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 01/20/16 EST. NO. 041 TIME 04:56 PM R.E. NAME: GREWAL, SATINDER 04-4A07U4 --------------------------------------------------------------------------- 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 0089 3,220.22 E.W. @ F.A.(+) 033115 N 0587.0 0090 803.50 040915 N 0588.0 0093 290.04 042815 N 0592.0 0095 392.41 011915 N 0333.0 0096 392.41 012115 N 0338.0 0101 71.92 102814 N 0543.0 003 0007 7,900.00 E.W. @ F.A.(+) 102715 N 158587 008 0077 287.18 E.W. @ F.A.(+) 121214 N 0301.0 0078 362.39 121714 N 0311.0 0079 3,094.27 100714 N 0323.0 0080 865.77 012015 N 0335.0 0081 3,784.75 012115 N 0337.0 0082 1,256.31 012215 N 0339.0 010 0001 258.24 E.W. @ F.A.(+) 121713 N REM1 0 0002 1,025.68 121913 N REM020 0003 330.44 122013 N REM030 0004 1,553.09 071914 N REM040 0005 2,568.59 072114 N 159581 0006 214.70 061814 N REM060 0007 214.70 062714 N REM070 0008 1,810.15 100814 N REM080 0009 1,147.94 101014 N REM090 0010 1,810.15 101314 N REM100 0011 1,810.15 101414 N REM110 0012 441.45 101514 N REM120 0013 1,807.31 101615 N REM130 0014 1,765.87 101714 N REM140 0015 1,811.41 102014 N REM150 0016 1,811.41 102114 N REM160 0017 168.93 120913 N REM170 0018 4,190.64 010715 N REM180 0019 4,225.17 011415 N REM190 0020 2,540.86 011515 N REM200 0021 6,580.96 011615 N REM210 0022 3,082.60 011715 N REM220 015 0021 334.83 E.W. @ F.A.(+) 122214 N 0304.0 0022 4,711.87 122314 N 0305.0 0023 2,081.57 011515 N 0329.0 0024 4,711.14 011615 N 0330.0 0025 2,544.56 122914 N 0586.0 031 0006 1,921.34 E.W. @ F.A.(+) 082813 N 0307.0 034 0003 555.80 E.W. @ F.A.(+) 100215 N 0593.0 0004 2,301.23 100815 N 0594.0 0005 1,596.29 100915 N 0595.0 054 0010 1,713.83 E.W. @ U.P (+) 010116 N 0010 0 056 0017 5,806.78 E.W. @ F.A.(+) 070314 N 094005 062 0008 11,137.89 A.C. @ L.S.(+) 120115 N 0008 0 0008-1 -11,137.89 120115 N 0008 0 DAO CORRECTING ENTRY 0008-2 6,888.89 120115 N 0008 0 DAO CORRECTING ENTRY 064 0001 51,568.60 E.W. @ L.S.(+) 010116 N 0001 0 066 0003 17,543.05 E.W. @ F.A.(+) 041015 N 0590.0 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 01/20/16 EST. NO. 041 TIME 04:56 PM R.E. NAME: GREWAL, SATINDER 04-4A07U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 072 0001 62,511.19 A.C. @ U.P.(+) 083015 N 0001 0 073 0001 -317,909.16 A.C. @ U.P.(-) 083015 N 0001 0 0002 -520,644.71 073015 N 0002 0 -607,871.29 TOTAL THIS ESTIMATE 7,028,952.28 TOTAL PREVIOUS ESTIMATE 6,421,080.99 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 01/20/16 EST. NO. 041 TIME 04:56 PM R.E. NAME: GREWAL, SATINDER 04-4A07U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PU 9-26 -35,150.00 002 LATE CLOSURE PU 10-3 -3,000.00 002 SAFETY DEFICIENCY -3,000.00 002 FIXED SAFETY DEF 3,000.00 003 SOURCE INSPECTION -5,000.00 011 SOURCE INSPECTION -5,000.00 011 SOURCE INSPECTION OH -5,000.00 013 UNATHOR CLOSR 111213 -2,500.00 015 RE INSPECT RW3 PLATE -773.10 025 AC PRICE INDEX -520,644.71 036 AC PRICE INDEX -314,567.05 037 SWPPP REPORTS -5,000.00 038 RETURN AC,QCQA 520,644.71 041 RETURN AC,QCQA 314,567.05 041 RETURN SWPPP 5,000.00 041 840,211.76 -56,423.10 LABOR COMPLIANCE VIOLATION VAN GAURD LABOR COMP -10,000.00 015 WAGE VIOLA VAN GAURD -41,015.46 016 VAN GAURD LABOR COMP 10,000.00 017 WAGE VIOLA VAN GAURD 41,015.46 018 0.00 0.00 TOTAL DEDUCTIONS 840,211.76 -56,423.10 PROGRAM CAS145 PAGE 1 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 LOCATION PROGRESS ESTIMATE 04-ALA-580-R4.7/8.2 ----------------- DESILVA GATES CONSTRUCTION IN ALAMEDA COUNTY IN AND NEAR MATHEW P. MASCARO LIVERMORE FROM 1.0 MILE EAST OF 8638 PATTERSON PASS ROAD NORTH FLYNN ROAD TO GREENVILLE LIVERMORE, CA 94550 ROAD UNDERCROSSING FED. AID NO. ACIM-5801(51)E CONST TRUCK CLIMBING LN & RET WALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.750 1,500 002 TEMPORARY REINFORCED SILT FENCE LF 5.0000 137,000.00 2,100.000 10,500 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 26,130.00 9,925.072 29,775 004 TEMPORARY ACTIVE TREATMENT SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.0000 76,000.00 18,650.000 37,300 008 TEMPORARY SILT FENCE LF 2.0000 10,000.00 13,040.000 26,080 009 TEMPORARY GRAVEL BAG BERM LF 10.0000 2,000.00 3,351.000 33,510 010 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 9,500.00 5.000 2,500 011 TEMPORARY COVER SQYD 1.5000 30,000.00 31,051.000 46,576 012 TEMPORARY CHECK DAM LF 5.0000 4,900.00 12,415.000 62,075 013 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 8.000 4,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 205.000 41,000 015 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 54,000.00 722.000 433.20 123,461.000 74,076 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 018 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 7.000 3,500.00 47.000 23,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 13,000.00 2.000 1,000.00 39.000 19,500 021 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,440,000.00 20.000 48,000.00 626.000 1,502,400 022 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 370,000.0000 370,000.00 -0.013 -4,810.00 1.000 370,000 024 TEMPORARY PAVEMENT MARKING SQFT 5.0000 1,800.00 685.000 3,425 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 46,000.00 175,290.000 35,058 026 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,900.00 158.000 5,530 027 FLASHING BEACON (PORTABLE) EA 500.0000 500.00 0.000 0 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000 029 TEMPORARY RAILING (TYPE K) LF 11.0000 500,500.00 270.030 2,970.33 46,410.017 510,510 030 TEMPORARY CRASH CUSHION MODULE EA 150.0000 19,500.00 98.000 14,700 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 9,600.00 1,298.000 649 STRIPE (HAZARDOUS WASTE) 032 ABANDON CULVERT (LF) LF 20.0000 11,800.00 273.000 5,460 033 REMOVE CHAIN LINK FENCE LF 1.0000 2,300.00 2,050.000 2,050 034 REMOVE METAL BEAM GUARD RAILING LF 2.0000 10,260.00 5,093.000 10,186 035 REMOVE DOUBLE METAL BEAM BARRIER LF 2.0000 3,920.00 1,960.000 3,920 036 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.2000 6,100.00 60.600 12 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 12,380.00 32,080.000 6,416 038 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 260.00 33.000 66 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,260.00 25,185.000 5,037 040 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 11,891.000 11,891 041 REMOVE ROADSIDE SIGN EA 100.0000 700.00 1.000 100.00 8.000 800 042 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 4,000.00 2.000 4,000 043 REMOVE CULVERT (LF) LF 10.0000 56,900.00 5,041.000 50,410 044 REMOVE PIPE (LF) LF 10.0000 81,400.00 8,140.000 81,400 045 REMOVE INLET EA 500.0000 28,000.00 53.000 26,500 046 REMOVE HEADWALL EA 1,000.0000 3,000.00 2.000 2,000 047 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 0.000 0 048 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000 049 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 9,300.00 3,383.000 3,383 051 REMOVE CONCRETE BARRIER (TYPE 50) LF 10.0000 51,500.00 5,168.000 51,680 052 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000 053 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 054 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 055 ROADWAY EXCAVATION CY 5.0000 530,000.00 106,000.000 530,000 056 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 057 ADL BURIAL LOCATION REPORT LS 1,000.0000 1,000.00 0.250 250 058 ROADWAY EXCAVATION (TYPE Y-1) CY 5.0000 89,000.00 17,800.000 89,000 (AERIALLY DEPOSITED LEAD) 059 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 19,800.00 1,980.000 19,800 (F) 060 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 5.0000 63,750.00 15,273.000 76,365 (F) 061 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 57,800.00 2,890.000 57,800 (F) 062 STRUCTURE EXCAVATION (TYPE Y-1) CY 5.0000 8,900.00 1,780.000 8,900 (F) (AERIALLY DEPOSITED LEAD) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 78,500.00 1,342.000 67,100 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 23,200.00 365.000 18,250 (F) 065 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 10.0000 90,300.00 12,161.000 121,610 (F) 066 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 170.0000 202,640.00 1,751.000 297,670 (F) 067 LEAN CONCRETE BACKFILL CY 180.0000 264,420.00 2,194.000 394,920 (F) 068 DITCH EXCAVATION CY 10.0000 17,300.00 1,530.000 15,300 069 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.700 7,000 070 IMPORTED BIOFILTRATION SOIL CY 60.0000 5,820.00 97.000 5,820 071 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 2,200.00 0.000 0 072 FIBER ROLLS LF 1.7500 60,200.00 21,200.000 37,100 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 1.000 500.00 10.000 5,000 074 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 27,420.00 21,780.000 1,306.80 810,060.000 48,603 075 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 65,000.00 483,290.000 241,645 (NETTING) 076 CLASS 4 AGGREGATE SUBBASE CY 25.0000 295,000.00 14,811.000 370,275 PROGRAM CAS145 PAGE 4 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ASPHALTIC EMULSION (CURING SEAL) TON 2,000.0000 1,400.00 0.000 0 078 LEAN CONCRETE BASE CY 120.0000 1,047,600.00 8,776.000 1,053,120 079 HOT MIX ASPHALT TON 75.0000 3,000,000.00 48.270 3,620.25 35,628.010 2,672,100 080 HOT MIX ASPHALT (OPEN GRADED) TON 65.0000 640,900.00 0.000 0 081 HOT MIX ASPHALT (LEVELING) TON 75.0000 725,250.00 8,170.000 612,750 082 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 70.0000 1,351,000.00 13,940.950 975,866 083 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 73,600.00 67,880.000 67,880 084 DATA CORE LS 5,000.0000 5,000.00 0.000 0 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 190.00 -32.000 -32.00 511.500 511 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 15,300.00 660.000 660.00 16,561.500 16,561 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 75.00 10,047.000 10,047 088 PLACE HOT MIX ASPHALT SQYD 5.0000 24,650.00 4,930.000 24,650 (MISCELLANEOUS AREA) 089 TACK COAT TON 1.0000 270.00 74.830 74 090 JOINTED PLAIN CONCRETE PAVEMENT CY 128.0000 2,393,600.00 19,375.000 2,480,000 091 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 840,000.00 1,637.475 654,990 (RAPID STRENGTH CONCRETE) 092 SEAL PAVEMENT JOINT LF 3.0000 129,900.00 0.000 0 093 SEAL ISOLATION JOINT LF 3.0000 3,000.00 0.000 0 094 CONCRETE BASE (RAPID STRENGTH CONCRETE) CY 400.0000 76,000.00 156.846 62,738 095 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 315.0000 2,444,400.00 7,999.843 2,519,950 096 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.4000 26,600.00 66,500.000 26,600 097 PAVEMENT TRANSITION TAPER SQYD 10.0000 64,700.00 5,260.000 52,600 098 GRIND EXISTING CONCRETE SQYD 10.0000 82,200.00 8,103.730 81,037 PAVEMENT 099 SOIL NAIL ASSEMBLY LF 17.0000 1,044,123.00 58,745.000 998,665 100 30" DRILLED HOLE LF 36.0000 550,296.00 0.000 0 101 STEEL SOLDIER PILE (W 14 X 211) LF 170.0000 2,590,800.00 0.000 0 102 TIEBACK ANCHOR EA 2,500.0000 1,172,500.00 474.000 1,185,000 103 STRUCTURAL CONCRETE, WALER CY 400.0000 320,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 410,000.00 820.000 410,000 (F) 105 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 451,200.00 419.000 251,400 (F) 106 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 487,000.00 462.520 462,520 (F) 107 ARCHITECTURAL TREATMENT SQFT 2.7000 94,662.00 70,247.000 189,666 (F) 108 REFINISH BRIDGE DECK SQFT 20.0000 32,100.00 0.000 0 109 DOUBLE TWISTED WIRE MESH SYSTEM SQFT 3.5000 173,250.00 44,660.000 156,310 110 ANCHORED WIRE MESH SYSTEM SQFT 10.0000 567,000.00 52,467.000 524,670 111 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 703,700.00 -4,749.710 -4,749.71 231,542.580 231,542 (F) 112 SHOTCRETE CY 300.0000 678,900.00 194.000 58,200.00 3,755.000 1,126,500 (F) 113 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 213,780.00 57,008.000 213,780 (F) 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 14,252.00 57,008.000 14,252 (F) 115 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 10,800.00 720.000 10,800 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 270.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,950.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 450.00 30.000 450 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,820.00 55.000 1,100 (0.080"-FRAMED) 120 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 78,400.00 110.500 88,400 (SIGN FOUNDATION) 121 ROADSIDE SIGN - ONE POST EA 250.0000 4,500.00 11.000 2,750.00 11.000 2,750 122 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 4.000 1,600 123 TIMBER LAGGING MFBM 900.0000 177,300.00 0.000 0 (F) 124 CLEAN AND PAINT STEEL SOLDIER PILE LS 40,000.0000 40,000.00 0.000 0 125 PREPARE AND STAIN CONCRETE SQFT 2.2000 157,403.40 15,472.000 34,038.40 62,203.000 136,846 126 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 184,800.00 2,991.000 179,460 127 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 33,500.00 670.000 33,500 128 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 55,800.00 972.000 58,320 129 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 57,000.00 1,034.000 62,040 130 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 90.0000 57,600.00 756.000 68,040 PROGRAM CAS145 PAGE 6 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TRENCH DRAIN LF 80.0000 60,000.00 540.000 43,200 132 18" REINFORCED CONCRETE PIPE LF 200.0000 96,000.00 586.000 117,200 133 24" REINFORCED CONCRETE PIPE LF 250.0000 45,000.00 174.000 43,500 134 36" REINFORCED CONCRETE PIPE LF 250.0000 50,000.00 264.000 66,000 135 48" REINFORCED CONCRETE PIPE LF 200.0000 480,000.00 2,564.000 512,800 136 JACKED 36" REINFORCED CONCRETE PIPE LF 1,000.0000 220,000.00 220.000 220,000 (CLASS IV) 137 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 22,100.00 276.000 27,600 138 18" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 115,000.00 538.000 53,800 139 24" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 174,000.00 1,392.000 167,040 140 36" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 38,400.00 158.000 23,700 141 18" SLOTTED CORRUGATED STEEL PIPE LF 80.0000 106,400.00 1,330.000 106,400 (.079" THICK) 142 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 12,200.00 1,861.000 18,610 143 6" NON-PERFORATED PLASTIC PIPE LF 20.0000 600.00 30.000 600 UNDERDRAIN 144 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 266,000.00 13,479.000 269,580 145 8" NON-PERFORATED PLASTIC PIPE LF 30.0000 8,400.00 278.000 8,340 UNDERDRAIN 146 GEOCOMPOSITE DRAIN SQFT 2.0000 26,480.00 34,695.000 69,390 147 PERMEABLE MATERIAL CY 50.0000 30,050.00 431.000 21,550 148 GEOMEMBRANE (TYPE B) SQYD 20.0000 24,600.00 780.000 15,600 149 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 40.0000 768,000.00 15,464.000 618,560 150 36" CORRUGATED STEEL PIPE INLET LF 500.0000 9,000.00 16.110 8,055.00 34.110 17,055 (.079" THICK) 151 GRATED LINE DRAIN LF 125.0000 42,500.00 -2,400.000 -300,000.00 3,214.000 401,750 152 18" WELDED STEEL PIPE (.250" THICK) LF 200.0000 5,600.00 186.000 37,200 153 12" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 154 18" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 2.000 1,000 155 24" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 156 INLET DEPRESSION EA 2,000.0000 12,000.00 0.000 0 157 MINOR CONCRETE (BACKFILL) CY 150.0000 2,250.00 110.000 16,500 PROGRAM CAS145 PAGE 7 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 POLYURETHANE INJECTION GROUTING LB 7.0000 396,200.00 56,227.000 393,589 159 ROCK SLOPE PROTECTION CY 200.0000 3,800.00 21.670 4,334 (BACKING NO. 1 METHOD B) 160 MINOR CONCRETE (CHANNEL LINING) CY 1,000.0000 4,000.00 3.110 3,110 161 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 10,500.00 5,421.000 5,421 162 MINOR CONCRETE (GUTTER) (LF) LF 20.0000 50,400.00 2,520.000 50,400 163 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 2,100.00 3.000 2,100 CONSTRUCTION) 164 WATER QUALITY WEIR EA 3,000.0000 48,000.00 16.000 48,000 165 MISCELLANEOUS IRON AND STEEL LB 1.0000 70,758.00 65,951.000 65,951 (F) 166 MISCELLANEOUS METAL LB 10.0000 31,780.00 0.000 0 (F) 167 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 70.000 2,450.00 70.000 2,450 168 MARKER (CULVERT) EA 50.0000 1,950.00 0.000 0 169 OBJECT MARKER EA 50.0000 700.00 5.000 250.00 5.000 250 170 OBJECT MARKER (TYPE L-1) EA 50.0000 200.00 2.000 100.00 2.000 100 171 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,400.00 900.000 18,000 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 50,800.00 1,275.000 51,000 173 CHAIN LINK RAILING LF 40.0000 100,800.00 0.000 0 (F) 174 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 30.0000 14,700.00 531.300 15,939 175 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 30,800.00 725.000 29,000 176 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 3.000 9,000 177 TRANSITION RAILING (TYPE WB) (MODIFIED) EA 3,000.0000 3,000.00 1.000 3,000 178 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 4.000 3,000 179 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500 180 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 10,000.00 5.000 10,000 181 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 1.000 5,000 182 CONCRETE BARRIER (TYPE 60) LF 40.0000 39,600.00 340.000 13,600 183 CONCRETE BARRIER (TYPE 60A) LF 35.0000 70,490.00 814.000 28,490 (F) 184 CONCRETE BARRIER (TYPE 60C) LF 50.0000 297,500.00 5,950.000 297,500 PROGRAM CAS145 PAGE 8 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60D) LF 35.0000 114,065.00 3,259.000 114,065 (F) 186 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 77,040.00 963.000 77,040 (F) 187 CONCRETE BARRIER (TYPE 742A) LF 100.0000 88,000.00 880.000 88,000 (F) 188 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 19,000.00 0.000 0 189 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 880.00 0.000 0 190 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,680.00 0.000 0 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 22,200.00 0.000 0 (BROKEN 34-14) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 310.00 0.000 0 (BROKEN 17-7) 193 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 36,400.00 11,319.000 22,638 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 19,380.00 3,774.000 11,322 195 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 196 LIGHTING (STAGE CONSTRUCTION) LS 10,000.0000 10,000.00 0.750 7,500 197 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.426 21,300 198 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.506 50,600 199 ROADWAY WEATHER INFORMATION LS 50,000.0000 50,000.00 0.056 2,800 200 RAMMED AGGREGATE PIERS/STONE COLUMNS LF 26.0000 327,600.00 12,407.000 322,582 201 TEMPORARY CONSTRUCTION ROADWAY CY 25.0000 30,000.00 2,724.560 68,114 202 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 38,500.00 842.000 42,100 203 CONCRETE (GUTTER LINING) CY 500.0000 34,000.00 68.000 34,000 204 CONCRETE BACKFILL (RAPID STRENGTH CY 175.0000 60,725.00 688.980 120,571 CONCRETE) PROGRAM CAS145 PAGE 9 DATE 01/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 04:56 PM ESTIMATE NO. 041 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 01/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -139,657.73 28,572,718.14 ADJUSTMENT OF COMPENSATION -769,153.79 -267,228.82 EXTRA WORK 161,282.50 6,688,309.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -747,529.02 34,993,799.13 205 MOBILIZATION LS 3,730,000.0000 3,730,000.00 1.000 3,730,000 ORIGINAL CONTRACT AMOUNT 37,473,039.40 TOTAL WORK COMPLETED -747,529.02 38,723,799.13 MATERIALS ON HAND ON SITE 31,910.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 840,211.76 -56,423.10 TOTAL 92,682.74 38,699,286.03 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 07/16/12 600 09/10/12 09/10/12 07/06/16 608 231 124 0 91% 84% PROGRESS IS SATISFACTORY GREWAL, SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/16