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 06/23/15 EST. NO. 030 TIME 07:22 AM R.E. NAME: GREWAL, SATINDER 04-2908E4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0115 2,996.95 E.W. @ F.A.(+) 091014 N 0686.0 0126 2,160.68 031115 N 0739.0 0127 1,136.10 031315 N 0740.0 0139 952.18 022615 N 0681.0 0140 2,073.27 030415 N 0682.0 013 0002 5,503.17 E.W. @ F.A.(+) 081414 N 0745.0 014 0016 818.54 E.W. @ F.A.(+) 021315 N 0656.0 0017 1,868.64 022415 N 0657.0 039 0009 7,006.49 E.W. @ F.A.(+) 031814 N 0332.0 042 0016 5,753.00 E.W. @ F.A.(+) 102914 N 0747.0 0017 3,935.96 102914 N 0748.0 0018 2,903.38 103014 N 0752.0 0020 5,632.00 103014 N 0754.0 0021 1,590.95 103014 N 0755.0 0022 969.40 103114 N 0756.0 0034 391,420.92 E.W. @ L.S.(+) 060115 N 0034 0 043 0012 1,188.00 E.W. @ F.A.(+) 071714 N 0644.0 0013 1,210.00 071814 N 0645.0 051 0024 1,944.80 E.W. @ F.A.(+) 011215 N 101068 057 0009 2,123.86 E.W. @ F.A.(+) 111214 N 0704.0 059 0007 1,892.05 E.W. @ F.A.(+) 022315 N 0734.0 445,080.34 TOTAL THIS ESTIMATE 10,792,977.97 TOTAL PREVIOUS ESTIMATE 11,238,058.31 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 06/23/15 EST. NO. 030 TIME 07:22 AM R.E. NAME: GREWAL, SATINDER 04-2908E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE POLES OUT OF STATE -5,000.00 006 OUT OF STATE DEDUCT -5,000.00 008 RESTAKING #32 12HRS -4,260.00 011 RESTAKE CHARGE 5 HR -1,775.00 020 0.00 -16,035.00 LABOR COMPLIANCE VIOLATION NON COMPLIANCE -5,000.00 011 RETURN 5000 BACK LCV 5,000.00 016 0.00 0.00 TOTAL DEDUCTIONS 0.00 -16,035.00 PROGRAM CAS145 PAGE 1 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-580-R14.6/R21.6 ----------------------- DESILVA GATES CONSTRUCTION LP IN ALAMEDA COUNTY IN LIVERMORE, 8638 PATTERSON PASS ROAD PLEASANTON, AND DUBLIN FROM 0.3 LIVERMORE, CA 94550 MILE EAST OF AIRWAY BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF SAN RAMON/FOOTHILL RD OVERCROSSING FED. AID NO. ACIM-5801(54)E ROADWAY WIDENING AND REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 500.00 0.850 4,250 002 TEMPORARY FENCE (TYPE ESA) LF 5.0000 550.00 72.000 360 003 TEMPORARY FENCE (WILDLIFE EXCLUSION) LF 6.0000 135,600.00 17,470.000 104,820 004 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.010 150.00 1.000 15,000 005 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.050 100.00 0.950 1,900 PREVENTION PLAN 006 TEMPORARY SILT FENCE LF 2.0000 11,080.00 14,183.000 28,366 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 10.000 20,000 008 TEMPORARY COVER SQYD 3.0000 3,000.00 1,573.180 4,719 009 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 11,900.00 166.000 23,240 010 STREET SWEEPING LS 25,000.0000 25,000.00 0.010 250.00 0.995 24,875 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.010 100.00 0.995 9,950 012 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 26.000 13,000 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 9,450.00 20.000 3,000 015 WATER QUALITY MONITORING REPORT EA 500.0000 5,000.00 0.000 0 016 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 150.0000 7,500.00 7.000 1,050 017 TIME-RELATED OVERHEAD (LS) LS 1,150,000.0000 1,150,000.00 1.000 1,150,000 018 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.850 25,500 019 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 1.000 275,000 020 TYPE III BARRICADE EA 100.0000 400.00 4.000 400 021 TEMPORARY PAVEMENT MARKING SQFT 2.0000 760.00 75.000 150 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 61,500.00 370,745.000 55,611 PROGRAM CAS145 PAGE 2 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 27,600.00 708.000 21,240 024 TEMPORARY PAVEMENT MARKER EA 3.0000 77,400.00 24,185.000 72,555 025 TEMPORARY RAILING (TYPE K) LF 8.0000 680,000.00 78,960.000 631,680 026 TEMPORARY RAILING (TYPE K, BART) LF 15.0000 39,300.00 0.000 0 027 TEMPORARY CRASH CUSHION MODULE EA 100.0000 59,000.00 507.000 50,700 028 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 60,000.00 11.000 33,000 029 SAFETY CONSTRUCTION FENCE LF 10.0000 26,200.00 0.000 0 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 18,200.00 36,773.000 14,709 STRIPE (HAZARDOUS WASTE) 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 TEMPORARY CREEK DIVERSION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000 033 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 034 ABANDON CULVERT (LF) LF 10.0000 7,000.00 997.000 9,970 035 REMOVE CHAIN LINK FENCE LF 1.0000 3,290.00 3,280.000 3,280 036 REMOVE METAL BEAM GUARD RAILING LF 2.0000 11,080.00 5,566.000 11,132 037 REMOVE SINGLE THRIE BEAM BARRIER LF 5.0000 650.00 3,693.750 18,468 038 REMOVE DOUBLE THRIE BEAM BARRIER LF 5.0000 10,500.00 2,037.500 10,187 039 REMOVE FLARED END SECTION EA 200.0000 1,000.00 4.000 800 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 35,000.00 175,540.000 43,885 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,880.00 2,276.000 6,828 042 REMOVE PAVEMENT MARKER EA 1.0000 16,200.00 16,902.000 16,902 043 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 3.000 300.00 8.000 800 044 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 25,000.00 11.000 27,500 045 REMOVE CULVERT (LF) LF 10.0000 53,900.00 5,390.000 53,900 046 REMOVE INLET EA 500.0000 20,000.00 59.000 29,500 047 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000 048 REMOVE CONCRETE PAVERS SQYD 20.0000 2,600.00 18.800 376 049 REMOVE PORTLAND CEMENT CONCRETE PAVEMENT SQYD 10.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PORTLAND CEMENT CONCRETE PAVEMENT SQYD 40.0000 254,800.00 12,957.180 518,287 (PRECAST CONCRETE PANEL) 051 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 500.00 0.000 0 052 REMOVE BASE AND SURFACING CY 10.0000 14,600.00 493.000 4,930 053 RECONSTRUCT CONCRETE BARRIER LF 300.0000 2,700.00 9.000 2,700.00 9.000 2,700 (TYPE 27A MODIFIED) 054 RECONSTRUCT BART BARRIER LF 160.0000 411,200.00 2,556.250 409,000 055 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 7,600.00 2.000 400.00 15.000 3,000 056 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 4,750.00 2.000 500 057 RELOCATE ROADSIDE SIGN EA 100.0000 5,100.00 2.000 200 (STRAP AND SADDLE BRACKET METHOD) 058 RELOCATE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000 059 ADJUST INLET EA 1,000.0000 16,000.00 1.000 1,000.00 5.000 5,000 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 145,000.00 17,431.000 17,431.00 171,853.000 171,853 061 REMOVE CONCRETE CY 60.0000 9,600.00 96.800 5,808 062 REMOVE CONCRETE (CURB) LF 3.0000 6,480.00 2,154.000 6,462 063 REMOVE CONCRETE BARRIER LF 10.0000 19,000.00 1,542.000 15,420 064 REMOVE CONCRETE BARRIER SLAB LF 20.0000 8,800.00 436.000 8,720 065 REMOVE UNSOUND CONCRETE CF 500.0000 3,000.00 6.000 3,000 (F) 066 CAP INLET EA 1,000.0000 4,000.00 3.000 3,000 067 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 0.000 0 068 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000 069 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000 070 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 071 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 1.000 75,000 072 ROADWAY EXCAVATION CY 25.0000 1,810,000.00 61,199.730 1,529,993 073 ROADWAY EXCAVATION (TYPE Y-1) CY 30.0000 15,000.00 471.000 14,130 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 075 ADL BURIAL LOCATION REPORT LS 2,000.0000 2,000.00 0.500 1,000 076 IMPORTED MATERIAL (SHOULDER BACKING) TON 50.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 26,400.00 132.000 26,400 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 39,050.00 1,578.000 39,450 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 14,025.00 420.750 10,518 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 300.0000 16,800.00 56.000 16,800 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 56,640.00 1,459.000 58,360 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 3,150.00 47.250 2,362 (F) 083 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,300.00 108.000 10,800 (F) WALL) 084 SAND BACKFILL CY 200.0000 11,400.00 57.000 11,400 085 DITCH EXCAVATION CY 30.0000 2,310.00 77.000 2,310.00 113.000 3,390 086 SOIL NAIL ASSEMBLY LF 32.0000 175,040.00 1,675.000 53,600 087 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.380 9,500 088 IMPORTED BIOFILTRATION SOIL CY 100.0000 9,000.00 30.000 3,000.00 30.000 3,000 089 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 26,500.00 240.000 12,000 090 FIBER ROLLS LF 2.0000 44,400.00 1,800.000 3,600.00 22,100.000 44,200 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 5,200.00 4.000 2,600 092 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 7,000.0000 49,000.00 8.000 56,000 093 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 30,050.00 24,296.000 12,148.00 40,636.000 20,318 (NETTING) 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 20,000.0000 20,000.00 0.850 17,000 095 LIME TON 150.0000 183,000.00 1,115.860 167,379 096 LIME STABILIZED SOIL SQYD 1.0000 44,000.00 42,713.340 42,713 097 CLASS 4 AGGREGATE SUBBASE CY 10.0000 319,000.00 20,088.590 200,885 098 CLASS 3 AGGREGATE BASE CY 50.0000 108,000.00 48.000 2,400.00 1,850.300 92,515 099 ASPHALTIC EMULSION (CURING SEAL) TON 1.0000 94.00 92.000 92 100 LEAN CONCRETE BASE CY 9.1500 269,925.00 20,906.600 191,295 101 LEAN CONCRETE BASE (RAPID SETTING) CY 325.0000 364,000.00 1,707.300 554,872 102 ASPHALT TREATED PERMEABLE BASE CY 90.0000 155,700.00 598.000 53,820.00 1,466.590 131,993 103 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 56,000.00 903.000 316,050 PROGRAM CAS145 PAGE 5 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 80.0000 10,560,000.00 7,957.480 636,598.40 118,969.760 9,517,580 105 HOT MIX ASPHALT (OPEN GRADED) TON 65.0000 1,098,500.00 9,878.170 642,081.05 9,878.170 642,081 106 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 2,696,000.00 29,458.770 2,356,701 107 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 220.00 228.000 228 PAVEMENT INTERLAYER) 108 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 184,000.00 187,657.000 187,657 (PAVING MAT) 109 DATA CORE LS 5,000.0000 5,000.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 820.00 0.000 0 111 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 500.00 0.000 0 112 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 6,680.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 3,860.00 0.000 0 114 PLACE HOT MIX ASPHALT SQYD 100.0000 2,200.00 0.000 0 (MISCELLANEOUS AREA) 115 TACK COAT TON 1.0000 380.00 10.000 10.00 337.360 337 116 INDIVIDUAL SLAB REPLACEMENT PRECAST CY 675.0000 1,626,750.00 2,884.260 1,946,875 CONCRETE PANEL 117 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 696,000.00 3,091.000 618,200 118 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 925.0000 1,147,000.00 150.000 138,750 119 SEAL PAVEMENT JOINT LF 1.5000 23,700.00 3,960.000 5,940 120 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 23,100.00 11,274.670 16,912 121 DOWEL BAR RETROFIT EA 100.0000 64,000.00 264.000 26,400 122 FURNISH 24" DIAMETER PRECAST PRESTRESSED LF 130.0000 66,560.00 512.000 66,560 (F) CONCRETE PILING 123 DRIVE 24" DIAMETER PRECAST PRESTRESSED EA 9,000.0000 117,000.00 13.000 117,000 (F) CONCRETE PILING 124 FURNISH PILING (CLASS 140) LF 45.0000 28,890.00 642.000 28,890 (ALTERNATIVE Y) (MODIFIED) 125 DRIVE PILE (CLASS 140) (ALTERNATIVE Y) EA 9,000.0000 90,000.00 10.000 90,000 (MODIFIED) 126 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 380,000.00 380.000 380,000 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 591,000.00 856.000 513,600 (F) 128 MINOR CONCRETE CY 300.0000 18,000.00 56.000 16,800 129 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 224,000.00 230.800 230,800 (F) 130 MINOR CONCRETE (BACKFILL) CY 200.0000 2,600.00 29.400 5,880 PROGRAM CAS145 PAGE 6 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PAINT BRIDGE IDENTIFICATION LS 500.0000 500.00 1.000 500 132 FRACTURED RIB TEXTURE SQFT 6.0000 39,378.00 3,965.000 23,790 (F) 133 DRILL AND BOND DOWEL LF 25.0000 10,200.00 448.000 11,200 134 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 65.0000 8,775.00 135.000 8,775 135 CLEAN EXPANSION JOINT LF 25.0000 5,000.00 0.000 0 (F) 136 RAPID SETTING CONCRETE PATCH CF 250.0000 1,500.00 6.000 1,500 (F) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 78,000.00 6.000 78,000 GIRDER (70'-80') 138 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 30,000.00 6.000 30,000 GIRDER 139 REFINISH BRIDGE DECK SQFT 20.0000 2,820.00 176.000 3,520 140 JOINT SEAL (MR 1/2") LF 30.0000 1,530.00 51.000 1,530 (F) 141 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 119,022.50 95,218.000 119,022 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 143,800.50 68,417.000 102,625 (F) 143 SHOTCRETE CY 500.0000 65,000.00 22.000 11,000 (F) 144 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 757,800.00 156,090.000 468,270 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 50,520.00 119,160.000 23,832 (F) 146 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 45,750.00 670.000 10,050.00 3,050.000 45,750 (F) 147 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 4,500.00 0.000 0 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 1,650.00 0.000 0 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 5,400.00 12.000 120.00 12.000 120 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 720.00 20.000 240 (0.080"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 400.00 0.000 0 (0.063"-FRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,400.00 0.000 0 (0.080"-FRAMED) 153 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 297,000.00 100.000 90,000.00 300.000 270,000 (SIGN FOUNDATION) 154 METAL (BARRIER MOUNTED SIGN) LB 15.0000 24,780.00 148.000 2,220.00 148.000 2,220 (F) 155 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 1.000 250 156 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0 157 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 7 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN OVERLAY SQFT 75.0000 900.00 0.000 0 159 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 3,200.00 0.000 0 160 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 150.00 0.000 0 EXISTING POST 161 18" ALTERNATIVE PIPE CULVERT LF 50.0000 98,000.00 1,973.000 98,650 162 24" ALTERNATIVE PIPE CULVERT LF 60.0000 377,400.00 6,290.000 377,400 163 30" ALTERNATIVE PIPE CULVERT LF 700.0000 1,400.00 2.000 1,400 164 36" ALTERNATIVE PIPE CULVERT LF 125.0000 50,000.00 402.000 50,250 165 42" ALTERNATIVE PIPE CULVERT LF 100.0000 179,000.00 1,810.000 181,000 166 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 10,200.00 152.000 4,560.00 152.000 4,560 167 3" PLASTIC PIPE (EDGE DRAIN) LF 8.0000 41,680.00 4,680.000 37,440 168 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 9,400.00 470.000 9,400 169 GRATED LINE DRAIN LF 80.0000 264,000.00 3,296.000 263,680 170 12" WELDED STEEL PIPE (.134" THICK) LF 300.0000 10,200.00 34.000 10,200 171 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 2.000 800 172 24" ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 1.000 500 173 ROCK SLOPE PROTECTION CY 300.0000 4,500.00 0.000 0 (NO. 2, METHOD B) 174 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 660.00 0.000 0 175 MINOR CONCRETE (CHANNEL LINING) CY 450.0000 9,900.00 27.000 12,150 176 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 94,500.00 189.300 85,185 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) LF 25.0000 25,325.00 1,013.000 25,325 (F) 178 MINOR CONCRETE (BART CROSSWALK) CY 1,000.0000 4,000.00 0.000 0 179 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.0000 136,800.00 14,147.970 84,887 180 MISCELLANEOUS IRON AND STEEL LB 1.0000 34,186.00 19,152.000 19,152 (F) 181 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 36,195.00 1,767.000 26,505 182 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 19,000.00 1,664.000 16,640 183 DELINEATOR (CLASS 1) EA 40.0000 10,000.00 0.000 0 184 GUARD RAILING DELINEATOR EA 40.0000 8,400.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 76,400.00 1,500.000 30,000.00 3,726.000 74,520 186 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 95,200.00 400.000 16,000.00 2,007.000 80,280 187 CHAIN LINK RAILING (TYPE 7) LF 50.0000 10,900.00 218.000 10,900 (F) 188 CONCRETE BARRIER (TYPE K) LF 30.0000 1,200.00 0.000 0 189 PIPE HANDRAILING LF 100.0000 3,200.00 32.000 3,200 190 TUBULAR HANDRAILING (MODIFIED) LF 75.0000 13,350.00 178.000 13,350 (F) 191 CONCRETE BARRIER (TYPE 25) LF 100.0000 21,800.00 218.000 21,800 (F) 192 TRANSITION RAILING (TYPE WB) EA 3,000.0000 42,000.00 6.000 18,000.00 14.000 42,000 193 END CAP EA 100.0000 1,700.00 10.000 1,000.00 17.000 1,700 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 6,000.00 6.000 3,000.00 12.000 6,000 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 3.000 7,500 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 42,000.00 11.000 22,000.00 21.000 42,000 197 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 0.000 0 198 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 0.000 0 199 CONCRETE BARRIER (TYPE 60) LF 60.0000 82,800.00 1,378.300 82,698 200 CONCRETE BARRIER (TYPE 60C) LF 70.0000 1,071,000.00 16,220.520 1,135,436 201 CONCRETE BARRIER (TYPE 60D) LF 45.0000 45,585.00 330.000 14,850 (F) 202 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 200.0000 6,000.00 24.000 4,800.00 30.000 6,000 203 CONCRETE BARRIER (TYPE 60R) LF 300.0000 9,900.00 33.000 9,900.00 33.000 9,900 204 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 100.0000 37,400.00 134.000 13,400.00 374.000 37,400 (F) 205 CONCRETE BARRIER (TYPE 732) LF 125.0000 14,500.00 116.000 14,500 (F) 206 CONCRETE BARRIER (TYPE 736A) LF 70.0000 61,110.00 673.000 47,110.00 873.000 61,110 (F) 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 40,800.00 0.000 0 208 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 9,600.00 0.000 0 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,790.00 0.000 0 (BROKEN 12-3) 210 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 10,860.00 0.000 0 211 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 16,100.00 0.000 0 (BROKEN) PROGRAM CAS145 PAGE 9 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,600.00 0.000 0 213 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 23,970.00 0.000 0 214 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 215 LIGHTING (BART) LS 25,000.0000 25,000.00 1.000 25,000 216 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.955 382,000 217 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.970 145,500 (STAGE CONSTRUCTION) 218 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.030 300.00 1.000 10,000 (LOCATION 1) 219 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.020 200.00 1.000 10,000 (LOCATION 2) 220 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.020 200.00 1.000 10,000 (LOCATION 3) 221 EXTINGUISHABLE MESSAGE SIGN (LED) EA 10,000.0000 30,000.00 0.000 0 222 HIGHWAY ADVISORY RADIO SYSTEM LS 50,000.0000 50,000.00 0.093 4,650.00 0.993 49,650 (LOCATION 1) 223 HIGHWAY ADVISORY RADIO SYSTEM LS 25,000.0000 25,000.00 0.080 2,000.00 0.980 24,500 (LOCATION 2) 224 RELOCATE MODEL 500 CHANGEABLE MESSAGE LS 10,000.0000 10,000.00 0.750 7,500 SIGN SYSTEM 225 RELOCATE MICROWAVE VEHICLE DETECTION LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM (LOCATION 1) 226 RELOCATE MICROWAVE VEHICLE DETECTION LS 5,000.0000 5,000.00 0.000 0 SYSTEM (LOCATION 2) 227 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 15,000.0000 15,000.00 0.000 0 STATION (LOCATION 1) 228 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 15,000.0000 15,000.00 0.000 0 STATION (LOCATION 2) 229 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 15,000.0000 15,000.00 0.000 0 STATION (LOCATION 3) 230 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 5,000.0000 5,000.00 0.000 0 STATION (LOCATION 4) 231 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 5,000.0000 5,000.00 0.000 0 STATION (LOCATION 5) 232 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 5,000.0000 5,000.00 0.000 0 STATION (LOCATION 6) 233 TRAFFIC MONITORING STATION (LOCATION 1) LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 234 TRAFFIC MONITORING STATION (LOCATION 2) LS 5,000.0000 5,000.00 1.000 5,000 235 TRAFFIC MONITORING STATION (LOCATION 3) LS 75,000.0000 75,000.00 0.076 5,700.00 0.976 73,200 236 TRAFFIC MONITORING STATION (LOCATION 4) LS 75,000.0000 75,000.00 0.120 9,000.00 0.850 63,750 237 TRAFFIC MONITORING STATION (LOCATION 5) LS 50,000.0000 50,000.00 0.230 11,500.00 0.850 42,500 238 TRAFFIC MONITORING STATION (LOCATION 6) LS 10,000.0000 10,000.00 0.058 580.00 0.858 8,580 PROGRAM CAS145 PAGE 10 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TRAFFIC MONITORING STATION (LOCATION 7) LS 75,000.0000 75,000.00 0.049 3,675.00 0.869 65,175 240 TRAFFIC MONITORING STATION (LOCATION 8) LS 75,000.0000 75,000.00 0.017 1,275.00 0.947 71,025 241 TRAFFIC MONITORING STATION (LOCATION 9) LS 25,000.0000 25,000.00 0.147 3,675.00 0.867 21,675 242 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0 (LOCATION 1) 243 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.450 11,250 (LOCATION 2) 244 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.480 12,000 (LOCATION 3) 245 CAMERA UNIT EA 5,000.0000 15,000.00 0.000 0 246 CAMERA CONTROL UNIT EA 5,000.0000 15,000.00 0.000 0 247 VIDEO ENCODER UNIT EA 5,000.0000 15,000.00 0.000 0 248 LONG LEAD-IN CABLE LOOP DETECTOR EA 1,000.0000 6,000.00 0.000 0 SENSOR UNIT 249 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,500.0000 3,000.00 0.000 0 MODEM ASSEMBLY 250 RAMP METERING SYSTEM LS 75,000.0000 75,000.00 0.980 73,500 (STAGE CONSTRUCTION) 251 RAMP METERING SYSTEM (LOCATION 1) LS 25,000.0000 25,000.00 0.150 3,750 252 RAMP METERING SYSTEM (LOCATION 2) LS 25,000.0000 25,000.00 0.251 6,275.00 0.451 11,275 253 RAMP METERING SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 0.000 0 254 RAMP METERING SYSTEM (LOCATION 4) LS 25,000.0000 25,000.00 0.365 9,125.00 0.565 14,125 255 RAMP METERING SYSTEM (LOCATION 5) LS 25,000.0000 25,000.00 0.015 375.00 0.565 14,125 256 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.920 46,000 (LOCATION 6) 257 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.150 7,500.00 0.850 42,500 (LOCATION 7) 258 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.300 7,500.00 0.850 21,250 (LOCATION 8) 259 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.850 21,250 (LOCATION 9) 260 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.090 2,250.00 0.850 21,250 (LOCATION 10) 261 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.220 11,000.00 0.850 42,500 (LOCATION 11) 262 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.900 22,500 (LOCATION 12) 263 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 264 JOINT SEAL (MR 2") LF 100.0000 20,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 06/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 07:22 AM ESTIMATE NO. 030 BID OPENING 08/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 06/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,742,838.45 30,533,542.21 ADJUSTMENT OF COMPENSATION 0.00 2,940,890.06 EXTRA WORK 445,080.34 8,297,168.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,187,918.79 41,771,600.52 265 MOBILIZATION LS 3,850,000.0000 3,850,000.00 1.000 3,850,000 ORIGINAL CONTRACT AMOUNT 38,534,921.00 TOTAL WORK COMPLETED 2,187,918.79 45,621,600.52 MATERIALS ON HAND ON SITE 147,380.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,035.00 TOTAL 2,187,918.79 45,752,946.29 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 12/13/12 340 03/18/13 03/18/13 10/30/15 464 103 212 0 90% 84% PROGRESS IS SATISFACTORY GREWAL, SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/15