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 03/24/16 EST. NO. 039 TIME 01:41 PM R.E. NAME: SINGH, BAHADUR 04-3A9214 --------------------------------------------------------------------------- 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 0248 2,833.35 E.W. @ F.A.(+) 062515 N 0863.0 0249 3,777.80 070215 N 0900.0 0250 3,777.80 071615 N 0903.0 0267 2,486.58 070215 N 0901.0 0268 2,744.39 101915 N 0993.0 0271 749.23 121415 N 1062.0 0273 358.99 121515 N 1064.0 0275 501.54 110415 N 1011.1 0276 468.01 111815 N 1017.1 0277 555.70 092914 N 0670.0 0278 2,019.33 092915 N 0957.0 0279 538.51 121115 N 1061.0 0280 766.18 021616 N 1117.0 005 0059 743.65 E.W. @ F.A.(+) 111115 N 1022.0 0061 1,217.83 120115 N 1057.0 0062 362.31 120714 N 1072.0 0064 1,450.73 092915 N 1087.0 0065 1,116.78 123115 N 1067.0 0066 3,123.42 120415 N 1094.0 007 0059 6,452.39 E.W. @ F.A.(+) 110215 N 0999.0 0060 267.54 110615 N 1020.0 010 0069 893.82 E.W. @ F.A.(+) 102115 N 0992.0 0070 697.71 120215 N 1058.0 0072 69.44 032614 N 0850.0 0073 303.11 020515 N 0852.0 0077 478.77 121415 N 1063.1 0078 295.33 121515 N 1065.1 012 0076 2,836.68 E.W. @ F.A.(+) 101415 N 0991.0 0077 638.13 043014 N 0867.0 0078 1,231.74 050114 N 0868.0 031 0005 9,384.10 E.W. @ F.A.(+) 042114 N 1073.0 035 0016 1,957.09 E.W. @ F.A.(+) 071415 N 0902.0 0017 1,537.09 083115 N 1118.1 049 0032 1,402.48 E.W. @ F.A.(+) 052815 N 0842.0 0033 2,877.56 031814 N 1083.0 0034 694.39 031814 N 1084.0 0035 4,092.62 031914 N 1085.0 052 0003 5,818.14 E.W. @ F.A.(+) 092215 N 0954.0 060 0003 2,550.17 E.W. @ F.A.(+) 042114 N 0864.0 061 0002 2,299.92 E.W. @ L.S.(+) 032316 N 0002 0 074 0007 2,254.57 E.W. @ F.A.(+) 053115 N 0846.0 0008 1,755.86 032615 N 0797.0 0009 939.47 032715 N 0798.0 075 0003 146.29 E.W. @ F.A.(+) 121715 N 1066.0 078 0001 33,257.92 E.W. @ L.S.(+) 031616 N 0001 0 079 0001 18,721.33 E.W. @ L.S.(+) 032316 N 0001 0 081 0002 -9,322.77 A.C. @ L.S.(-) 032316 N 0002 0 083 0001 9,087.20 E.W. @ L.S.(+) 031616 N 0001 0 087 0001 18,056.16 E.W. @ L.S.(+) 032316 N 0001 0 088 0001 10,696.17 E.W. @ L.S.(+) 031616 N 0001 0 089 0001 19,831.50 E.W. @ L.S.(+) 031616 N 0001 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 03/24/16 EST. NO. 039 TIME 01:41 PM R.E. NAME: SINGH, BAHADUR 04-3A9214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 090 0001 8,492.00 E.W. @ L.S.(+) 031616 N 0001 0 091 0001 691.93 E.W. @ F.A.(+) 011516 N 1101.0 0002 1,555.37 021916 N 1108.0 0004 265.87 121415 N 1111.0 0005 3,306.79 121615 N 1112.0 0006 4,185.74 010716 N 1113.0 0007 2,565.07 010816 N 1114.0 0008 877.68 012716 N 1115.0 0010 3,713.05 012716 N 1068.0 0012 11,755.55 012816 N 1069.0 0013 13,123.20 020116 N 1122.0 0014 1,377.11 020116 N 1123.0 0015 1,479.70 020116 N 1124.0 095 0001 15,738.02 E.W. @ L.S.(+) 031616 N 0001 0 250,921.13 TOTAL THIS ESTIMATE 9,109,021.49 TOTAL PREVIOUS ESTIMATE 9,359,942.62 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 03/24/16 EST. NO. 039 TIME 01:41 PM R.E. NAME: SINGH, BAHADUR 04-3A9214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM152OUTOFSTATEINS -5,000.00 026 ELECTRICAL INSPECT -5,000.00 028 AC PRICE FLUCTUATION -379,319.98 037 0.00 -389,319.98 TOTAL DEDUCTIONS 0.00 -389,319.98 PROGRAM CAS145 PAGE 1 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-22.6/24.0 ----------------------- RGW CONSTRUCTION, INC. IN ALAMEDA COUNTY IN SAN LEANDRO 550 GREENVILLE ROAD FROM 0.4 MILE SOUTH OF MARINA BLVD. LIVERMORE, CA 94550 OVERCROSSING TO 0.3 MILE NORTH OF ROUTE 112/880 SEPARATION FED. AID NO. N O N E WIDEN FREEWAY, REPLACE OVERCROSSING ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250 002 SURVEY OF EXISTING NON-HIGHWAY LS 10,000.0000 10,000.00 1.000 10,000 FACILITIES 003 TEMPORARY FENCE (CL-6) LF 9.0000 4,680.00 400.000 3,600 (VISIBILTY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 5,640.00 969.000 5,814 005 TEMPORARY FENCE (TYPE ESA) LF 3.5000 2,695.00 772.000 2,702 006 12" TEMPORARY CULVERT LF 70.0000 5,670.00 81.000 5,670 007 18" TEMPORARY CULVERT LF 38.0000 22,420.00 555.500 21,109 008 24" TEMPORARY CULVERT LF 73.0000 16,060.00 230.000 16,790 009 36" TEMPORARY CULVERT LF 235.0000 11,280.00 70.000 16,450 010 PARTIAL INLET WITH TEMPORARY COVER EA 1,100.0000 8,800.00 4.000 4,400 011 TEMPORARY ACTIVE TREATMENT SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 012 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 1.000 60,000 013 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.900 4,500 PREVENTION PLAN 014 TEMPORARY FIBER ROLL LF 3.5000 63,350.00 16,975.000 59,412 015 TEMPORARY SILT FENCE LF 2.8800 53,568.00 2,882.000 8,300 016 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 30,000.00 30.000 30,000 017 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 30.000 90,000 018 TEMPORARY COVER SQYD 2.5000 5,250.00 9,657.520 24,143 019 MOVE-IN/MOVE-OUT EA 750.0000 6,000.00 11.000 8,250 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 23,000.00 164.000 16,400 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7100 49,558.00 106,851.860 75,864 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 2 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 125.0000 10,000.00 2.000 250.00 38.000 4,750 024 STORM WATER ANNUAL REPORT EA 1,000.0000 4,000.00 1.000 1,000.00 4.000 4,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 650.0000 35,750.00 1.000 650.00 10.000 6,500 026 TIME-RELATED OVERHEAD (LS) LS 620,000.0000 620,000.00 1.000 620,000 027 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 1.000 150,000 028 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 029 TYPE II BARRICADE EA 55.0000 495.00 3.000 165 030 TYPE III BARRICADE EA 70.0000 1,400.00 39.000 2,730 031 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 38,500.00 275.000 6,875 032 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000 033 TEMPORARY RAILING (TYPE K) LF 11.5000 560,050.00 52,420.000 602,830 034 TEMPORARY CRASH CUSHION MODULE EA 67.0000 52,260.00 3.000 201.00 700.000 46,900 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,650.0000 28,050.00 1.000 1,650.00 21.000 34,650 036 TEMPORARY RETAINING WALL SQFT 8.5000 226,950.00 14,956.000 127,126 037 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.8800 21,056.00 19,814.000 37,250 STRIPE (HAZARDOUS WASTE) 038 NOISE MONITORING LS 3,900.0000 3,900.00 1.000 3,900 039 ABANDON CULVERT LF 7.0000 32,690.00 1,442.000 10,094.00 5,070.000 35,490 040 ABANDON SEWER MANHOLE EA 2,100.0000 14,700.00 7.000 14,700 041 ABANDON SEWER PIPE LF 13.0000 21,450.00 1,650.000 21,450 042 REMOVE CHAIN LINK FENCE LF 5.0000 7,950.00 357.000 1,785.00 2,319.000 11,595 043 REMOVE METAL BEAM GUARD RAILING LF 6.0000 8,160.00 1,588.000 9,528 044 REMOVE FLARED END SECTION EA 300.0000 600.00 3.000 900 045 REMOVE PAINTED TRAFFIC STRIPE LF 0.5900 29,559.00 73,282.190 43,236 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 38,152.00 44,480.210 33,804 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 560.00 2,544.000 5,088 048 REMOVE PAVEMENT MARKER EA 1.5000 5,340.00 8,304.000 12,456 049 REMOVE ROADSIDE SIGN EA 105.0000 4,725.00 48.000 5,040 PROGRAM CAS145 PAGE 3 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000 051 REMOVE CULVERT LF 27.0000 132,030.00 4,882.000 131,814 052 REMOVE INLET EA 360.0000 32,760.00 93.000 33,480 053 REMOVE MANHOLE EA 1,500.0000 7,500.00 3.000 4,500 054 REMOVE SEWER PIPE LF 370.0000 8,880.00 24.000 8,880 055 REMOVE BASE AND SURFACING CY 13.7700 188,649.00 -11,074.400 -152,494.49 12,555.400 172,887 056 SALVAGE METAL BRIDGE RAILING LF 15.0000 8,475.00 565.000 8,475 057 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 12,000.00 57.000 11,400 058 RELOCATE ROADSIDE SIGN-TWO POST EA 335.0000 4,020.00 10.000 3,350 059 RELOCATE ROADSIDE SIGN EA 125.0000 1,000.00 8.000 1,000 (STRAP AND SADDLE BRACKET METHOD) 060 ADJUST INLET EA 960.0000 5,760.00 6.000 5,760 061 ADJUST SEWER MANHOLE EA 2,300.0000 9,200.00 3.000 6,900.00 4.000 9,200 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 97,845.00 59,300.000 97,845 063 REMOVE CONCRETE CURB (LF) LF 4.0000 9,720.00 6,638.000 26,552 064 REMOVE CONCRETE GUTTER CY 64.0000 8,960.00 188.070 12,036 065 REMOVE CONCRETE (CURB AND GUTTER) LF 3.2500 26,715.00 10,156.000 33,007 066 REMOVE CONCRETE SIDEWALK SQFT 1.0000 28,100.00 27,144.000 27,144 067 REMOVE CONCRETE BARRIER LF 8.5000 22,270.00 2,235.000 18,997 068 REMOVE CONCRETE ISLAND SQFT 2.5000 19,600.00 9,784.000 24,460 069 REMOVE SOUND WALL SQYD 20.0000 12,800.00 -67.000 -1,340.00 573.000 11,460 070 CAP INLET EA 1,000.0000 24,000.00 5.000 5,000.00 25.000 25,000 071 CAP MANHOLE EA 975.0000 975.00 1.000 975 072 CLEANING, INSPECTING AND PREPARING CY 70.0000 12,600.00 180.000 12,600 HOST PIPE 073 18" CURED-IN-PLACE PIPELINER LF 89.0000 100,570.00 1,139.000 101,371 074 21" CURED-IN-PLACE PIPELINER LF 100.0000 113,000.00 1,139.000 113,900 075 REMOVE CRASH CUSHION EA 750.0000 750.00 4.000 3,000 076 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000 PROGRAM CAS145 PAGE 4 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 078 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 079 ROADWAY EXCAVATION CY 17.0000 1,071,000.00 71,594.100 1,217,099 080 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 58,820.00 2,558.000 43,486 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 4,600.0000 4,600.00 1.000 4,600 082 ADL BURIAL LOCATION REPORT LS 7,000.0000 7,000.00 1.000 7,000 083 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 084 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 206,000.00 -90.000 -7,200.00 2,575.000 206,000 (F) 085 STRUCTURE EXCAVATION (TYPE D) CY 130.0000 65,000.00 500.000 65,000 (F) 086 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 329,350.00 9,410.000 329,350 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 240,000.00 2,400.000 240,000 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 211,620.00 7,054.000 211,620 (F) 089 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 31,440.00 524.000 31,440 (F) WALL) 090 SAND BACKFILL CY 2,000.0000 90,000.00 56.250 112,500 091 IMPORTED BORROW CY 2.0000 103,200.00 51,600.000 103,200 092 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.4000 18,192.00 7,580.000 18,192 093 SETTLEMENT MONITORING PROGRAM LS 10,000.0000 10,000.00 1.000 10,000 094 IMPORTED BIOFILTRATION SOIL CY 55.0000 11,000.00 89.000 4,895 095 IMPORTED TOPSOIL (CY) CY 55.0000 25,850.00 470.000 25,850 096 EROSION CONTROL (COMPOST BLANKET) CY 43.0000 67,510.00 1,600.000 68,800 097 FIBER ROLLS LF 2.7500 112,200.00 19,054.000 52,398 098 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 12,000.00 2.000 2,400 099 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 6,000.0000 72,000.00 8.570 51,420 100 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 70,560.00 175,395.000 70,158 (NETTING) 101 MAINTAIN EXISTING PLANTED AREAS LS 5,000.0000 5,000.00 1.000 5,000 102 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 1.000 15,000 103 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 5 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 WATER METER EA 78,000.0000 156,000.00 0.000 0 105 8" CORRUGATED HIGH DENSITY LF 20.0000 22,200.00 1,058.000 21,160 POLYETHYLENE PIPE CONDUIT 106 FINISHING ROADWAY LS 30,000.0000 30,000.00 1.000 30,000 107 CLASS 4 AGGREGATE SUBBASE CY 28.0000 683,200.00 22,794.440 638,244 108 CLASS 3 AGGREGATE BASE CY 29.0000 333,500.00 11,369.000 329,701 109 ASPHALTIC EMULSION (CURING SEAL) TON 1,000.0000 5,100.00 0.000 0 110 LEAN CONCRETE BASE CY 151.0000 1,510,000.00 9,411.760 1,421,175 111 RAPID STRENGTH CONCRETE BASE CY 365.0000 383,250.00 0.000 0 112 ASPHALT TREATED PERMEABLE BASE CY 110.0000 177,100.00 1,739.320 191,325 113 HOT MIX ASPHALT TON 76.0000 4,294,000.00 59,994.780 4,559,603 114 HOT MIX ASPHALT (OPEN GRADED) TON 103.0000 469,680.00 5,374.780 553,602 115 HOT MIX ASPHALT (LEVELING) TON 84.0000 76,440.00 0.000 0 116 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.0000 302,760.00 2,632.110 305,324 117 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 650.0000 27,300.00 0.000 0 PAVEMENT INTERLAYER) 118 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3000 5,811.00 0.000 0 (PAVING MAT) 119 DATA CORE LS 7,200.0000 7,200.00 1.000 7,200 120 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 180.00 120.000 180 121 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 12,500.00 5,502.000 11,004 122 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 750.00 486.000 729 123 PLACE HOT MIX ASPHALT SQYD 10.5000 21,315.00 321.270 3,373.34 2,338.900 24,558 (MISCELLANEOUS AREA) 124 TACK COAT TON 100.0000 14,000.00 9.300 930.00 69.410 6,941 125 FURNISH 18" STEEL PIPE PILING LF 67.0000 128,975.00 1,925.000 128,975 126 DRIVE 18" STEEL PIPE PILE EA 3,200.0000 73,600.00 23.000 73,600 127 FURNISH PILING (CLASS 90) LF 38.0000 17,404.00 458.000 17,404 (ALTERNATIVE W) 128 DRIVE PILE (CLASS 90) EA 2,200.0000 15,400.00 7.000 15,400 (ALTERNATIVE W) 129 FURNISH PILING (CLASS 200) LF 59.0000 756,911.00 12,829.000 756,911 (ALTERNATIVE W) 130 DRIVE PILE (CLASS 200) EA 2,500.0000 400,000.00 160.000 400,000 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PILING (CLASS 200) LF 59.0000 377,836.00 6,404.000 377,836 (ALTERNATIVE W) (MODIFIED) 132 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 2,700.0000 245,700.00 91.000 245,700 (MODIFIED) 133 VIBRATION MONITORING LS 30,000.0000 30,000.00 1.000 30,000 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 325,000.0000 325,000.00 1.000 325,000 135 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 568,200.00 947.000 568,200 (F) 136 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 3,023,350.00 5,497.000 3,023,350 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 425.0000 1,335,775.00 3,143.000 1,335,775 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 248,500.00 497.000 248,500 (F) (TYPE N) 139 STRUCTURAL CONCRETE, BOX CULVERT CY 340.0000 60,180.00 177.000 60,180 (F) 140 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 459,000.00 1.860 1,674.00 460.860 414,774 (F) 141 MINOR CONCRETE (BACKFILL) CY 135.0000 190,350.00 1,313.700 177,349 142 FRACTURED FIN TEXTURE SQFT 16.0000 349,776.00 21,861.000 349,776 (F) 143 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 24.0000 47,952.00 1,998.000 47,952 144 SOUND WALL (MASONRY BLOCK) SQFT 24.0000 76,224.00 3,176.000 76,224 (F) 145 JOINT SEAL (MR 2") LF 75.0000 35,625.00 475.000 35,625 146 BAR REINFORCING STEEL (BRIDGE) LB 0.9400 1,648,807.00 1,754,050.000 1,648,807 (F) 147 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 233,847.00 233,847.000 233,847 (F) 148 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 20,319.00 20,319.000 20,319 (F) 149 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 47,180.00 6,740.000 47,180 WITH WALKWAY) 150 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.2000 1,348.00 6,740.000 1,348 WITH WALKWAY) 151 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 477,675.00 106,150.000 477,675 (F) 152 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 31,845.00 106,150.000 31,845 (F) 153 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 30,420.00 2,340.000 30,420 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 10,450.00 51.000 969 (0.063"-FRAMED) 155 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,950.0000 97,500.00 50.000 97,500 (SIGN FOUNDATION) 156 METAL (BARRIER MOUNTED SIGN) LB 27.0000 8,100.00 202.000 5,454 (F) 157 ROADSIDE SIGN - ONE POST EA 250.0000 4,000.00 6.000 1,500 PROGRAM CAS145 PAGE 7 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 1,810.0000 7,240.00 1.000 1,810 159 INSTALL SIGN OVERLAY SQFT 26.0000 624.00 24.000 624 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 26.0000 13,000.00 500.000 13,000 161 INSTALL ROADSIDE SIGN PANEL ON EA 95.0000 665.00 2.000 190 EXISTING POST 162 12" ALTERNATIVE PIPE CULVERT LF 85.0000 425.00 27.000 2,295 163 18" ALTERNATIVE PIPE CULVERT LF 46.0000 345,920.00 7,124.000 327,704 164 21" ALTERNATIVE PIPE CULVERT LF 58.0000 3,132.00 57.000 3,306 165 24" ALTERNATIVE PIPE CULVERT LF 60.0000 208,800.00 3,209.000 192,540 166 30" ALTERNATIVE PIPE CULVERT LF 69.0000 69,690.00 661.000 45,609 167 36" REINFORCED CONCRETE PIPE LF 103.0000 25,750.00 250.000 25,750 168 42" REINFORCED CONCRETE PIPE LF 159.0000 87,450.00 352.000 55,968 169 48" REINFORCED CONCRETE PIPE LF 194.0000 9,118.00 47.000 9,118 170 60" REINFORCED CONCRETE PIPE LF 199.0000 101,490.00 502.000 99,898 171 JACKED 24" REINFORCED CONCRETE PIPE LF 362.0000 144,800.00 408.000 147,696 (CLASS II) 172 JACKED 36" REINFORCED CONCRETE PIPE LF 500.0000 75,000.00 152.000 76,000 (CLASS II) 173 JACKED 48" REINFORCED CONCRETE PIPE LF 470.0000 286,700.00 616.000 289,520 (CLASS II) 174 JACKED 60" REINFORCED CONCRETE PIPE LF 870.0000 104,400.00 120.000 104,400 (CLASS II) 175 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 22.0000 7,480.00 0.000 0 176 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 31,920.00 5,156.000 30,936 177 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.0000 12,090.00 378.000 11,718 178 PERMEABLE MATERIAL (BLANKET) CY 73.0000 22,630.00 0.000 0 179 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 8,820.00 137.000 8,631 (.079" THICK) 180 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 8,970.00 121.000 8,349 (.079" THICK) 181 ANCHOR ASSEMBLY EA 201.0000 2,010.00 10.000 2,010 182 DRAINAGE INLET MARKER EA 40.0000 1,400.00 33.000 1,320 183 GRATED LINE DRAIN LF 79.0000 63,990.00 810.000 63,990 184 10" WELDED STEEL PIPE CASING LF 45.0000 25,830.00 574.000 25,830 (BRIDGE) PROGRAM CAS145 PAGE 8 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 16" WELDED STEEL PIPE CASING (BRIDGE) LF 102.0000 34,170.00 336.000 34,272 186 18" WELDED STEEL PIPE CASING (BRIDGE) LF 95.0000 30,400.00 320.000 30,400 187 15" WELDED STEEL PIPE SPLIT CASING LF 240.0000 19,200.00 80.000 19,200 (.250" THICK) 188 12" WELDED STEEL PIPE (.105" THICK) LF 240.0000 12,000.00 50.000 12,000 189 16" WELDED STEEL PIPE CASING LF 175.0000 16,275.00 93.000 16,275 (.250" THICK) 190 18" ALTERNATIVE FLARED END SECTION EA 260.0000 4,420.00 17.000 4,420 191 24" ALTERNATIVE FLARED END SECTION EA 143.0000 143.00 1.000 143 192 JOINT TRENCH SYSTEM LS 560,000.0000 560,000.00 1.000 560,000 193 18" REINFORCED CONCRETE SEWER PIPE LF 390.0000 4,680.00 12.000 4,680 194 21" REINFORCED CONCRETE SEWER PIPE LF 375.0000 4,500.00 12.000 4,500 195 10" PVC SEWER PIPE LF 56.0000 62,160.00 1,110.000 62,160 196 SANITARY SEWER BYPASS RISER CONNECTION LS 12,000.0000 12,000.00 1.000 12,000 197 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 205.0000 6,765.00 33.000 6,765 198 SLOPE PAVING (CONCRETE) CY 565.0000 87,575.00 155.000 87,575 (F) 199 SLOPE PAVING (MASONRY BLOCK) SQFT 34.0000 104,618.00 0.000 0 (F) 200 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 720.00 120.000 720 201 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 506,250.00 1,194.360 447,885 CONSTRUCTION) 202 MINOR CONCRETE (TEXTURED PAVING) SQFT 8.0000 92,800.00 13,550.300 108,402 203 MISCELLANEOUS IRON AND STEEL LB 2.0000 117,264.00 239.000 478.00 55,854.000 111,708 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 51,345.00 5,705.000 51,345 (F) 205 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 35,100.00 2,104.000 31,560 206 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 23,850.00 1,764.000 26,460 207 16' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 1.000 2,000 208 SURVEY MONUMENT (TYPE D) EA 1,250.0000 7,500.00 6.000 7,500 209 DELINEATOR (CLASS 1) EA 35.0000 9,450.00 176.000 6,160 210 OBJECT MARKER (TYPE K-1) EA 40.0000 400.00 12.000 480 211 CONCRETE BARRIER MARKER EA 25.0000 250.00 58.000 1,450 PROGRAM CAS145 PAGE 9 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 METAL BEAM GUARD RAILING LF 42.0000 68,880.00 62.500 2,625.00 937.500 39,375 213 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 48,400.00 158.000 8,690.00 530.400 29,172 214 CHAIN LINK RAILING (TYPE 7) LF 51.0000 68,391.00 0.000 0 (F) 215 PEDESTRIAN BARRICADE EA 570.0000 6,270.00 11.000 6,270 216 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 100.0000 134,100.00 1,341.000 134,100 (F) 217 TRANSITION RAILING (TYPE WB) EA 2,900.0000 26,100.00 6.000 17,400 218 END CAP EA 35.0000 70.00 2.000 70 219 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 3,450.00 5.000 2,875 220 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 23,400.00 5.000 13,000 221 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 3.000 6,000 222 CRASH CUSHION (TYPE CAT) EA 4,600.0000 9,200.00 2.000 9,200 223 CRASH CUSHION (TYPE CAT) BACKUP EA 150.0000 300.00 2.000 300 224 CRASH CUSHION (REACT 9CBB) EA 56,000.0000 56,000.00 0.000 0 225 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 155.0000 279,000.00 1,455.000 225,525 226 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 98.0000 180,320.00 2,005.000 196,490 227 CONCRETE BARRIER (TYPE 60) LF 195.0000 23,400.00 120.000 23,400 228 CONCRETE BARRIER (TYPE 60C) LF 190.0000 330,600.00 1,893.000 359,670 229 CONCRETE BARRIER (TYPE 60E) LF 390.0000 191,100.00 483.000 188,370 230 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 900.0000 5,400.00 6.000 5,400 231 CONCRETE BARRIER (TYPE 732A) LF 103.0000 92,700.00 900.000 92,700 232 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 118.0000 28,320.00 231.000 27,258 233 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 157.0000 262,190.00 1,381.000 216,817 234 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 131.0000 30,130.00 230.000 30,130 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 42,700.00 39,845.000 39,845 236 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1800 1,003.00 0.000 0 237 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 15,675.00 9,982.000 16,470 238 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 1,610.00 1,174.000 1,643 (BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 29,280.00 10,164.000 60,984 240 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 27,284.00 37,993.000 28,874 (BROKEN 36-12) 241 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 5,244.00 13,370.000 10,161 (BROKEN 17-7) 242 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8200 170,560.00 216,825.000 177,796 243 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 25,970.00 7,532.000 26,362 244 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3500 17,343.00 9,078.000 21,333 245 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 36,200.00 7,729.000 38,645 246 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 247 TRAFFIC OPERATIONS SYSTEM LS 500,000.0000 500,000.00 0.006 3,000.00 1.000 500,000 248 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000 249 SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 1.000 200,000 250 SIGNAL AND LIGHTING (LOCATION 3) LS 170,000.0000 170,000.00 1.000 170,000 251 SIGNAL AND LIGHTING (LOCATION 4) LS 150,000.0000 150,000.00 1.000 150,000 252 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 540,000.0000 540,000.00 1.000 540,000 253 LIGHTING (CITY STREET) LS 250,000.0000 250,000.00 0.012 3,000.00 1.000 250,000 254 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 (STAGE CONSTRUCTION) 255 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000 (STAGE CONSTRUCTION) 256 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.023 8,970.00 1.000 390,000 257 ELECTRIC SERVICE (IRRIGATION) LS 5,500.0000 5,500.00 0.800 4,400 258 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 259 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 900.0000 4,500.00 4.000 3,600.00 5.000 4,500 UNIT 260 CAMERA UNIT EA 7,200.0000 7,200.00 0.100 720.00 1.000 7,200 261 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 262 VIDEO ENCORDER UNIT EA 5,000.0000 5,000.00 0.200 1,000.00 1.000 5,000 263 EMERGENCY VEHICLE DETECTOR SYSTEM LS 3,300.0000 3,300.00 1.000 3,300 264 DIAL-UP MODEM EA 600.0000 600.00 1.000 600 265 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,600.0000 4,800.00 3.000 4,800 MODEM ASSEMBLY PROGRAM CAS145 PAGE 11 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 FIBER OPTIC SYSTEM (CITY) LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 12 DATE 03/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 01:41 PM ESTIMATE NO. 039 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -90,444.15 34,507,479.68 ADJUSTMENT OF COMPENSATION -9,322.77 917,596.85 EXTRA WORK 260,243.90 8,442,345.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 160,476.98 43,867,422.30 267 MOBILIZATION LS 3,900,000.0000 3,900,000.00 1.000 3,900,000 ORIGINAL CONTRACT AMOUNT 39,340,493.00 TOTAL WORK COMPLETED 160,476.98 47,767,422.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -389,319.98 TOTAL 160,476.98 47,378,102.32 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 10/17/12 580 01/14/13 01/14/13 03/30/16 700 111 31 0 98% 100% PROGRESS IS SATISFACTORY SINGH, BAHADUR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/16