 45,887 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 025 TEMPORARY RAILING (TYPE K) LF 22.0000 2,244,000.00 105,480.000 2,320,560 026 TEMPORARY CRASH CUSHION MODULE EA 150.0000 60,000.00 545.000 81,750 027 TEMPORARY TRAFFIC SCREEN LF 2.0000 100,600.00 45,974.000 91,948 028 FLUSH CULVERT EA 1,000.0000 4,000.00 4.000 4,000 029 ABANDON CULVERT EA 1,000.0000 19,000.00 7.000 7,000 030 REMOVE FENCE LF 3.0000 63,900.00 20,649.600 61,948 031 REMOVE METAL BEAM GUARD RAILING LF 5.0000 144,500.00 25,406.200 127,031 032 REMOVE FLARED END SECTION EA 300.0000 9,000.00 29.000 8,700 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 30,400.00 1,360.000 680 STRIPE 034 REMOVE TRAFFIC STRIPE LF 0.1000 23,100.00 118,388.000 11,838 035 REMOVE PAVEMENT MARKING SQFT 1.0000 2,600.00 1,470.000 1,470 036 REMOVE CONTRAST TREATMENT SQFT 0.4000 66,681.60 166,704.000 66,681 037 REMOVE ROADSIDE SIGN EA 50.0000 5,000.00 103.000 5,150 038 REMOVE ROADSIDE SIGN EA 50.0000 500.00 1.000 50 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 2,000.0000 36,000.00 18.000 36,000 040 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 16,000.00 8.000 16,000 041 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 600.00 29.000 290 042 REMOVE OVERSIDE DRAIN EA 500.0000 1,500.00 3.000 1,500 043 REMOVE CULVERT EA 1,000.0000 37,000.00 33.000 33,000 044 REMOVE INLET EA 500.0000 18,000.00 36.000 18,000 045 REMOVE DOWNDRAIN EA 500.0000 3,500.00 7.000 3,500 046 REMOVE JUNCTION BOX EA 1,000.0000 1,000.00 0.000 0 047 SALVAGE METAL BEAM GUARD RAILING LF 4.0000 16,200.00 4,065.600 16,262 048 SALVAGE ROADSIDE SIGN (BARRIER MOUNTED) EA 200.0000 400.00 2.000 400 049 RESET ROADSIDE SIGN EA 200.0000 2,200.00 12.000 2,400 PROGRAM CAS145 PAGE 3 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 12.000 2,400 051 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000 052 RELOCATE ROADSIDE SIGN (BARRIER MOUNTED) EA 500.0000 1,500.00 3.000 1,500 053 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000 054 MODIFY INLET EA 1,000.0000 1,000.00 0.000 0 055 MODIFY SIGN STRUCTURE (SAFETY CABLE EA 5,000.0000 5,000.00 1.000 5,000 RETROFIT) 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 44,000.00 3,483.900 34,839 057 REMOVE CONCRETE CY 50.0000 15,000.00 141.000 7,050 058 REMOVE CONCRETE BARRIER LF 15.0000 43,350.00 1,214.000 18,210 059 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 100,022.40 166,704.000 100,022 060 REMOVE SOUND WALL LF 25.0000 12,000.00 484.000 12,100 061 CAP INLET EA 1,000.0000 4,000.00 4.000 4,000 062 BRIDGE REMOVAL, LOCATION A LS 80,000.0000 80,000.00 1.000 80,000 (F) 063 BRIDGE REMOVAL, LOCATION B LS 55,000.0000 55,000.00 1.000 55,000 (F) 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0 066 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 067 ROADWAY EXCAVATION CY 3.0000 576,000.00 191,504.890 574,514 068 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 069 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 070 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 57,112.00 2,485.310 54,676 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 525,150.00 7,039.000 527,925 (F) 072 STRUCTURE EXCAVATION (TIEBACK WALL) CY 91.0000 100,100.00 1,100.000 100,100 (F) 073 PEA GRAVEL BACKFILL CY 235.0000 10,575.00 40.000 9,400 (F) 074 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 58,360.00 1,459.000 58,360 (F) 075 STRUCTURE BACKFILL (SLURRY CEMENT) CY 70.0000 34,300.00 468.240 32,776 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 330,800.00 6,791.000 339,550 (F) PROGRAM CAS145 PAGE 4 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (TIEBACK WALL) CY 170.0000 14,110.00 83.000 14,110 (F) 078 PERVIOUS DITCH LINING SQYD 75.0000 45,600.00 608.000 45,600 (F) 079 SAND BACKFILL CY 60.0000 15,000.00 32.200 1,932 080 DITCH EXCAVATION CY 20.0000 31,200.00 795.080 15,901 081 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 111,750.00 1,552.180 38,804 082 HIGHWAY PLANTING LS 400,000.0000 400,000.00 1.000 400,000 083 EROSION CONTROL (TYPE D) ACRE 1,400.0000 21,000.00 8.500 11,900 084 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 800.00 5.000 500 085 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 1.000 10,000 086 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.080 4,000.00 0.753 37,650 087 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000 088 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 WATER METER EA 30,000.0000 60,000.00 2.000 60,000 091 8" WELDED STEEL PIPE CONDUIT LF 100.0000 94,000.00 1,202.000 120,200 (.250" THICK) 092 EXTEND 8" CONDUIT LF 40.0000 62,400.00 0.000 0 093 BOOSTER PUMP SYSTEM EA 15,000.0000 30,000.00 2.000 30,000 094 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0 095 CLASS 2 AGGREGATE BASE CY 22.0000 2,772,000.00 132,646.400 2,918,220 096 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 7,200.00 202.200 40,440 097 ASPHALT TREATED PERMEABLE BASE CY 80.0000 93,600.00 0.000 0 098 SEAL RANDOM CRACKS LNMI 1,500.0000 84,000.00 0.000 0 099 HOT MIX ASPHALT TON 55.0000 4,906,000.00 87,755.350 4,826,544 100 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 3,007,800.00 17,474.250 1,048,455 101 DATA CORE LS 5,000.0000 5,000.00 0.000 0 102 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 380.00 378.000 378 103 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 17,600.00 13,039.000 13,039 PROGRAM CAS145 PAGE 5 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 310.00 1,196.000 1,196 105 PLACE HOT MIX ASPHALT SQYD 10.0000 38,200.00 1,559.200 15,592 (MISCELLANEOUS AREA) 106 STAMPED ASPHALT SQYD 25.0000 83,500.00 3,104.000 77,600 107 TACK COAT TON 2,000.0000 86,000.00 115.990 231,980 108 REPLACE CONCRETE PAVEMENT CY 400.0000 1,848,000.00 5,185.900 2,074,360 (RAPID STRENGTH CONCRETE) 109 DOWEL BAR RETROFIT EA 60.0000 3,672,000.00 49,136.000 2,948,160 110 GRIND EXISTING CONCRETE SQYD 3.5000 1,379,000.00 397,224.000 1,390,284 PAVEMENT 111 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 1,270,500.00 35,389.700 1,238,639 PILING (SOUND WALL) 112 24" CAST-IN-DRILLED-HOLE CONCRETE LF 40.0000 34,800.00 800.000 32,000 PILING (SOUND WALL) 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 1.000 90,000 114 TIEBACK ANCHOR EA 1,700.0000 487,900.00 288.000 489,600 (F) 115 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 225,375.00 651.250 244,218 (F) 116 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 3,146,000.00 2,864.000 2,978,560 (F) 117 STRUCTURAL CONCRETE, RETAINING WALL CY 830.0000 492,190.00 593.000 492,190 (F) 118 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 321,300.00 588.000 529,200 (TYPE R) 120 CLASS I CONCRETE (RETAINING WALL) CY 350.0000 1,055,950.00 2,979.000 1,042,650 121 PRECAST CONCRETE BOX CULVERT LF 800.0000 296,000.00 370.000 296,000 122 MINOR CONCRETE (MINOR STRUCTURE) CY 300.0000 360,000.00 1,163.230 348,969 (F) 123 MINOR CONCRETE (SOUND WALL) CY 365.0000 430,700.00 1,185.600 432,744 124 MINOR CONCRETE (BACKFILL) CY 200.0000 2,000.00 1.260 252 125 PAVING NOTCH EXTENSION CY 5,000.0000 45,000.00 71.440 357,200 126 GRASS PATTERN TEXTURE SQFT 15.0000 30,765.00 2,051.000 30,765 (F) 127 FRACTURED GRANITE TEXTURE SQFT 5.0000 172,710.00 34,542.000 172,710 (F) 128 FRACTURED RIB TEXTURE SQFT 15.0000 239,550.00 15,970.000 239,550 (F) 129 DRILL AND BOND DOWEL LF 30.0000 2,700.00 87.000 2,610 130 CLEAN EXPANSION JOINT LF 35.0000 39,515.00 1,047.600 36,666 PROGRAM CAS145 PAGE 6 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH POLYESTER CONCRETE OVERLAY CF 65.0000 676,780.00 10,560.474 686,430 132 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 500,112.00 166,704.000 500,112 (F) 133 SOUND WALL (MASONRY BLOCK) SQFT 14.7500 3,310,401.50 226,569.000 3,341,892 (F) 134 JOINT SEAL (MR 1/2") LF 40.0000 11,920.00 248.800 9,952 135 JOINT SEAL (MR 1") LF 70.0000 980.00 14.000 980 136 JOINT SEAL (MR 1 1/2") LF 60.0000 18,300.00 289.200 17,352 137 JOINT SEAL (MR 2") LF 80.0000 46,160.00 561.400 44,912 138 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 621,300.00 1,035,500.000 621,300 (F) 139 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 377,124.00 471,405.000 377,124 (F) 140 SHOTCRETE CY 350.0000 157,850.00 451.000 157,850 (F) 141 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 2,964.000 14,820 (F) WITH WALKWAY) 142 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 14,820.00 2,964.000 14,820 (F) WITH WALKWAY) 143 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,843,616.00 460,904.000 1,843,616 (F) 144 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 230,288.00 460,576.000 230,288 (F) 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 105,000.00 6,759.350 101,390 146 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 2,700.00 178.500 2,677 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 10,900.00 1,031.280 10,312 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 13,200.00 1,026.180 10,261 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,900.00 287.000 2,870 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 194.750 1,947 (0.080"-FRAMED) 151 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 154,000.00 277.000 152,350 (SIGN FOUNDATION) 152 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 270,000.00 442.000 265,200 (SIGN FOUNDATION) 153 ROADSIDE SIGN (BARRIER MOUNTED) EA 800.0000 20,000.00 28.000 22,400 154 ROADSIDE SIGN - ONE POST EA 150.0000 13,500.00 70.000 10,500 155 ROADSIDE SIGN - TWO POST EA 300.0000 5,400.00 16.000 4,800 156 ROADSIDE SIGN (SOUNDWALL MOUNTED) LB 10.0000 7,700.00 477.000 4,770 157 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,680.00 18.000 1,440 METHOD) PROGRAM CAS145 PAGE 7 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 40.0000 8,400.00 205.000 8,200 159 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 300.00 3.000 300 POST (BARRIER MOUNTED) 160 PREPARE AND STAIN CONCRETE SQFT 4.0000 97,660.00 18,907.000 75,628 161 30" REINFORCED CONCRETE PIPE (CLASS II) LF 60.0000 67,800.00 1,119.000 67,140 162 36" REINFORCED CONCRETE PIPE (CLASS II) LF 70.0000 11,900.00 218.300 15,281 163 18" REINFORCED CONCRETE PIPE (CLASS II, LF 40.0000 360,400.00 8,674.600 346,984 RUBBER GASKET JOINT) 164 24" REINFORCED CONCRETE PIPE LF 50.0000 292,000.00 5,721.200 286,060 (CLASS II, RUBBER GASKET JOINT) 165 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 60.0000 26,400.00 421.000 25,260 PIPE (CLASS III, RUBBER GASKET JOINT) 166 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 12,000.00 192.000 11,520 167 24" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 88,500.00 1,764.000 88,200 168 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 93,600.00 3,125.000 93,750 169 3" PLASTIC PIPE (EDGE DRAIN) LF 20.0000 7,200.00 0.000 0 170 6" PLASTIC PIPE (EDGE DRAIN) LF 15.0000 73,350.00 0.000 0 171 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 100.0000 2,200.00 0.000 0 172 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 8,200.00 0.000 0 173 FILTER FABRIC SQYD 1.0000 8,810.00 4,185.000 4,185 174 CLASS 1 PERMEABLE MATERIAL CY 35.0000 105,700.00 1,689.000 59,115 175 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 19,600.00 552.400 19,334 (.079" THICK) 176 12" ENTRANCE TAPER EA 500.0000 2,000.00 4.000 2,000 177 12" ANCHOR ASSEMBLY EA 400.0000 9,600.00 20.000 8,000 178 JACKED 30" WELDED STEEL PIPE LF 700.0000 140,000.00 207.000 144,900 (.239" THICK) 179 30" STEEL FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400 180 18" CONCRETE FLARED END SECTION EA 700.0000 7,000.00 10.000 7,000 181 24" CONCRETE FLARED END SECTION EA 750.0000 7,500.00 9.000 6,750 182 12" FLAP GATE EA 1,000.0000 1,000.00 1.000 1,000 183 30" FLAP GATE EA 3,000.0000 3,000.00 0.000 0 184 ROCK BLANKET (TYPE 1) SQYD 100.0000 83,000.00 799.200 79,920 PROGRAM CAS145 PAGE 8 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK BLANKET (TYPE 2) SQYD 100.0000 23,000.00 124.900 12,490 186 ROCK SLOPE PROTECTION CY 200.0000 1,000.00 4.400 880 (BACKING NO. 1, METHOD B) 187 ROCK SLOPE PROTECTION CY 150.0000 45,000.00 285.900 42,885 (BACKING NO. 3, METHOD B) 188 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 19,800.00 0.000 0 (FACING, METHOD A) 189 SLOPE PAVING (CONCRETE) CY 800.0000 61,600.00 77.000 61,600 (F) 190 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 3,200.00 1,354.200 2,708 191 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 108,250.00 115.470 28,867 192 MINOR CONCRETE (GUTTER) LF 20.0000 50,260.00 2,524.500 50,490 (F) 193 MINOR CONCRETE (SIDEWALK) CY 250.0000 24,000.00 111.610 27,902 194 MISCELLANEOUS IRON AND STEEL LB 1.2500 70,870.00 56,873.000 71,091 (F) 195 METAL SILHOUETTE LS 30,000.0000 30,000.00 1.000 30,000 196 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 11,480.00 1,640.000 11,480 (F) 197 CHAIN LINK FENCE (TYPE CL-3) LF 8.0000 22,240.00 2,795.000 22,360 198 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 11,100.00 1,825.600 27,384 199 WOOD FENCE LF 50.0000 36,500.00 139.200 6,960 200 4' CHAIN LINK GATE (TYPE CL-3) EA 700.0000 1,400.00 2.000 1,400 201 10' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 2.000 3,000 202 DELINEATOR (CLASS 1) EA 30.0000 7,500.00 247.000 7,410 203 MARKER (CULVERT) EA 30.0000 2,490.00 50.000 1,500 204 HIGHWAY POST MARKER EA 30.0000 570.00 18.000 540 205 MARKER (CULVERT, BARRIER MOUNTED) EA 30.0000 2,310.00 77.000 2,310 206 CONCRETE BARRIER MARKER EA 30.0000 2,070.00 106.000 3,180 207 OBJECT MARKER (TYPE L-1) EA 30.0000 300.00 10.000 300 208 METAL BEAM GUARD RAILING LF 25.0000 47,500.00 2,262.500 56,562 209 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 73,500.00 619.900 30,995 210 PICKET FENCE (TYPE 6) LF 150.0000 487,800.00 3,252.000 487,800 (F) 211 PICKET FENCE (TYPE 7) LF 175.0000 63,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 50) LF 80.0000 112,800.00 0.000 0 213 CABLE RAILING LF 15.0000 37,350.00 2,490.000 37,350 (F) 214 REMOVABLE BARRIER POST EA 300.0000 1,800.00 6.000 1,800 215 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 5.000 15,000 216 END CAP (TYPE A) EA 100.0000 100.00 1.000 100 217 END CAP (TYPE TC) EA 100.0000 700.00 4.000 400 218 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 8,400.00 14.000 8,400 219 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 3.000 9,000 220 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 32,000.00 13.000 26,000 221 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000 222 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 50.0000 97,450.00 1,949.000 97,450 (F) 223 CONCRETE BARRIER (TYPE 60A) LF 40.0000 34,800.00 1,440.000 57,600 (F) 224 CONCRETE BARRIER (TYPE 736A) LF 60.0000 145,200.00 2,418.000 145,080 225 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 56,000.00 665.000 53,200 (F) 226 CONCRETE BARRIER (TYPE 736S) LF 75.0000 111,750.00 1,488.000 111,600 227 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 1,314,000.00 14,416.000 1,297,440 228 CONCRETE BARRIER (TYPE 60R) LF 200.0000 38,000.00 89.000 17,800 229 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 30.0000 390,000.00 -2,698.800 -80,964.00 17,724.000 531,720 230 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 35.0000 444,500.00 2,978.000 104,230.00 8,454.000 295,890 231 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 100.0000 286,000.00 1,701.000 170,100 232 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 35,000.00 81,909.000 16,381 233 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,010.00 9,541.000 2,862 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 4,440.00 8,978.000 2,693 (BROKEN 12-3) 235 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,850.00 2,143.000 6,429 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 30.00 323.000 32 (BROKEN 6-1) 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 31,000.00 136,251.000 13,625 (BROKEN 36-12) 238 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 1,100.00 5,160.000 516 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 31,500.00 4,641.000 13,923 240 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 241 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 242 LIGHTING (MANLOVE PED OC) LS 50,000.0000 50,000.00 1.000 50,000 243 LIGHTING (WHITE ROCK PED OC) LS 50,000.0000 50,000.00 1.000 50,000 244 SIGN ILLUMINATION LS 25,000.0000 25,000.00 1.000 25,000 245 EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000 246 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 1.000 5,000 247 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 248 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 1.000 25,000 249 BOOSTER PUMP ELECTRICAL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 250 MICROWAVE VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 251 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000 252 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000 253 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 254 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 255 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000 256 FIBER OPTIC SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 257 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 258 IRRIGATION SLEEVE LF 20.0000 3,500.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-441614 TIME 01:27 PM ESTIMATE NO. 37 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 11/20/12 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 27,266.00 49,702,706.75 ADJUSTMENT OF COMPENSATION 9,988.54 2,945,974.34 EXTRA WORK 83,235.65 6,832,490.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 120,490.19 59,481,171.97 259 MOBILIZATION LS 5,850,000.0000 5,850,000.00 1.000 5,850,000 ORIGINAL CONTRACT AMOUNT 58,609,067.50 TOTAL WORK COMPLETED 120,490.19 65,331,171.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -39,900.00 TOTAL 120,490.19 65,291,271.97 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 11/30/12 497 218 151 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/12