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 11/25/14 EST. NO. 042 TIME 06:13 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 0243 1,784.49 E.W. @ F.A.(+) 100614 N 2141.0 0244 313.10 100814 N 2183.0 0245 151.54 102014 N 2189.0 0246 75.76 102214 N 2193.0 0247 1,465.50 091814 N 2212.0 0248 113.66 103014 N 2248.0 0249 113.66 102914 N 2249.0 0250 206.78 102114 N 2257.0 0251 206.78 101714 N 2259.0 0252 353.81 102314 N 2277.0 0254 277.17 101014 N 2287.0 0255 275.71 102014 N 2334.0 0256 75.77 103114 N 2372.0 004 0347 2,043.25 E.W. @ F.A.(+) 101014 N 2130.0 0348 490.13 101014 N 2274.0 0349 133.67 101314 N 2326.0 022 0098 1,740.52 E.W. @ F.A.(+) 073114 N 2076.0 042 0001 20,000.00 A.C. @ L.S.(+) 012413 N 001 0 059 0001 1,412.40 A.C. @ L.S.(+) 112114 N 001C 0 062 0015-1 -1,350.36 E.W. @ F.A.(+) 081214 N 1920.0 DAO CORRECTING ENTRY 0015-2 1,370.60 081214 N 1920.0 DAO CORRECTING ENTRY 063 0001 2,635.42 E.W. @ F.A.(+) 102213 N 1660.0 0002 2,566.88 102313 N 1661.0 065 0030 2,604.56 E.W. @ F.A.(+) 090814 N 2175.0 068 0021 2,010.58 E.W. @ F.A.(+) 071114 N 1981.1 0022 1,320.63 102314 N 2128.0 0023 1,143.14 102414 N 2335.0 073 0010 10,277.71 E.W. @ F.A.(+) 082114 N 1897.1 074 0001 231.24 E.W. @ F.A.(+) 073114 N 2075.0 0002 1,912.15 080114 N 2077.0 0003 1,993.10 080414 N 2079.0 0004 635.39 090914 N 2177.0 0005 911.09 091014 N 2178.0 0006 3,677.77 080714 N 2208.0 0007 1,137.66 080814 N 2209.0 0008 16,884.00 A.C. @ U.P.(+) 012413 N 008C 0 075 0001 1,046.73 E.W. @ F.A.(+) 072614 N 2104.0 0003 1,398.07 081114 N 2161.0 0004 3,849.49 081214 N 2151.1 0005 1,046.73 080214 N 1985.0 0006 161.41 072514 N 2037.0 0007 190.41 072814 N 2038.0 0008 161.41 073014 N 2040.0 0009 190.41 080114 N 2041.0 0010 190.41 080414 N 2042.0 0011 190.41 080614 N 2043.0 0012 245.28 072414 N 2062.0 0013 228.80 072514 N 2063.0 0014 179.39 072614 N 2064.0 0015 195.84 072714 N 2065.0 0016 245.28 072814 N 2066.0 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 11/25/14 EST. NO. 042 TIME 06:13 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0017 245.28 072914 N 2067.0 0018 245.28 073014 N 2068.0 0019 245.28 073114 N 2069.0 0020 195.84 080414 N 2072.0 0021 245.28 080514 N 2090.0 0022 245.28 080614 N 2091.0 0023 245.28 080714 N 2092.0 0024 195.84 080814 N 2093.0 0025 179.39 080914 N 2094.0 0026 195.84 081014 N 2095.0 0027 245.28 081114 N 2096.0 0028 190.41 081114 N 2044.0 0029 190.41 080814 N 2045.0 0031 1,046.73 080914 N 2210.0 076 0006-1 -2,319.91 E.W. @ F.A.(+) 073114 N 2227.0 DAO CORRECTING ENTRY 0006-2 2,197.85 073114 N 2227.0 DAO CORRECTING ENTRY 0007-1 -1,587.09 080514 N 2228.0 DAO CORRECTING ENTRY 0007-2 1,645.67 080514 N 2228.0 DAO CORRECTING ENTRY 0008-1 -10,285.24 080614 N 2234.0 DAO CORRECTING ENTRY 0008-2 10,298.49 080614 N 2234.0 DAO CORRECTING ENTRY 0009-1 -8,807.85 080814 N 2235.0 DAO CORRECTING ENTRY 0009-2 9,004.03 080814 N 2235.0 DAO CORRECTING ENTRY 0010-1 -485.45 080814 N 2235.1 DAO CORRECTING ENTRY 0010-2 888.62 080814 N 2235.1 DAO CORRECTING ENTRY 0011 540.80 042214 N 2231.0 078 0001 1,027.54 E.W. @ F.A.(+) 091814 N 2213.0 0002 964.57 091914 N 2214.0 0003 662.46 092214 N 2215.0 0004 1,759.91 081514 N 2055.1 0005 1,863.41 081414 N 2056.1 0006 446.74 091914 N 2286.0 083 0001 3,638.24 E.W. @ F.A.(+) 101514 N 2243.0 0002 4,741.64 101614 N 2244.0 086 0001 988.94 E.W. @ F.A.(+) 102214 N 2191.0 0002 220.80 102214 N 2192.0 0003 205.21 101514 N 2332.0 0004 575.15 101514 N 2333.0 112,811.28 TOTAL THIS ESTIMATE 6,132,936.29 TOTAL PREVIOUS ESTIMATE 6,245,747.57 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 11/25/14 EST. NO. 042 TIME 06:13 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANOMALY @ BENT 5 & 6 -600.00 003 CALAVERAS B-3 P- 1 -1,500.00 005 CALAVERAS B-4 P-1 -853.00 005 CALAVERAS B-9 P-7 -54.00 005 CALAVERA P8-B8,P7-B9 -1,675.00 006 CALAVERAS P1-B3 12.00 006 EBMD P2-B4&5, P3-B4 -900.00 006 CV OUT SW6 FOOTING -3,058.00 007 AGG OUT OF COMP 4/18 -41.25 008 LATE LANE CLOSURE -2,000.00 009 SWPP DEFICIENCY -25,000.00 012 SWPP ANNUAL REPORT -10,000.00 012 ITEM 142 CALAVERAS -1,680.00 015 ITEM 42 RW #1 -148.00 015 SWPPP NON COMPIANCE -309,858.00 015 RELEASE SWPPP 309,858.00 016 LATE CPM UPDATE -184,600.22 018 LATE CPM UPDATE -171,345.00 022 LATE CPM UPDATE 184,600.22 023 LATE CPM UPDATE 171,345.00 023 SWPPP ANNUAL REPORT 10,000.00 024 SWPPP DEFICIENCY 25,000.00 024 JPCP OUT OF SPEC -44,630.00 035 JPCP OUT OF SPEC 44,630.00 039 JPCP OUT OF SPEC -22,500.00 039 0.00 -34,997.25 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 MISSING PAYROLLS -1,000.00 004 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 REC'ED PAYROLLS#7 10,000.00 008 MISSING PAYROLLS -10,000.00 009 REC'ED PAYROLL # 4 1,000.00 010 MISSING PAYROLLS -10,000.00 011 MISSING PAYROLLS -10,000.00 012 MISSING PAYROLLS -10,000.00 014 REC'ED PAYROLLS 10,000.00 014 MISSING PAYROLLS -10,000.00 018 REC'ED PAYROLLS 10,000.00 018 REC'ED PAYROLLS 10,000.00 019 REC'ED ALL PAYROLLS 50,000.00 020 MISSING PAYROLLS -2,500.00 029 MISSING PAYROLLS -2,500.00 030 MISSING PAYROLLS -1,000.00 031 MISSING PAYROLLS -1,000.00 032 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/25/14 EST. NO. 042 TIME 06:13 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -10,000.00 033 REC'ED #29,30,32 6,000.00 033 MISSING PAYROLLS -1,000.00 034 REC'ED PAYROLLS #31 1,000.00 034 MISSING PAYROLLS -5,000.00 041 REC'ED PAYROLLS33,34 11,000.00 041 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -39,997.25 PROGRAM CAS145 PAGE 1 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 LOCATION PROGRESS ESTIMATE 10-SJ-5-28.5/35.6 ----------------- R & L BROSAMER INC IN SAN JOAQUIN COUNTY IN STOCKTON 1777 OAKLAND BLVD SUITE 300 FROM 0.4 MILE NORTH OF 8TH STREET WALNUT CREEK CA 94596 UNDERCROSSING TO HAMMER LANE UNDERCROSING FED. AID NO. ACIM- 005(633)E WIDEN BRIDGES AND FREEWAY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,805,000.00 22.000 66,000.00 759.000 2,277,000 003 TEMPORARY REINFORCED SILT FENCE LF 5.0000 8,850.00 2,420.000 12,100 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 109,200.00 18,528.000 55,584 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.024 4,800.00 0.812 162,400 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.010 20.00 0.825 1,650 PREVENTION PLAN 007 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.500 1,500 008 TEMPORARY CREEK DIVERSION SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 009 TEMPORARY FIBER ROLL LF 3.0000 186,900.00 2,125.000 6,375.00 24,278.000 72,834 010 TEMPORARY SILT FENCE LF 2.7500 118,800.00 34,297.000 94,316 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 133,000.00 16.000 56,000 012 TEMPORARY COVER SQYD 1.2500 156,250.00 823.700 1,029.63 33,816.400 42,270 013 MOVE-IN/MOVE-OUT EA 525.0000 6,825.00 12.000 6,300 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 100,000.00 156.000 31,200 015 STREET SWEEPING LS 200,000.0000 200,000.00 0.024 4,800.00 0.812 162,400 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 36,000.0000 36,000.00 0.024 864.00 0.812 29,232 017 TEMPORARY CONSTRUCTION ROADWAY CY 90.0000 199,800.00 1,354.800 121,932 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2500 31,250.00 726.000 181.50 120,850.000 30,212 019 TEMPORARY SOIL BINDER SQYD 0.1500 18,750.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 1,000.0000 4,000.00 3.000 3,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 40,000.00 1.000 400.00 134.000 53,600 022 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.004 320.00 0.524 41,920 PROGRAM CAS145 PAGE 2 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.022 8,800.00 0.831 332,400 024 TYPE II BARRICADE EA 55.0000 880.00 5.000 275 025 TYPE III BARRICADE EA 55.0000 3,685.00 43.000 2,365 026 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 45,200.00 757.000 30,280 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.022 990.00 0.831 37,395 028 TEMPORARY RAILING (TYPE K) LF 6.0000 1,086,000.00 12,360.000 74,160.00 141,767.000 850,602 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 102,000.00 205.000 41,000 030 TEMPORARY CRASH CUSHION MODULE ABSORB EA 3,000.0000 75,000.00 84.630 253,890 350 (TYPE TL3) 031 TEMPORARY TRAFFIC SCREEN LF 5.0000 9,000.00 840.000 4,200 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4500 8,280.00 9,941.000 4,473 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 120,000.00 310.000 310,000 034 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 035 FISH PROTECTION LS 15,000.0000 15,000.00 1.000 15,000 036 ABANDON CULVERT LF 6.0000 12,360.00 624.000 3,744 037 ABANDON INLET EA 600.0000 6,600.00 11.000 6,600 038 REMOVE CHAIN LINK FENCE LF 6.0000 7,260.00 1,216.000 7,296 039 REMOVE METAL BEAM GUARD RAILING LF 6.0000 15,600.00 137.500 825.00 2,780.500 16,683 040 REMOVE FLARED END SECTION EA 250.0000 1,750.00 3.000 750 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 191,450.00 13,300.000 4,655.00 113,373.000 39,680 042 REMOVE PAVEMENT MARKING SQFT 3.0000 9,840.00 1,985.000 5,955 043 REMOVE PAVEMENT MARKER EA 1.0000 10,400.00 575.000 575.00 12,544.000 12,544 044 REMOVE ROADSIDE SIGN EA 150.0000 2,850.00 8.000 1,200.00 19.000 2,850 045 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000 046 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,980.00 10.000 20.00 1,344.000 2,688 047 REMOVE CULVERT LF 18.0000 96,300.00 93.000 1,674.00 3,139.700 56,514 048 REMOVE INLET EA 500.0000 35,500.00 1.000 500.00 53.000 26,500 049 REMOVE HEADWALL EA 500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE PAVEMENT SQYD 1.5000 225,000.00 3,922.650 5,883.98 87,053.240 130,579 051 REMOVE CONCRETE DECK SURFACE SQFT 3.0000 73,845.00 9,242.000 27,726 052 SALVAGE SINGLE THRIE BEAM BARRIER LF 6.0000 73,800.00 12,112.500 72,675 053 SALVAGE DOUBLE THRIE BEAM BARRIER LF 10.0000 130,000.00 12,900.000 129,000 054 SALVAGE METAL BRIDGE RAILING LF 13.0000 67,236.00 5,172.000 67,236 055 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 30.0000 45,600.00 592.000 17,760 056 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 45.0000 20,700.00 259.000 11,655 057 RECONSTRUCT METAL BEAM GUARD RAILING LF 32.0000 9,280.00 25.000 800.00 38.500 1,232 058 ADJUST INLET EA 1,000.0000 4,000.00 1.000 1,000 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 160,200.00 916.000 824.40 7,281.000 6,552 060 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1200 23,729.40 94,927.500 11,391 061 REMOVE SOUND WALL LF 25.0000 11,750.00 330.000 8,250 062 ACCESS OPENING, SOFFIT EA 1,000.0000 56,000.00 29.000 29,000 063 CAP INLET EA 1,500.0000 10,500.00 8.000 12,000 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 18,000.0000 18,000.00 1.000 18,000 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 067 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 068 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 069 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 070 BRIDGE REMOVAL (PORTION), LOCATION G LS 18,000.0000 18,000.00 1.000 18,000 071 BRIDGE REMOVAL (PORTION), LOCATION H LS 45,000.0000 45,000.00 1.000 45,000 072 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000 073 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000 074 BRIDGE REMOVAL (PORTION), LOCATION K LS 12,000.0000 12,000.00 1.000 12,000 075 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 0.980 220,500 076 ROADWAY EXCAVATION CY 15.0000 2,790,000.00 163,176.000 2,447,640 PROGRAM CAS145 PAGE 4 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 16.0000 76,960.00 4,810.000 76,960 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 079 ADL BURIAL LOCATION REPORT LS 20,000.0000 20,000.00 0.000 0 080 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 081 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 53,650.00 1,073.000 53,650 (F) 082 STRUCTURE EXCAVATION (TYPE D) CY 50.0000 18,500.00 370.000 18,500 (F) 083 STRUCTURE EXCAVATION (CRIB WALL) CY 15.0000 38,400.00 1,280.000 19,200 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 5.0000 277,000.00 -104.000 -520.00 56,080.050 280,400 085 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 58,905.00 640.125 54,410 (F) 086 STRUCTURE BACKFILL (CRIB WALL) CY 20.0000 51,000.00 0.000 0 087 STRUCTURE BACKFILL (RETAINING WALL) CY 10.0000 373,000.00 24,179.000 241,790 (F) 088 PERVIOUS BACKFILL MATERIAL (RETAINING CY 25.0000 69,000.00 897.000 22,425 (F) WALL) 089 SAND BACKFILL CY 100.0000 22,000.00 72.650 7,265 090 DITCH EXCAVATION CY 10.0000 83,600.00 101.000 1,010.00 5,087.500 50,875 091 IMPORTED MATERIAL (SHOULDER BACKING) TON 32.0000 16,000.00 0.000 0 092 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.2500 769,500.00 2,809.000 6,320.25 164,884.900 370,991 093 EROSION CONTROL (DRY SEED) (SQFT) SQFT 1.0000 2,200.00 0.000 0 094 COMPOST (INCORPORATE) SQYD 5.0000 1,250.00 0.000 0 095 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 9,350.00 1.000 550.00 6.000 3,300 096 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,000.0000 112,000.00 2.000 8,000.00 13.500 54,000 097 MAINTAIN EXISTING PLANTED AREAS LS 105,000.0000 105,000.00 0.024 2,520.00 0.812 85,260 098 MAINTAIN EXISTING IRRIGATION FACILITIES LS 40,000.0000 40,000.00 0.024 960.00 0.812 32,480 099 IRRIGATION SYSTEM LS 330,000.0000 330,000.00 0.473 156,090 100 8" CORRUGATED HIGH DENSITY LF 30.0000 113,100.00 99.000 2,970.00 2,969.000 89,070 POLYETHYLENE PIPE CONDUIT 101 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,192,400.00 54,611.600 1,529,124 102 AGGREGATE BASE (APPROACH SLAB) CY 65.0000 16,770.00 168.500 10,952 103 CLASS 3 AGGREGATE BASE CY 40.0000 32,080.00 802.000 32,080 PROGRAM CAS145 PAGE 5 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 71.0000 5,722,600.00 132.300 9,393.30 41,726.100 2,962,553 105 SHOULDER RUMBLE STRIP STA 90.0000 3,060.00 0.000 0 (AC, GROUND-IN INDENTATIONS) 106 DATA CORE LS 10,000.0000 10,000.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,680.00 113.000 904.00 113.000 904 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 1,440.00 320.000 2,560.00 320.000 2,560 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,160.00 51.000 408.00 51.000 408 110 PLACE HOT MIX ASPHALT SQYD 60.0000 4,980.00 0.000 0 (MISCELLANEOUS AREA) 111 TACK COAT TON 700.0000 55,300.00 1.160 812.00 18.160 12,712 112 CONTINUOUSLY REINFORCED CONCRETE CY 166.0000 15,504,400.00 138.400 22,974.40 55,224.830 9,167,321 PAVEMENT 113 CONTINUOUSLY REINFORCED CONCRETE LF 4.0000 600.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE A) 114 CONTINUOUSLY REINFORCED CONCRETE LF 80.0000 4,800.00 60.000 4,800 PAVEMENT (TERMINAL JOINT, TYPE B) 115 CONTINUOUSLY REINFORCED CONCRETE LF 75.0000 5,400.00 120.000 9,000 PAVEMENT (TERMINAL JOINT, TYPE C) 116 CONTINUOUSLY REINFORCED CONCRETE LF 16.0000 49,280.00 2,224.000 35,584 PAVEMENT (TERMINAL JOINT, TYPE E) 117 CONTINUOUSLY REINFORCED CONCRETE LF 600.0000 1,824,000.00 714.000 428,400 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 118 CONTINUOUSLY REINFORCED CONCRETE LF 150.0000 456,000.00 1,842.000 276,300 PAVEMENT (EXPANSION JOINT, TYPE WF) 119 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 1,104,000.00 3,219.320 515,091 120 SHOULDER RUMBLE STRIP STA 40.0000 27,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 121 SEAL PAVEMENT JOINT LF 1.3500 352,350.00 2,559.000 3,454 122 SEAL ISOLATION JOINT LF 8.0000 61,280.00 325.500 2,604.00 1,070.500 8,564 123 GROOVE POLYESTER CONCRETE OVERLAY SQYD 14.0000 187,320.00 1,415.000 19,810.00 6,315.000 88,410 (F) 124 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 185.0000 880,970.00 4,756.940 880,033 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 370,750.00 2,966.000 370,750 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 145.0000 158,630.00 1,094.000 158,630 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 226,600.00 824.000 226,600 128 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 385.0000 80,850.00 210.000 80,850 129 FURNISH PILING (CLASS 140) LF 60.0000 117,780.00 1,963.000 117,780 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 DRIVE PILE (CLASS 140) EA 1,250.0000 35,000.00 28.000 35,000 (ALTERNATIVE W) 131 FURNISH PILING LF 30.0000 160,680.00 5,442.000 163,260 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 132 DRIVE PILE EA 1,500.0000 135,000.00 90.000 135,000 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 133 FURNISH PILING (CLASS 200) LF 75.0000 144,675.00 1,929.000 144,675 (ALTERNATIVE W) 134 DRIVE PILE (CLASS 200) EA 1,300.0000 31,200.00 24.000 31,200 (ALTERNATIVE W) 135 FURNISH PILING LF 30.0000 106,230.00 3,541.000 106,230 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 136 DRIVE PILE EA 1,200.0000 76,800.00 64.000 76,800 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 137 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 675,000.00 6,745.250 337,262 PILING (SOUND WALL) 138 PRESTRESSING CAST-IN-PLACE CONCRETE LS 380,000.0000 380,000.00 1.000 380,000 139 PRESTRESSING LS 35,000.0000 35,000.00 0.000 0 (HIGH STRENGTH THREADED RODS) 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 22,000.00 40.000 22,000 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 625.0000 4,881,250.00 7,693.280 4,808,300 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,270,000.00 120.000 45,600.00 15,567.820 5,915,771 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 602,000.00 1,141.000 570,500 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 1,278,000.00 1,639.010 819,505 (TYPE R) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 800.0000 81,600.00 102.000 81,600 (F) 146 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 480,700.00 3.690 4,059.00 255.680 281,248 (F) 147 MINOR CONCRETE (BACKFILL) CY 110.0000 1,430.00 3.950 434 148 PAVING NOTCH EXTENSION CF 225.0000 244,575.00 736.830 165,786 149 DIAPHRAGM BOLSTER EA 2,800.0000 274,400.00 4.200 11,760 150 ARCHITECTURAL TEXTURE (PIER WALL) SQFT 25.0000 37,250.00 1,490.000 37,250 (F) 151 FRACTURED RIB TEXTURE SQFT 1.1000 171,600.00 148,448.710 163,293 152 DRILL AND BOND DOWEL LF 15.0000 56,850.00 3,053.250 45,798 153 CLEAN EXPANSION JOINT LF 18.0000 4,320.00 86.000 1,548 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,700.0000 18,800.00 4.000 18,800 GIRDER (30'-40') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,400.0000 140,400.00 26.000 140,400 GIRDER (40'-50') 156 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 25.0000 339,250.00 11,174.000 279,350 SLAB (TYPE SII) PROGRAM CAS145 PAGE 7 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 30,000.00 30.000 30,000 GIRDER 158 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,100.0000 130,900.00 98.000 107,800 UNIT 159 REINFORCED CONCRETE CRIB WALL (TYPE A) SQFT 60.0000 120,000.00 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 2,376,000.00 12,748.680 1,019,894 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 197,745.00 94,927.500 94,927 (F) 162 CORE AND PRESSURE GROUT HIGH STRENGTH LF 115.0000 29,900.00 0.000 0 THREADED ROD 163 CORE CONCRETE (2") LF 110.0000 1,100.00 0.000 0 164 CORE CONCRETE (8") LF 180.0000 720.00 4.000 720 165 CORE CONCRETE (9") LF 200.0000 15,000.00 0.000 0 166 CORE CONCRETE (12") LF 280.0000 560.00 1.000 280 167 CORE CONCRETE (10") LF 260.0000 520.00 1.000 260 168 CORE CONCRETE (14") LF 360.0000 3,600.00 10.000 3,600 169 CORE CONCRETE (16") LF 475.0000 2,375.00 2.500 1,187 170 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 15.0000 2,715,000.00 94,633.890 1,419,508 171 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 156,480.00 3,195.000 51,120 (F) 172 JOINT SEAL (MR 1/2") LF 40.0000 6,160.00 99.080 3,963 173 JOINT SEAL (MR 1") LF 25.0000 61,475.00 424.000 10,600.00 1,853.920 46,348 174 JOINT SEAL (MR 1 1/2") LF 55.0000 25,410.00 712.000 39,160.00 1,716.000 94,380 175 JOINT SEAL (MR 2") LF 75.0000 51,525.00 148.000 11,100 176 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,341,080.00 2,569,253.000 2,312,327 (F) 177 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,556,561.00 19,233.000 19,233.00 1,493,698.000 1,493,698 (F) 178 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 24,500.00 24,500.000 24,500 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 548,937.00 60,328.000 180,984 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 73,191.60 60,328.000 24,131 (F) 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 22,100.00 366.000 4,758 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,900.00 0.000 0 (0.063"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 18,000.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 25,500.00 0.000 0 (SIGN FOUNDATION) 185 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 126,000.00 75.000 45,000 (SIGN FOUNDATION) 186 METAL (BARRIER MOUNTED SIGN) LB 9.0000 41,310.00 0.000 0 187 METAL (SOUNDWALL MOUNTED SIGN) LB 12.0000 44,880.00 0.000 0 188 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 0.000 0 189 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 190 INSTALL SIGN OVERLAY SQFT 16.0000 256.00 0.000 0 191 12" ALTERNATIVE PIPE CULVERT LF 100.0000 5,200.00 162.100 16,210 192 18" ALTERNATIVE PIPE CULVERT LF 40.0000 181,200.00 48.000 1,920.00 2,153.500 86,140 193 24" ALTERNATIVE PIPE CULVERT LF 46.0000 273,700.00 96.000 4,416.00 3,244.000 149,224 194 JACKED 24" REINFORCED CONCRETE PIPE LF 350.0000 248,500.00 673.400 235,690 (CLASS IV) 195 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 373,500.00 13,174.000 197,610 196 6" PLASTIC PIPE LF 25.0000 61,000.00 780.000 19,500 197 12" ANCHOR ASSEMBLY EA 1,000.0000 28,000.00 12.000 12,000 198 12" ALTERNATIVE PIPE DOWNDRAIN LF 30.0000 96,000.00 -3.000 -90.00 1,463.000 43,890 199 18" ALTERNATIVE PIPE DOWNDRAIN LF 35.0000 14,700.00 235.500 8,242 200 CORRUGATED STEEL PIPE RISER LF 600.0000 46,200.00 20.500 12,300 (0.079" THICK) 201 12" ALTERNATIVE FLARED END SECTION EA 350.0000 32,900.00 2.000 700.00 38.000 13,300 202 18" ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 4.000 1,800 203 36" GCP INLET LF 700.0000 9,800.00 5.900 4,130.00 5.900 4,130 204 DRAINAGE MANHOLE (TYPE 1) LF 250.0000 55,000.00 9.000 2,250.00 107.650 26,912 205 DRAINAGE MANHOLE (TYPE 3) LF 200.0000 6,000.00 19.500 3,900 206 ROCK SLOPE PROTECTION CY 125.0000 91,250.00 3.000 375.00 1,111.530 138,941 (BACKING NO. 2, METHOD B) 207 SLOPE PAVING (PATTERNED CONCRETE) CY 650.0000 111,150.00 8.400 5,460 (F) 208 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 8,500.00 7.000 35.00 1,062.600 5,313 209 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 375,000.00 79.150 39,575.00 574.640 287,320 CONSTRUCTION) 210 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 151,000.00 3,412.900 34,129.00 3,412.900 34,129 PROGRAM CAS145 PAGE 9 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 MISCELLANEOUS IRON AND STEEL LB 2.2500 140,179.50 512.000 1,152.00 25,276.000 56,871 (F) 212 MISCELLANEOUS METAL LB 5.0000 90,000.00 0.000 0 (F) (RESTRAINER - PIPE TYPE) 213 MISCELLANEOUS METAL LB 10.0000 31,600.00 3,160.000 31,600 (F) (RESTRAINER - CABLE TYPE) 214 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 9,000.00 360.000 9,000 (F) 215 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 242,025.00 975.000 7,312.50 14,908.400 111,813 (F) 216 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 129,000.00 8,600.000 64,500.00 8,600.000 64,500 (F) (EDGE DRAIN) 217 6' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 18,000.00 4.000 4,000.00 4.000 4,000 218 OBJECT MARKER (TYPE L) EA 35.0000 140.00 0.000 0 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 113,050.00 1,876.500 65,677 220 TRANSITION RAILING (TYPE WB) EA 2,800.0000 28,000.00 3.000 8,400.00 4.000 11,200 221 TRANSITION RAILING (TYPE DTB) EA 4,500.0000 9,000.00 0.000 0 222 END ANCHOR ASSEMBLY (TYPE CA) EA 1,600.0000 4,800.00 0.000 0 223 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 19,800.00 3.000 6,600.00 3.000 6,600 224 CONCRETE BARRIER (TYPE 60) LF 32.0000 595,200.00 0.000 0 225 CONCRETE BARRIER (TYPE 60E) LF 175.0000 42,000.00 0.000 0 226 CONCRETE BARRIER LF 50.0000 119,800.00 0.000 0 (F) (TYPE 60A MODIFIED) 227 CONCRETE BARRIER (TYPE 736A) LF 65.0000 137,150.00 0.000 0 228 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 119,250.00 274.000 34,250 (F) 229 CONCRETE BARRIER (TYPE 736S) LF 100.0000 67,000.00 375.000 37,500 230 CONCRETE BARRIER (TYPE 736B) LF 180.0000 10,980.00 0.000 0 231 CONCRETE BARRIER LF 90.0000 1,328,760.00 7,683.000 691,470 (F) (TYPE 736A MODIFIED) 232 CONCRETE BARRIER LF 145.0000 3,770.00 0.000 0 (F) (TYPE 736B MODIFIED) 233 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 503,750.00 2,067.000 258,375 234 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 206,640.00 25,530.000 5,361.30 284,966.000 59,842 235 PAINT PAVEMENT MARKING SQFT 3.0000 16,560.00 662.000 1,986.00 4,396.000 13,188 236 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 300.00 4,037.000 10,092.50 9,461.000 23,652 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 45,000.00 1,816.000 5,448.00 12,073.000 36,219 PROGRAM CAS145 PAGE 10 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.016 48.00 0.812 2,436 SYSTEM ELEMENTS DURING CONSTRUCTION 239 LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 0.010 3,000.00 0.581 174,300 240 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.007 3,500.00 0.683 341,500 241 CHANGEABLE MESSAGE SIGN SYSTEM LS 45,000.0000 45,000.00 0.050 2,250 242 FIBER OPTIC SYSTEM LS 465,000.0000 465,000.00 0.873 405,945 243 RELOCATE MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 0.330 2,640 SYSTEM 244 VEHICLE CLASSIFICATION STATION LS 105,000.0000 105,000.00 0.000 0 245 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 06:13 AM ESTIMATE NO. 042 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 11/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 594,465.76 52,964,719.89 ADJUSTMENT OF COMPENSATION 38,296.40 504,894.58 EXTRA WORK 74,514.88 5,740,852.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 707,277.04 59,210,467.46 246 MOBILIZATION LS 8,000,000.0000 8,000,000.00 1.000 8,000,000 ORIGINAL CONTRACT AMOUNT 86,309,895.50 TOTAL WORK COMPLETED 707,277.04 67,210,467.46 MATERIALS ON HAND ON SITE 1,423,395.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -39,997.25 TOTAL 707,277.04 68,593,865.53 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 06/15/11 935 08/22/11 08/09/11 10/16/15 759 58 49 0 72% 77% PROGRESS IS SATISFACTORY DEOL, HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/14