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 01/26/15 EST. NO. 072 TIME 09:06 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 041 0101 2,613.80 E.W. @ F.A.(+) 091314 Y 2767.0 0102 721.58 091314 Y 2768.0 3,335.38 TOTAL THIS ESTIMATE 10,222,362.89 TOTAL PREVIOUS ESTIMATE 10,225,698.27 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 01/26/15 EST. NO. 072 TIME 09:06 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LACKING CPM UPDATES -255,080.00 006 LACKING CPM UPDATES -241,904.59 007 RELEASE SCHEDULE DED 496,984.59 008 MISSING SCH UPDATES -151,094.46 009 RELEASE CPM DEDUCTIN 151,094.46 010 LABOR COMPLIANCE -10,000.00 025 LACKING LAB COMPLIAN -10,000.00 027 LABOR COMPLIANCE 10,000.00 028 LACKING LAB COMPLIAN 10,000.00 028 LCV DEDUCTION STL682 -10,000.00 028 LABOR COMP LTR #751 -2,000.00 030 LAB COMP ISSUE ST870 -10,000.00 041 RELEASE STL682 DEDUC 10,000.00 046 RELEASE DEDUCTION 12,000.00 051 25% FOR CPM NON-COMP -215,723.80 054 RELESE CPM DEDUCTION 215,723.80 055 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 LOCATION PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA ROAD ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 1.000 25,000 002 TIME-RELATED OVERHEAD LS 5,300,000.0000 5,300,000.00 1.000 5,300,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 1,537.700 38,442 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 730.826 10,962 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 1.000 150,000 006 TEMPORARY INLET CAP EA 300.0000 8,400.00 27.000 8,100 007 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 6.000 1,800 008 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 259.200 82,944 STEEL PIPE 009 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 62.550 13,761 CULVERT (TYPE A) 010 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 137.510 30,252 CULVERT (TYPE B) 011 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 13.600 4,420 CULVERT (TYPE B) 012 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000 (S) 013 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 014 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 015 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 1.000 150,000 CONTROL 016 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 1.000 100,000 017 TEMPORARY SILT FENCE M 13.0000 15,600.00 1,211.986 15,755 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 5.000 10,000 019 TEMPORARY COVER M2 4.0000 18,000.00 6,175.866 24,703 020 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 1.000 700 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 30.000 12,000 022 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 1,300.000 1,300 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 45,000.0000 45,000.00 1.000 45,000 024 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 99.910 29,973 025 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 7.000 10,500 026 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 1.000 40,000 (S) 027 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 (S) 028 TYPE II BARRICADE EA 100.0000 5,900.00 6.000 600 (S) 029 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0 (S) 030 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 4.083 306 (S) 031 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 351.000 14,040 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 1,024.000 4,096 (S) 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000 (S) 034 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 13,018.161 781,089 035 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 234.000 58,500 (S) 036 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0 (S) 037 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 7,591.476 75,914 (S) 038 ABANDON CULVERT EA 425.0000 4,250.00 2.000 850 039 ABANDON INLET EA 500.0000 2,500.00 5.000 2,500 040 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 2,192.800 24,120 041 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 302.220 15,111 (S) 042 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 2,298.700 4,597 (S) 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 4,546.520 9,093 (S) STRIPE 044 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 9,703.680 19,407 (S) 045 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 13.980 279 (S) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 10,510.980 15,766 (S) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 12.800 320 (S) 048 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 12,129.020 12,129 (S) 049 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 23.000 3,450 PROGRAM CAS145 PAGE 3 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 5.000 1,000 051 REMOVE ROADSIDE SIGN EA 200.0000 600.00 3.000 600 (STRAP AND SADDLE BRACKET METHOD) 052 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 4.000 16,000 (S) 053 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 75.000 900 054 REMOVE CULVERT M 100.0000 106,000.00 1,170.100 117,010 055 REMOVE INLET EA 265.0000 12,190.00 37.000 9,805 056 REMOVE RETAINING WALL M 105.0000 7,875.00 84.000 8,820 057 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 973.100 32,112 058 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 695.330 18,773 059 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0 (S) 060 PLACE WATER VALVE COVER EA 250.0000 250.00 1.000 250 061 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 1.000 500 062 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000 063 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 25,138.500 50,277 (S) 064 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 141.300 9,891 065 REMOVE CONCRETE CURB M 29.0000 58,000.00 1,993.100 57,799 066 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620 067 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,443.000 21,645 068 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 12.000 1,800 (S) 069 BRIDGE REMOVAL, LOCATION A LS 1,700,000.0000 1,700,000.00 1.000 1,700,000 070 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 071 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 1.000 13,000 072 REMOVE TREE LS 50,000.0000 50,000.00 1.000 50,000 073 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 1.000 38,000 074 ROADWAY EXCAVATION M3 29.1000 625,650.00 21,453.520 624,297 075 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 9,682.230 608,044 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 4 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 336.700 25,252 (F) 078 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 860.000 172,000 (F) AND RESTRICTED MATERIAL) 079 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 417.400 62,610 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 1,490.000 55,130 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 1.180 162 082 SAND BACKFILL M3 200.0000 14,000.00 55.240 11,048 083 IMPORTED BORROW M3 40.2000 258,888.00 7,037.000 282,887 084 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 3,308.810 125,734 085 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 1.000 10,000 (S) INSTALLATION 086 HIGHWAY PLANTING LS 80,000.0000 80,000.00 1.000 80,000 (S) 087 IMPORTED TOPSOIL M3 60.0000 25,800.00 430.000 25,800 (S) 088 ROCK BLANKET M2 110.0000 68,200.00 620.000 68,200 (S) 089 DECOMPOSED GRANITE M2 40.0000 30,000.00 750.000 30,000 (S) 090 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 706.000 10,590 (S) 091 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0 (S) 092 FIBER ROLLS M 10.0000 11,000.00 1,062.680 10,626 (S) 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0 (S) 094 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.080 1,200.00 0.320 4,800 (S) 095 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 1.000 1,000 (S) 096 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 (S) 097 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 9.000 540 (S) POLYETHYLENE PIPE CONDUIT 098 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 12.000 2,400 (S) POLYETHYLENE PIPE CONDUIT 099 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 1,027.030 31,837 100 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 5,923.340 1,332,751 101 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 38,500.000 2,310,000 (CELLULAR CONCRETE) 102 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 29,421.850 2,415,533 103 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 4,863.430 520,387 PROGRAM CAS145 PAGE 5 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 8,650.000 19,030 105 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0 AREA) 106 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 227.680 2,276 107 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 27.430 274 108 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 43.890 438 109 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 149.960 1,499 110 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 6,968.000 15,678 111 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 565.000 22,035 PAVEMENT 112 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 422.300 527,875 113 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 12.000 240,000 (S) 114 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 3,080.000 338,800 (ALTERNATIVE V) 115 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 98.000 176,400 (S) 116 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 61.000 8,540 117 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 8.000 24,000 (S) 118 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 127.000 400,050 PILING (1830 MM) 119 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 3.000 300,000 (S) PILE (1830 MM) 120 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 2,745.450 11,805,435 PILING (2440 MM) 121 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 65.000 5,330,000 (S) PILE (2440 MM) 122 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 (S) 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 272.200 168,764 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 24,100.000 23,352,900 (F) 125 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 490.000 294,000 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 270.000 243,000 (F) (TYPE N) 127 MINOR CONCRETE M3 320.0000 60,800.00 101.920 32,614 128 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 159.233 116,240 (F) 129 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 22.800 13,224 130 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 2,050.000 20,500 (F) PROGRAM CAS145 PAGE 6 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 1,550.000 31,000 (F) 132 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 760.000 15,200 (F) 133 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 64.000 320,000 (S) 134 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 51.000 35,700 (S) 135 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 47.000 32,900 (S) 136 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 94.000 517,000 (S) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 6,818,637.000 8,045,991 (SF) 138 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 723,000.000 1,807,500 (SF)(BRIDGE) 139 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 16,800.000 168,000 (SF) 140 SHOTCRETE M3 500.0000 79,000.00 158.000 79,000 (SF) 141 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 2,200.000 110,000 (SF) 142 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 32,929.000 395,148 (F) 143 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 32,929.000 32,929 (SF) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 84.620 11,423 (F) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 17.000 1,700 (1.6 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 13.000 1,300 (2.0 MM-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 3.700 518 (1.6 MM-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 2.400 360 (2.0 MM-FRAMED) 149 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 240.000 8,640 150 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 21.000 5,250 151 ROADSIDE SIGN EA 150.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 6.000 900 METHOD) 153 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 1.000 50,000 154 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 25.000 3,375 155 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 167.700 31,024 156 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 318.500 52,552 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 281.500 61,930 PROGRAM CAS145 PAGE 7 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 719.400 154,671 159 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 95.100 16,167 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 224.400 54,978 161 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 282.500 76,275 162 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 175.000 54,250 163 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 280.400 75,708 (1.63 MM THICK) 164 WICK DRAIN M 2.3000 276,000.00 83,232.000 191,433 165 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 0.000 0 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 168 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0 (FACING, METHOD B) 169 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 165.000 115,500 CONSTRUCTION) 170 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 7.200 5,040 (S) 171 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 17,894.000 62,629 (SF) 172 ISOLATION CASING KG 5.0000 265,000.00 53,000.000 265,000 (SF) 173 MISCELLANEOUS METAL KG 15.0000 217,500.00 14,500.000 217,500 (SF)(RESTRAINER - PIPE TYPE) 174 MISCELLANEOUS METAL KG 15.0000 54,000.00 3,600.000 54,000 (SF)(RESTRAINER - CABLE TYPE) 175 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 2,250.000 45,000 (SF) 176 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 18,200.000 364,000 (SF) 177 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 725.310 47,870 (S) VINYL-CLAD) 178 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 2,490.000 164,340 (S) 179 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 12.000 18,000 (S) 180 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 1.000 50,000 181 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0 182 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0 183 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 7.600 3,420 (S) 184 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 245.000 36,750 (SF) PROGRAM CAS145 PAGE 8 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 END CAP EA 1,000.0000 2,000.00 0.000 0 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 1.000 7,000 (S) 187 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 1.000 40,000 (S) 188 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 14.000 4,900 (S) 189 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 1,217.030 304,257 190 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 24.000 7,200 191 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 832.600 249,780 192 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 47.500 14,250 193 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 27.440 7,546 194 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 745.000 223,500 (F) 195 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 1,492.000 298,400 (F) 196 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 570.000 171,000 197 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 97.770 4,399 (S) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 23,621.390 29,526 (S) 199 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 940.310 2,350 (S) 200 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 34,418.890 20,651 (S) 201 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 52.970 1,589 (S) 202 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 10,933.000 17,492 (S) 203 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 4,088.000 14,716 (S) 204 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 1.000 40,000 (S) 205 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 1.000 60,000 (S) 206 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000 (S) 207 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.000 0 (S) 208 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 (S) 209 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 210 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 28.000 21,000 211 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 9 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:06 AM ESTIMATE NO. 072 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,200.00 79,218,234.15 ADJUSTMENT OF COMPENSATION 0.00 5,377,388.02 EXTRA WORK 3,335.38 4,848,310.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,535.38 89,443,932.42 213 MOBILIZATION LS 8,765,479.0000 8,765,479.00 1.000 8,765,479 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 4,535.38 98,209,411.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,535.38 98,209,411.42 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 04/20/09 800 06/15/09 06/15/09 09/25/15 1282 71 427 19 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/15