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 02/24/14 EST. NO.12 TIME 11:11 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 --------------------------------------------------------------------------- 001 0030 10,458.28 E.W. @ F.A.(+) 010814 N LOI013 0031 138.35 112113 N 0223.0 0032 406.89 120313 N 0224.0 0033 408.21 120413 N 0225.0 0034 784.92 120513 N 0226.0 0035 2,529.77 121113 N 0227.0 0036 209.18 121213 N 0228.0 0037 180.78 123013 N 0229.0 0038 273.78 011014 N 0230.0 005 0032 1,467.33 E.W. @ F.A.(+) 082213 N 0190.0 0033 897.46 090413 N 0191.0 0034 2,161.23 111913 N 0192.0 0036 468.93 120213 N 0194.0 0041 427.13 120313 N 0212.0 008 0006 313.76 E.W. @ F.A.(+) 122013 N 0231.0 010 0008 15,068.35 E.W. @ U.P (+) 020114 N 0008 0 014 0007 11,755.00 E.W. @ L.S.(+) 061413 N 0202.0 016 0008 1,180.44 E.W. @ F.A.(+) 072613 Y 0197.0 0009 1,077.73 072913 Y 0198.0 0010 2,874.76 082813 Y 0200.0 0011 1,599.04 071513 Y 0201.0 0012 2,100.00 020114 N 12 0 020 0007 1,711.51 E.W. @ F.A.(+) 120513 N 0232.0 0008 2,503.46 120613 N 0233.0 0009 1,379.61 122013 N 0234.0 62,375.90 TOTAL THIS ESTIMATE 1,077,462.77 TOTAL PREVIOUS ESTIMATE 1,139,838.67 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 02/24/14 EST. NO.12 TIME 11:11 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 06 OUT OF STATE DEDUCT -5,000.00 08 RESTAKING #32 12HRS -4,260.00 11 0.00 -14,260.00 LABOR COMPLIANCE VIOLATION NON COMPLIANCE -5,000.00 11 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -19,260.00 PROGRAM CAS145 PAGE 1 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 LOCATION PROGRESS ESTIMATE 04-ALA-580-R14.6/R21.6 ----------------- DESILVA GATES CONSTRUCTION LP IN ALAMEDA COUNTY IN LIVERMORE, 11555 DUBLIN BOULEVARD PLEASANTON, AND DUBLIN FROM 0.3 DUBLIN, CA 94568 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 0.500 2,500 002 TEMPORARY FENCE (TYPE ESA) LF 5.0000 550.00 72.000 360 003 TEMPORARY FENCE (WILDLIFE EXCLUSION) LF 6.0000 135,600.00 16,470.000 98,820 004 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.650 9,750 005 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.050 100.00 0.600 1,200 PREVENTION PLAN 006 TEMPORARY SILT FENCE LF 2.0000 11,080.00 14,083.000 28,166 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 8.000 16,000 008 TEMPORARY COVER SQYD 3.0000 3,000.00 333.000 999.00 1,071.000 3,213 009 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 11,900.00 87.000 12,180 010 STREET SWEEPING LS 25,000.0000 25,000.00 0.050 1,250.00 0.520 13,000 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.050 500.00 0.500 5,000 012 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 3.000 1,500.00 8.000 4,000 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 9,450.00 1.000 150.00 2.000 300 015 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 0.000 0 017 TIME-RELATED OVERHEAD (LS) LS 1,150,000.0000 1,150,000.00 0.730 839,500 018 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.800 24,000 019 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.020 5,500.00 0.600 165,000 020 TYPE III BARRICADE EA 100.0000 400.00 4.000 400 021 TEMPORARY PAVEMENT MARKING SQFT 2.0000 760.00 3.000 6 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 61,500.00 350,299.000 52,544 PROGRAM CAS145 PAGE 2 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 94.000 2,820.00 422.000 12,660 024 TEMPORARY PAVEMENT MARKER EA 3.0000 77,400.00 23,739.000 71,217 025 TEMPORARY RAILING (TYPE K) LF 8.0000 680,000.00 61,760.000 494,080 026 TEMPORARY RAILING (TYPE K, BART) LF 15.0000 39,300.00 0.000 0 027 TEMPORARY CRASH CUSHION MODULE EA 100.0000 59,000.00 287.000 28,700 028 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 60,000.00 5.000 15,000 029 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 7,000.00 940.000 9,400 035 REMOVE CHAIN LINK FENCE LF 1.0000 3,290.00 2,704.000 2,704 036 REMOVE METAL BEAM GUARD RAILING LF 2.0000 11,080.00 2,166.000 4,332.00 4,966.500 9,933 037 REMOVE SINGLE THRIE BEAM BARRIER LF 5.0000 650.00 3,581.250 17,906 038 REMOVE DOUBLE THRIE BEAM BARRIER LF 5.0000 10,500.00 1,281.250 6,406 039 REMOVE FLARED END SECTION EA 200.0000 1,000.00 3.000 600 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 35,000.00 153,649.000 38,412 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,880.00 -792.000 -2,376.00 2,103.000 6,309 042 REMOVE PAVEMENT MARKER EA 1.0000 16,200.00 16,647.000 16,647 043 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 5.000 500 044 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 25,000.00 4.000 10,000.00 11.000 27,500 045 REMOVE CULVERT (LF) LF 10.0000 53,900.00 4,950.000 49,500 046 REMOVE INLET EA 500.0000 20,000.00 43.000 21,500 047 REMOVE MANHOLE EA 1,000.0000 1,000.00 0.000 0 048 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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,080.180 403,207 (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 0.000 0 053 RECONSTRUCT CONCRETE BARRIER LF 300.0000 2,700.00 0.000 0 (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 0.000 0 056 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 4,750.00 0.000 0 057 RELOCATE ROADSIDE SIGN EA 100.0000 5,100.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 058 RELOCATE SIGN STRUCTURE EA 5,000.0000 10,000.00 1.000 5,000 059 ADJUST INLET EA 1,000.0000 16,000.00 4.000 4,000 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 145,000.00 0.000 0 061 REMOVE CONCRETE CY 60.0000 9,600.00 69.300 4,158 062 REMOVE CONCRETE (CURB) LF 3.0000 6,480.00 231.000 693 063 REMOVE CONCRETE BARRIER LF 10.0000 19,000.00 436.000 4,360.00 436.000 4,360 064 REMOVE CONCRETE BARRIER SLAB LF 20.0000 8,800.00 436.000 8,720.00 436.000 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 2.000 2,000 067 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 0.750 187,500 071 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.050 3,750.00 0.700 52,500 072 ROADWAY EXCAVATION CY 25.0000 1,810,000.00 400.000 10,000.00 34,167.730 854,193 073 ROADWAY EXCAVATION (TYPE Y-1) CY 30.0000 15,000.00 432.000 12,960 (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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,050.00 482.000 12,050 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 14,025.00 93.000 2,325 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 300.0000 16,800.00 56.000 16,800 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 56,640.00 355.000 14,200 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 3,150.00 13.000 650 (F) 083 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,300.00 17.000 1,700 (F) WALL) 084 SAND BACKFILL CY 200.0000 11,400.00 0.000 0 085 DITCH EXCAVATION CY 30.0000 2,310.00 0.000 0 086 SOIL NAIL ASSEMBLY LF 32.0000 175,040.00 1,675.000 53,600 087 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0 088 IMPORTED BIOFILTRATION SOIL CY 100.0000 9,000.00 0.000 0 089 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 26,500.00 0.000 0 090 FIBER ROLLS LF 2.0000 44,400.00 1,800.000 3,600.00 6,975.000 13,950 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 5,200.00 2.000 1,300 092 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 7,000.0000 49,000.00 1.000 7,000 093 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 30,050.00 0.000 0 (NETTING) 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 20,000.0000 20,000.00 0.250 5,000.00 0.750 15,000 095 LIME TON 150.0000 183,000.00 894.860 134,229 096 LIME STABILIZED SOIL SQYD 1.0000 44,000.00 29,813.340 29,813 097 CLASS 4 AGGREGATE SUBBASE CY 10.0000 319,000.00 460.000 4,600.00 5,247.030 52,470 098 CLASS 3 AGGREGATE BASE CY 50.0000 108,000.00 164.100 8,205.00 526.600 26,330 099 ASPHALTIC EMULSION (CURING SEAL) TON 1.0000 94.00 50.000 50 100 LEAN CONCRETE BASE CY 9.1500 269,925.00 14,841.600 135,800 101 LEAN CONCRETE BASE (RAPID SETTING) CY 325.0000 364,000.00 1,707.300 554,872 102 ASPHALT TREATED PERMEABLE BASE CY 90.0000 155,700.00 401.000 36,090.00 401.000 36,090 103 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 56,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,945.000 155,600.00 8,335.400 666,832 105 HOT MIX ASPHALT (OPEN GRADED) TON 65.0000 1,098,500.00 0.000 0 106 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 2,696,000.00 0.000 0 107 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 220.00 0.000 0 PAVEMENT INTERLAYER) 108 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 184,000.00 0.000 0 (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 11.000 11.00 31.000 31 116 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 696,000.00 250.000 50,000 118 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 925.0000 1,147,000.00 341.520 315,906 119 SEAL PAVEMENT JOINT LF 1.5000 23,700.00 0.000 0 120 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 23,100.00 0.000 0 121 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 18.000 10,800.00 199.000 119,400 (F) 128 MINOR CONCRETE CY 300.0000 18,000.00 56.000 16,800 129 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 224,000.00 144.000 144,000 (F) 130 MINOR CONCRETE (BACKFILL) CY 200.0000 2,600.00 29.400 5,880 PROGRAM CAS145 PAGE 6 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 FRACTURED RIB TEXTURE SQFT 6.0000 39,378.00 431.000 2,586.00 431.000 2,586 (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 4.000 1,000.00 4.000 1,000 (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 0.000 0 (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 18,899.000 28,348 (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 0.000 0 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 50,520.00 0.000 0 (F) 146 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 45,750.00 0.000 0 (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 0.000 0 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 720.00 0.000 0 (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 25.000 22,500.00 175.000 157,500 (SIGN FOUNDATION) 154 METAL (BARRIER MOUNTED SIGN) LB 15.0000 24,780.00 0.000 0 (F) 155 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 0.000 0 156 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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,641.000 82,050 162 24" ALTERNATIVE PIPE CULVERT LF 60.0000 377,400.00 6,062.000 363,720 163 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 3,580.000 358,000 166 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 10,200.00 0.000 0 167 3" PLASTIC PIPE (EDGE DRAIN) LF 8.0000 41,680.00 2,480.000 19,840.00 2,480.000 19,840 168 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 9,400.00 200.000 4,000.00 200.000 4,000 169 GRATED LINE DRAIN LF 80.0000 264,000.00 0.000 0 170 12" WELDED STEEL PIPE (.134" THICK) LF 300.0000 10,200.00 0.000 0 171 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 57.300 25,785 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) LF 25.0000 25,325.00 0.000 0 (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 0.000 0 180 MISCELLANEOUS IRON AND STEEL LB 1.0000 34,186.00 652.000 652 (F) 181 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 36,195.00 0.000 0 182 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 19,000.00 0.000 0 183 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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 186 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 95,200.00 0.000 0 187 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 3,200.00 32.000 3,200 190 TUBULAR HANDRAILING (MODIFIED) LF 75.0000 13,350.00 65.000 4,875.00 168.000 12,600 (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 2.000 6,000 193 END CAP EA 100.0000 1,700.00 1.000 100 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 6,000.00 0.000 0 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 42,000.00 2.000 4,000 197 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 82,800.00 415.900 24,954.00 415.900 24,954 200 CONCRETE BARRIER (TYPE 60C) LF 70.0000 1,071,000.00 3,516.700 246,169.00 7,280.060 509,604 201 CONCRETE BARRIER (TYPE 60D) LF 45.0000 45,585.00 0.000 0 (F) 202 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 200.0000 6,000.00 0.000 0 203 CONCRETE BARRIER (TYPE 60R) LF 300.0000 9,900.00 0.000 0 204 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 100.0000 37,400.00 240.000 24,000 (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 0.000 0 (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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 250.00 0.850 4,250 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 0.200 80,000.00 0.430 172,000 217 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.050 7,500.00 0.810 121,500 (STAGE CONSTRUCTION) 218 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.320 3,200.00 0.320 3,200 (LOCATION 1) 219 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.000 0 (LOCATION 2) 220 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.000 0 (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 0.000 0 (LOCATION 1) 223 HIGHWAY ADVISORY RADIO SYSTEM LS 25,000.0000 25,000.00 0.000 0 (LOCATION 2) 224 RELOCATE MODEL 500 CHANGEABLE MESSAGE LS 10,000.0000 10,000.00 0.200 2,000 SIGN SYSTEM 225 RELOCATE MICROWAVE VEHICLE DETECTION LS 5,000.0000 5,000.00 0.000 0 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 0.000 0 234 TRAFFIC MONITORING STATION (LOCATION 2) LS 5,000.0000 5,000.00 0.100 500 235 TRAFFIC MONITORING STATION (LOCATION 3) LS 75,000.0000 75,000.00 0.300 22,500 236 TRAFFIC MONITORING STATION (LOCATION 4) LS 75,000.0000 75,000.00 0.200 15,000.00 0.250 18,750 237 TRAFFIC MONITORING STATION (LOCATION 5) LS 50,000.0000 50,000.00 0.200 10,000.00 0.550 27,500 238 TRAFFIC MONITORING STATION (LOCATION 6) LS 10,000.0000 10,000.00 0.800 8,000 PROGRAM CAS145 PAGE 10 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.350 26,250.00 0.600 45,000 240 TRAFFIC MONITORING STATION (LOCATION 8) LS 75,000.0000 75,000.00 0.200 15,000 241 TRAFFIC MONITORING STATION (LOCATION 9) LS 25,000.0000 25,000.00 0.520 13,000 242 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 0.000 0 (LOCATION 2) 244 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0 (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 0.880 66,000 (STAGE CONSTRUCTION) 251 RAMP METERING SYSTEM (LOCATION 1) LS 25,000.0000 25,000.00 0.000 0 252 RAMP METERING SYSTEM (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0 253 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 0.000 0 255 RAMP METERING SYSTEM (LOCATION 5) LS 25,000.0000 25,000.00 0.070 1,750.00 0.170 4,250 256 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0 (LOCATION 6) 257 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.350 17,500.00 0.350 17,500 (LOCATION 7) 258 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.090 2,250.00 0.240 6,000 (LOCATION 8) 259 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.080 2,000.00 0.360 9,000 (LOCATION 9) 260 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.170 4,250 (LOCATION 10) 261 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.150 7,500 (LOCATION 11) 262 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.170 4,250 (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 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908E4 TIME 11:11 AM ESTIMATE NO. 12 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 02/20/14 R.E. NAME: GREWAL, SATINDER DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 771,085.00 11,894,203.73 ADJUSTMENT OF COMPENSATION 0.00 667,862.68 EXTRA WORK 62,375.90 471,975.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 833,460.90 13,034,042.40 265 MOBILIZATION LS 3,850,000.0000 3,850,000.00 0.950 3,657,500 ORIGINAL CONTRACT AMOUNT 38,534,921.00 TOTAL WORK COMPLETED 833,460.90 16,691,542.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -19,260.00 TOTAL 833,460.90 16,672,282.40 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 12/23/14 195 38 63 0 41% 48% PROGRESS IS SATISFACTORY GREWAL, SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/14