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 05/15/15 EST. NO. 056 TIME 10:47 AM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- 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 0565-1 -325.20 E.W. @ F.A.(+) 062711 N 890.10 DAO CORRECTING ENTRY 0565-2 650.40 062711 N 890.10 DAO CORRECTING ENTRY 0565-3 -650.40 062711 N 890.10 DAO CORRECTING ENTRY 0565-4 305.01 062711 N 890.10 DAO CORRECTING ENTRY 0566-1 -251.51 071511 N 955 0 DAO CORRECTING ENTRY 0566-2 503.01 071511 N 955 0 DAO CORRECTING ENTRY 0566-3 -503.01 071511 N 955 0 DAO CORRECTING ENTRY 0566-4 650.49 062711 N 955 0 DAO CORRECTING ENTRY 0568 350.43 060812 N 1540 0 0569 1,670.65 073112 N 800 0 004 0032 8,167.99 A.C. @ U.P.(+) 022615 N PFE 0 006 0344 2,729.56 E.W. @ F.A.(+) 123110 N 0465 0 0345 395.40 122710 N 706 0 0346 621.34 122810 N 707 0 0347 1,392.95 122613 N 1681 0 0348 3,004.41 091112 N 1684 0 056 0024 1,260.32 E.W. @ F.A.(+) 021511 N 0616 0 063 0048-1 -1,899.21 E.W. @ F.A.(+) 090111 N 2950 0 DAO CORRECTING ENTRY 0048-2 2,971.43 090111 N 2950 0 DAO CORRECTING ENTRY 103 0029-1 -14,100.00 E.W. @ F.A.(+) 011615 N CO 103 DAO CORRECTING ENTRY 0029-2 10,500.00 011615 N CO 103 DAO CORRECTING ENTRY 105 0002 87,843.86 A.C. @ F.A.(+) 022615 N 2 0 114 0019-1 -1,941.40 E.W. @ F.A.(+) 110413 N 2353 0 DAO CORRECTING ENTRY 0019-2 2,161.40 110413 N 2353 0 DAO CORRECTING ENTRY 116 0001 29,516.74 A.C. @ L.S.(+) 042415 N 001 0 117 0001 223,541.00 A.C. @ U.P.(+) 042815 N 001 0 118 0001 -85,849.68 A.C. @ L.S.(-) 050415 N 001 0 272,715.98 TOTAL THIS ESTIMATE 11,130,028.45 TOTAL PREVIOUS ESTIMATE 11,402,744.43 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 05/15/15 EST. NO. 056 TIME 10:47 AM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LC PU 5/26/11 -24,000.00 013 LATE LC PU 6/7/11 -3,000.00 013 CIDH LVR BENTS 2 & 3 -2,800.00 018 NCR NO. 281 SL291B -1,800.00 022 NCR NO. 280 SL291B -388.00 022 #196 INSP 2/22/11 -5,000.00 024 4/25/12 COZEEP -50.00 024 REJECTED CIDH PILE 1 -400.00 026 PCC INADEQUATE THICK -17,538.26 032 DOWEL BAR MISALIGNED -1,033.60 034 PCC BAR DISPLACED -2,456.00 037 MISPLACED DOWEL BARS -1,988.38 038 JPCP THICKNESS REDUC -2,111.54 040 BI#152 JPCP THICKNES -9,308.90 041 RESTAKING CHARGES -70,543.00 053 LATE LCPU 5/26 & 6/7 27,000.00 056 RESTAKING CHARGES 70,543.00 056 VARIOUS CIDH/PCC/NCR 44,874.68 056 142,417.68 0.00 TOTAL DEDUCTIONS 142,417.68 0.00 PROGRAM CAS145 PAGE 1 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 LOCATION SEMI-FINAL ESTIMATE 04-CC-4-23.5/26.1 ------------------- MIKE LOVELACE IN CONTRA COSTA COUNTY IN PITTSBURG OC JONES AND SONS, INC AND ANTIOCH FROM 0.9 KM WEST OF 1520 FOURTH STREET LOVERIDGE ROAD OVERCROSSING TO 0.3 BERKELEY CA 94710 KM WEST OF SOMERSVILLE ROAD UC FED. AID NO. HPLU-6204(87)N ,L-6204(87)N ,NCII-6204(88)N WIDEN HIGHWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 1.000 250 003 TIME-RELATED OVERHEAD WDAY 1,100.0000 825,000.00 732.000 805,200 004 TEMPORARY FENCE (TYPE CL-1.8) M 19.0000 66,690.00 2,364.030 44,916 005 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 42.0000 47,040.00 1,314.100 55,192 006 TEMPORARY FENCE (TYPE CL-1.8) M 26.0000 7,280.00 0.000 0 (LEFT IN PLACE) 007 TEMPORARY FENCE (TYPE ESA) M 16.0000 2,240.00 383.300 6,132 008 JACKING SUPERSTRUCTURE (LOCATION A) LS 30,000.0000 30,000.00 1.000 30,000 009 300 MM TEMPORARY CULVERT M 165.0000 42,900.00 169.000 27,885 010 TEMPORARY JACKED 450 MM REINFORCED M 1,500.0000 33,000.00 21.600 32,400 CONCRETE PIPE 011 450 MM TEMPORARY CULVERT M 175.0000 63,000.00 356.600 62,405 012 600 MM TEMPORARY CULVERT M 215.0000 43,000.00 191.400 41,151 013 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 014 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 015 DEWATERING AND NON-STORMWATER DISCHARGE LS 30,000.0000 30,000.00 1.000 30,000 CONTROL 016 TEMPORARY FIBER ROLL M 5.7500 59,800.00 8,108.260 46,622 017 TEMPORARY SILT FENCE M 5.0000 29,750.00 4,450.690 22,253 018 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 17.000 25,500 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 29.500 59,000 020 TEMPORARY COVER M2 2.5000 11,000.00 31,418.310 78,545 021 TEMPORARY CHECK DAM M 15.0000 7,500.00 484.060 7,260 022 MOVE-IN/MOVE-OUT EA 650.0000 6,500.00 12.000 7,800 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 29,250.00 337.000 75,825 024 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 100,000.00 6.000 120,000 025 TEMPORARY HYDRAULIC MULCH M2 1.1000 52,140.00 116,537.530 128,191 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 027 TEMPORARY BULKHEAD (STORAGE BOX) EA 10,000.0000 10,000.00 1.000 10,000 028 PARTIAL INLET WITH TEMPORARY COVER EA 1,500.0000 1,500.00 1.000 1,500 029 GEOSYNTHETIC CLAY LINER M2 12.0000 31,200.00 2,600.000 31,200 030 TEMPORARY BULKHEAD (BOX CULVERT) EA 5,000.0000 15,000.00 3.000 15,000 031 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000 032 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.970 339,500 033 TYPE III BARRICADE EA 50.0000 2,700.00 54.000 2,700 034 TEMPORARY PAVEMENT MARKING (PAINT) M2 8.0000 5,040.00 810.050 6,480 035 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 29,100.00 25,729.560 15,437 036 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 30,600.00 701.000 21,030 037 TEMPORARY PAVEMENT MARKER EA 4.0000 16,200.00 1,999.000 7,996 038 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 16,000.00 9.000 9,000.00 12.000 12,000 039 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 40,000.00 10.000 40,000 040 TEMPORARY RAILING (TYPE K) M 16.0000 462,400.00 28,525.728 456,411 041 TEMPORARY CRASH CUSHION MODULE EA 125.0000 41,750.00 385.000 48,125 042 ABANDON CULVERT EA 1,000.0000 11,000.00 11.000 11,000 043 ABANDON STORAGE BOX LS 5,000.0000 5,000.00 1.000 5,000 044 ABANDON PUMP STATION LS 6,000.0000 6,000.00 1.000 6,000 045 ABANDON DRAINAGE STRUCTURE EA 1,000.0000 2,000.00 2.000 2,000 046 ABANDON MANHOLE EA 1,000.0000 3,000.00 2.000 2,000 047 ABANDON SEWER PIPE EA 800.0000 5,600.00 4.000 3,200 048 CLEAN DRAINAGE FACILITY EA 2,000.0000 6,000.00 3.000 6,000 049 ABANDON WATER WELL EA 1,500.0000 7,500.00 3.000 4,500 PROGRAM CAS145 PAGE 3 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CHAIN LINK FENCE M 6.0000 38,520.00 4,476.570 26,859 051 REMOVE HANDRAIL M 60.0000 360.00 6.000 360 052 REMOVE SLIDE HEADGATE LS 1,500.0000 1,500.00 1.000 1,500 053 REMOVE AUTOMATIC DRAINAGE GATE EA 300.0000 600.00 2.000 600 054 REMOVE CHAIN LINK GATE EA 200.0000 800.00 4.000 800 055 REMOVE METAL BEAM GUARD RAILING M 15.0000 58,950.00 51.330 769.95 3,974.330 59,614 056 REMOVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 057 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 14,775.00 985.000 1,477 STRIPE 058 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 11,460.00 20,481.640 30,722 059 REMOVE PAINTED PAVEMENT MARKING M2 23.0000 9,430.00 200.210 4,604 060 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 13,875.00 1,430.570 2,145 061 REMOVE PAVEMENT MARKER EA 0.5000 14,205.00 3,157.000 1,578 062 REMOVE ROADSIDE SIGN EA 75.0000 8,250.00 44.000 3,300 063 REMOVE EXTINGUISHABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0 SYSTEM 064 REMOVE SIGN TOWER STRUCTURE LS 10,000.0000 10,000.00 1.000 10,000 065 REMOVE OVERSIDE DRAIN EA 350.0000 4,550.00 13.000 4,550 066 REMOVE CULVERT EA 950.0000 86,450.00 86.000 81,700 067 REMOVE INLET EA 800.0000 59,200.00 74.000 59,200 068 REMOVE UNDERDRAIN SYSTEM M 120.0000 72,000.00 500.000 60,000 069 REMOVE EDGE DRAIN SYSTEM M 23.0000 82,800.00 3,059.450 70,367 070 REMOVE MANHOLE EA 800.0000 4,000.00 4.000 3,200 071 REMOVE RETAINING WALL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000 072 REMOVE RETAINING WALL (LOCATION A) LS 24,000.0000 24,000.00 1.000 24,000 073 REMOVE RETAINING WALL (LOCATION B) LS 12,000.0000 12,000.00 1.000 12,000 074 REMOVE CONCRETE MASONRY BLOCK WALL LS 30,000.0000 30,000.00 1.000 30,000 075 REMOVE RAILROAD TRACK M 1.0000 990.00 961.100 961 076 REMOVE RAILROAD CROSSING GATES LS 12,000.0000 12,000.00 1.000 12,000 PROGRAM CAS145 PAGE 4 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BASE AND SURFACING M3 17.0000 406,300.00 2,844.140 48,350.38 23,044.394 391,754 078 SALVAGE METAL BRIDGE RAILING M 50.0000 6,950.00 139.000 6,950 079 RELOCATE HYDRANT EA 4,200.0000 25,200.00 5.000 21,000 080 REMOVE HYDRANT EA 1,000.0000 2,000.00 2.000 2,000 081 REMOVE BOLLARD EA 250.0000 1,000.00 4.000 1,000 082 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 4,125.00 12.000 1,500 083 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 2,400.00 8.000 1,600 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 RELOCATE CHANGEABLE MESSAGE SIGN EA 7,500.0000 15,000.00 2.000 15,000 STRUCTURE 086 ADJUST DRAINAGE STRUCTURE M 1,500.0000 9,000.00 1.933 2,899 087 ADJUST FRAME AND COVER TO GRADE EA 500.0000 5,500.00 2.000 1,000 088 ADJUST FRAME AND GRATE TO GRADE EA 1,200.0000 1,200.00 0.000 0 089 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 3,000.00 0.000 0 090 MODIFY SEWER MANHOLE EA 1,500.0000 3,000.00 1.000 1,500 091 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.8000 63,840.00 6,143.260 17,201.13 16,206.680 45,378 092 REMOVE CONCRETE M3 90.0000 164,700.00 1,866.932 168,023 093 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,800.00 1,080.000 10,800 094 REMOVE CONCRETE BARRIER (TYPE 50) M 36.0000 46,080.00 1,280.000 46,080 095 REMOVE ROCK SLOPE PROTECTION M3 25.0000 1,300.00 52.000 1,300 096 CAP INLET EA 1,000.0000 1,000.00 1.000 1,000 097 CAP DRAINAGE STRUCTURE EA 1,500.0000 6,000.00 4.000 6,000 098 REMOVE STEEL RAILING M 20.0000 1,280.00 64.000 1,280 099 BRIDGE REMOVAL, LOCATION A LS 125,000.0000 125,000.00 1.000 125,000 100 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000 101 BRIDGE REMOVAL, LOCATION C LS 140,000.0000 140,000.00 1.000 140,000 102 BRIDGE REMOVAL, LOCATION D LS 100,000.0000 100,000.00 1.000 100,000 103 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 5 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 105 ROADWAY EXCAVATION M3 8.5000 1,368,500.00 156,228.620 1,327,943 106 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 107 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 640,900.00 9,860.000 640,900 (F) 108 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 212,144.00 13,385.000 214,160 (F) 109 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 394,550.00 6,070.000 394,550 (F) 110 STRUCTURE BACKFILL (RETAINING WALL) M3 47.0000 459,519.00 9,899.000 465,253 (F) 111 PERVIOUS BACKFILL MATERIAL M3 100.0000 23,200.00 232.000 23,200 (F) 112 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 28,350.00 405.000 28,350 (F) WALL) 113 SAND BACKFILL M3 150.0000 8,850.00 58.200 8,730 114 SLURRY CEMENT BACKFILL M3 200.0000 24,200.00 121.170 24,234 115 DITCH EXCAVATION M3 35.0000 14,000.00 395.400 13,839 116 EARTH RETAINING STRUCTURE, LOCATION A M2 400.0000 1,400,000.00 3,500.000 1,400,000 (F) 117 EARTH RETAINING STRUCTURE, LOCATION B M2 425.0000 1,041,250.00 2,450.000 1,041,250 (F) 118 EARTH RETAINING STRUCTURE, LOCATION C M2 400.0000 1,182,000.00 2,955.000 1,182,000 (F) 119 IMPORTED BORROW M3 0.2500 3,750.00 0.000 0 120 HIGHWAY PLANTING LS 75,000.0000 75,000.00 1.000 75,000 121 IMPORTED TOPSOIL M3 48.0000 120,000.00 2,038.560 97,850 122 IMPORTED TOPSOIL SOIL TEST LS 500.0000 500.00 1.000 500 123 EROSION CONTROL (TYPE D) M2 0.1000 8,800.00 42,732.840 4,273 124 EROSION CONTROL (NETTING) M2 2.5000 57,750.00 8,968.200 22,420 125 FIBER ROLLS M 6.5000 17,615.00 3,334.008 21,671 126 DRAINAGE INLET PROTECTION EA 275.0000 9,350.00 11.000 3,025 (EROSION CONTROL) 127 CHECK DAM (EROSION CONTROL) M 16.0000 2,080.00 49.620 793 128 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 4,550.00 8.000 5,200 129 PLANT (GROUP M) EA 7.0000 20,370.00 2,910.000 20,370 130 SEEDING KG 1,250.0000 2,500.00 2.000 2,500 PROGRAM CAS145 PAGE 6 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MAINTAIN EXISTING PLANTED AREAS LS 15,000.0000 15,000.00 1.000 15,000 132 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000 133 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 134 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 15,600.00 104.000 15,600 (F) 135 WATER METER EA 95,000.0000 285,000.00 3.000 285,000 136 200 MM CORRUGATED HIGH DENSITY M 150.0000 106,500.00 700.000 105,000 POLYETHYLENE PIPE CONDUIT 137 75 MM GALVANIZED STEEL PIPE WATER LINE M 75.0000 3,300.00 42.670 3,200 138 50 MM SPRINKLER CONTROL CONDUIT M 75.0000 3,300.00 42.670 3,200 139 LIME TONN 150.0000 552,000.00 2,116.000 317,400 140 LIME STABILIZATION M2 1.6500 174,900.00 81,154.100 133,904 141 CLASS 4 AGGREGATE SUBBASE M3 20.0000 268,400.00 10,876.237 217,524 142 CLASS 3 AGGREGATE BASE M3 35.0000 687,750.00 69.810 2,443.35 11,521.204 403,242 143 HOT MIX ASPHALT TONN 75.0000 6,825,000.00 149.125 11,184.38 102,973.139 7,722,985 144 HOT MIX ASPHALT (BASE LEVELING) TONN 90.0000 75,600.00 188.450 16,960.50 2,437.170 219,345 145 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000 146 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 6.0000 180.00 151.400 908 147 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.0000 564.00 66.200 397 148 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.0000 11,880.00 1,849.610 11,097 149 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.0000 960.00 201.700 1,210 150 PLACE HOT MIX ASPHALT M2 24.0000 11,760.00 490.000 11,760 (MISCELLANEOUS AREA) 151 TACK COAT TONN 650.0000 91,000.00 140.000 91,000 152 CONCRETE PAVEMENT M3 215.0000 6,839,150.00 31,935.850 6,866,207 153 SEAL PAVEMENT JOINT M 3.7500 217,500.00 56,043.790 210,164 154 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 158,500.00 317.000 158,500 PILING 155 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 1,031,200.00 2,556.000 1,022,400 PILING 156 1.6 M CAST-IN-DRILLED HOLE CONCRETE M 2,500.0000 17,500.00 7.390 18,475 PILING 157 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 137,150.00 211.000 137,150 PILING PROGRAM CAS145 PAGE 7 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH PILING (CLASS 900 MODIFIED) M 85.0000 98,770.00 1,164.000 98,940 159 DRIVE PILE (CLASS 900 MODIFIED) EA 1,000.0000 64,000.00 64.000 64,000 160 FURNISH PILING (CLASS 625) M 60.0000 486,540.00 7,911.930 474,715 (ALTERNATIVE "X") 161 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,100.0000 663,300.00 591.000 650,100 162 FURNISH PILING (CLASS 400) M 54.0000 169,884.00 3,167.000 171,018 (ALTERNATIVE "X") 163 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 800.0000 229,600.00 289.000 231,200 164 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 424,200.00 3,030.000 424,200 PILING (SOUND WALL) 165 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 380.0000 37,620.00 99.000 37,620 PILING (SOUND WALL) 166 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 217,600.00 1,088.000 217,600 PILING (360 MM) 167 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000 168 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 728,400.00 2,420.000 726,000 (F) 169 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,391,400.00 6,856.000 4,456,400 (F) 170 STRUCTURAL CONCRETE, SIGN POST SUPPORT M3 680.0000 26,520.00 42.500 28,900 (F) 171 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 1,400,240.00 3,087.500 1,420,250 (F) 172 STRUCTURAL CONCRETE, SOUND WALL M3 700.0000 212,800.00 304.000 212,800 173 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 960,300.00 2,910.000 960,300 (F) 174 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 44,800.00 56.000 44,800 (F) 175 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 211,200.00 264.000 211,200 (F) (TYPE N) 176 CLASS 2 CONCRETE (BOX CULVERT) M3 700.0000 651,000.00 928.000 649,600 177 CLASS 2 CONCRETE (HEADWALL) M3 650.0000 188,500.00 234.710 152,561 178 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 603,250.00 604.490 574,265 (F) 179 MINOR CONCRETE (BACKFILL) M3 200.0000 28,000.00 135.020 27,004 180 ORNAMENTAL LOGO EA 2,000.0000 12,000.00 6.000 12,000 (F) 181 FRACTURED RIB TEXTURE M2 90.0000 211,860.00 2,354.000 211,860 (F) 182 SOUND WALL (MASONRY BLOCK) M2 142.0000 446,448.00 3,144.000 446,448 (F) 183 CONCRETE MASONRY BLOCK WALL M2 200.0000 1,800.00 0.000 0 184 JOINT SEAL (MR 25 MM) M 100.0000 15,600.00 156.000 15,600 PROGRAM CAS145 PAGE 8 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL ASSEMBLY (MR 70 MM) M 750.0000 45,750.00 61.000 45,750 186 JOINT SEAL (MR 50 MM) M 200.0000 12,800.00 64.000 12,800 187 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 2,436,457.60 1,522,786.000 2,436,457 (F) 188 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 324,751.00 188,394.000 329,689 (F) 189 BAR REINFORCING STEEL KG 3.0000 10,200.00 3,947.500 11,842 (F) (SIGN POST SUPPORT) 190 BAR REINFORCING STEEL (SOUND WALL) KG 1.0000 25,200.00 24,331.000 24,331 191 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.8000 312,300.00 173,500.000 312,300 (F) 192 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6500 191,400.00 115,761.460 191,006 193 BAR REINFORCING STEEL (HEADWALL) KG 1.8000 42,120.00 23,400.000 42,120 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 195 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 196 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 595,600.00 74,450.000 595,600 197 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 37,225.00 74,450.000 37,225 198 FURNISH FORMED PANEL SIGN (ROADSIDE) M2 95.0000 95.00 0.000 0 199 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 95.0000 16,625.00 175.060 16,630 200 FURNISH LAMINATED PANEL SIGN M2 20.0000 820.00 28.240 564 (25.4 MM-TYPE B) 201 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 30.840 462 (1.6 MM-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 37.000 555 (2.0 MM-UNFRAMED) 203 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 165.00 11.000 165 (1.6 MM-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN M2 30.0000 60.00 2.000 60 (2.0 MM-FRAMED) 205 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 188,800.00 56.400 180,480 CONCRETE PILE (SIGN FOUNDATION) 206 METAL (RAIL MOUNTED SIGN) KG 13.0000 42,900.00 3,300.000 42,900 207 ROADSIDE SIGN - ONE POST EA 250.0000 15,250.00 53.000 13,250 208 ROADSIDE SIGN - TWO POST EA 400.0000 6,000.00 15.000 6,000 209 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 4.000 800 METHOD) 210 INSTALL SIGN OVERLAY M2 25.0000 75.00 3.000 75 211 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 400.00 15.500 387 PROGRAM CAS145 PAGE 9 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 34,400.00 164.600 32,920 213 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 132.0000 451,440.00 3,231.690 426,583 214 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 148.0000 48,840.00 326.800 48,366 215 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 68,800.00 398.940 63,830 216 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 160.0000 33,600.00 206.330 33,012 217 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 24,150.00 126.500 26,565 218 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 8,100.00 26.700 8,010 219 1050 MM ALTERNATIVE PIPE CULVERT M 310.0000 43,400.00 140.000 43,400 220 1200 MM ALTERNATIVE PIPE CULVERT M 525.0000 39,375.00 75.000 39,375 221 375 MM REINFORCED CONCRETE PIPE M 150.0000 46,800.00 316.100 47,415 222 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 3,000.00 2.300 2,300 223 1200 MM REINFORCED CONCRETE PIPE M 1,500.0000 4,500.00 14.110 21,165 224 1500 MM REINFORCED CONCRETE PIPE M 925.0000 259,000.00 274.700 254,097 225 1800 MM REINFORCED CONCRETE PIPE M 1,200.0000 46,800.00 39.000 46,800 226 2400 MM REINFORCED CONCRETE PIPE CASING M 2,800.0000 212,800.00 75.600 211,680 (CLASS IV, RUBBER GASKET JOINT) 227 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,300.0000 143,000.00 108.300 140,790 228 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 162,000.00 121.300 163,755 229 300 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 9.400 2,350 (1.63 MM THICK) 230 450 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 9.400 2,350 (2.01 MM THICK) 231 600 MM CORRUGATED STEEL PIPE M 300.0000 2,100.00 7.000 2,100 (2.01 MM THICK) 232 900 MM CORRUGATED STEEL PIPE M 400.0000 5,200.00 13.000 5,200 (2.01 MM THICK) 233 1200 MM CORRUGATED STEEL PIPE M 1,000.0000 6,000.00 6.000 6,000 (2.01 MM THICK) 234 450 MM ALTERNATIVE SLOTTED PIPE M 325.0000 39,000.00 109.410 35,558 235 11.05M X 5.33M CORRUGATED STEEL PLATE M 14,000.0000 280,000.00 20.000 280,000 ARCH (9.65MM THICK) 236 150 MM PERFORATED PLASTIC PIPE M 78.0000 3,900.00 0.000 0 UNDERDRAIN 237 200 MM PERFORATED PLASTIC M 67.0000 231,820.00 3,107.000 208,169 PIPE UNDERDRAIN 238 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 6,000.00 23.800 5,950 (1.63 MM THICK) 240 ANCHOR ASSEMBLY EA 200.0000 1,800.00 6.000 1,200 241 DRAINAGE INLET MARKER EA 10.0000 230.00 23.000 230 242 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 12,500.00 25.000 12,500 243 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 275.0000 16,775.00 60.300 16,582 244 762 MM WELDED STEEL PIPE SPLIT CASING M 1,300.0000 44,200.00 11.160 14,508 (4.78 MM THICK) 245 1000 MM WELDED STEEL PIPE SPLIT CASING M 3,200.0000 9,600.00 8.500 27,200 (4.78 MM THICK) 246 1350 MM WELDED STEEL PIPE M 2,200.0000 48,400.00 22.000 48,400 (6.35 MM THICK) 247 JACKED 1350 MM WELDED STEEL PIPE CASING M 2,900.0000 145,000.00 50.000 145,000 (6.53 MM THICK) 248 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 1.000 300 249 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,800.00 4.000 1,800 250 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 251 TYPE "A" INLET (CITY OF PITTSBURG) EA 1,500.0000 42,000.00 26.000 39,000 252 TYPE "B" INLET EA 1,500.0000 4,500.00 3.000 4,500 253 TYPE "I" MANHOLE (CITY OF PITTSBURG) EA 5,000.0000 25,000.00 5.000 25,000 254 600 MM SLIDE HEADGATE EA 2,800.0000 5,600.00 2.000 5,600 255 DEBRIS RACK CAGE EA 2,500.0000 2,500.00 1.000 2,500 256 300 MM REINFORCED CONCRETE SEWER PIPE M 250.0000 2,750.00 0.000 0 257 900 MM REINFORCED CONCRETE SEWER PIPE M 880.0000 237,600.00 262.600 231,088 258 200 MM POLYVINYL CHLORIDE SEWER PIPE M 200.0000 50,000.00 73.000 14,600 259 SEWER MANHOLE EA 7,000.0000 56,000.00 6.000 42,000 260 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 160.0000 54,880.00 343.000 54,880 261 ROCK SLOPE PROTECTION M3 120.0000 18,000.00 146.200 17,544 (FACING, METHOD B) 262 ROCK SLOPE PROTECTION M3 150.0000 7,650.00 44.700 6,705 (BACKING NO. 2, METHOD B) 263 SLOPE PAVING (CONCRETE) M3 750.0000 24,750.00 33.000 24,750 (F) 264 MINOR CONCRETE (DITCH LINING) M3 400.0000 20,800.00 76.460 30,584 265 MINOR CONCRETE (PIPE ENCASEMENT) M3 1,000.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 ROCK SLOPE PROTECTION FABRIC M2 3.0000 2,640.00 846.500 2,539 267 MINOR CONCRETE (MISCELLANEOUS M3 360.0000 273,600.00 650.510 234,183 CONSTRUCTION) 268 MISCELLANEOUS IRON AND STEEL KG 2.5000 97,000.00 36,413.000 91,032 269 MISCELLANEOUS METAL (BRIDGE) KG 7.0000 33,600.00 4,800.000 33,600 (F) 270 MISCELLANEOUS METAL (RETAINING WALL) KG 15.0000 10,800.00 720.000 10,800 (F) 271 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 12,600.00 1,050.000 12,600 (F) 272 UPI RECLAIMED WATER LINE PROTECTION LS 70,000.0000 70,000.00 1.000 70,000 273 CITY OF PITTSBURG 450 MM DUCTILE IRON LS 250,000.0000 250,000.00 1.000 250,000 PIPE WATERLINE 274 CITY OF PITTSBURG 450 MM WATERLINE LS 200,000.0000 200,000.00 1.000 200,000 TEMPORARY BYPASS 275 PRAXAIR 350 MM RECLAIMED WATER LINE LS 200,000.0000 200,000.00 1.000 200,000 RELOCATION 276 USBR WATER LATERAL 14 MODIFICATION LS 20,000.0000 20,000.00 1.000 20,000 277 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 75,000.0000 75,000.00 1.000 75,000 RELOCATION (LOCATION 1) 278 LOVERRIDGE RETAIL CENTER WATER EQUIPMENT LS 50,000.0000 50,000.00 1.000 50,000 RELOCATION (LOCATION 2) 279 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 6,000.0000 6,000.00 1.000 6,000 RELOCATION (LOCATION 3) 280 CHAIN LINK FENCE (TYPE CL-0.9, M 32.0000 89,280.00 2,780.000 88,960 (F) VINYL-CLAD) 281 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 72,300.00 2,121.500 63,645 282 WOOD FENCE M 300.0000 4,500.00 19.250 5,775 283 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 6.000 5,400 284 TUBULAR ALUMINUM FENCE RAILING M 140.0000 11,200.00 81.000 11,340 285 STEEL FENCE M 750.0000 1,500.00 2.000 1,500 286 1.2 M STEEL GATE EA 725.0000 1,450.00 2.000 1,450 287 DELINEATOR (CLASS 1) EA 40.0000 1,600.00 40.000 1,600 288 PAINT POSTMILE MARKINGS EA 40.0000 1,520.00 38.000 1,520 289 OBJECT MARKER EA 40.0000 320.00 6.000 240 290 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,600.00 285.800 17,148 291 CHAIN LINK RAILING M 150.0000 41,100.00 274.000 41,100 (F) (TYPE 7, BLACK VINYL-CLAD) 292 CONCRETE BARRIER (TYPE K) M 160.0000 9,760.00 61.000 9,760 (F) PROGRAM CAS145 PAGE 12 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 26 MODIFIED) M 450.0000 123,300.00 269.811 121,414 (F) 294 CONCRETE BARRIER (TYPE-26B MODIFIED) M 800.0000 24,000.00 30.000 24,000 (F) 295 CABLE RAILING M 65.0000 3,900.00 54.000 3,510 296 TRANSITION RAILING (TYPE WB) EA 3,700.0000 33,300.00 7.000 25,900 297 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 3.000 2,700 298 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 4.000 12,400 299 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 6.000 13,800 300 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000 301 CONCRETE BARRIER (TYPE 60D) M 180.0000 219,060.00 1,217.000 219,060 (F) 302 CONCRETE BARRIER (TYPE 60E MODIFIED) M 700.0000 117,600.00 168.000 117,600 (F) 303 CONCRETE BARRIER (TYPE 732 MODIFIED) M 170.0000 439,960.00 2,588.000 439,960 (F) 304 CONCRETE BARRIER (TYPE 732) M 220.0000 23,100.00 105.000 23,100 (F) 305 CONCRETE BARRIER (TYPE 732A) M 325.0000 8,450.00 26.000 8,450 (F) 306 CONCRETE BARRIER (TYPE 732A MODIFIED) M 185.0000 57,350.00 310.000 57,350 (F) 307 CONCRETE BARRIER (TYPE 732B) M 250.0000 48,500.00 194.000 48,500 (F) 308 CONCRETE BARRIER (TYPE 732B MODIFIED) M 555.0000 9,990.00 18.000 9,990 (F) 309 CONCRETE BARRIER (TYPE 736B MODIFIED) M 310.0000 67,270.00 217.000 67,270 (F) 310 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 320.0000 208,000.00 650.000 208,000 (F) 311 EBART CONCRETE BARRIER M 430.0000 2,562,800.00 5,960.000 2,562,800 312 EBART CONCRETE BARRIER (MODIFIED) M 1,700.0000 37,400.00 22.000 37,400 313 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 20,100.00 550.990 16,529 314 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 17,600.00 42,403.270 33,922 315 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 735.00 155.200 232 316 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,240.00 2,690.340 5,380 317 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 6,335.00 5,326.380 9,321 (BROKEN 3.66 M - 0.92 M) 318 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 195.00 150.000 195 (BROKEN 3.66 M - 0.91 M) 319 PAINT TRAFFIC STRIPE M 5.0000 110.00 20.120 100 (2-COAT 300 MM WHITE CHEVRON STRIPE) PROGRAM CAS145 PAGE 13 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 PAINT TRAFFIC STRIPE M 5.0000 700.00 69.000 345 (2-COAT 300 MM DIAGONAL STRIPE) 321 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,330.00 7,125.000 7,125 322 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8000 8,100.00 4,482.000 8,067 323 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 324 SIGNAL AND LIGHTING (TEMPORARY) LS 400,000.0000 400,000.00 1.000 400,000 325 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 1.000 125,000 326 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 1.000 175,000 327 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 1.000 140,000 328 SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 1.000 100,000 329 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 1.000 50,000 330 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 1.000 150,000 331 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000 332 INTERCONNECTION CONDUIT LS 90,000.0000 90,000.00 1.000 90,000 333 EMERGENCY VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 334 COMMUNICATION CONDUIT LS 250,000.0000 250,000.00 1.000 250,000 335 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.800 8,000 336 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 300.0000 3,000.00 10.000 3,000 SENSOR UNIT 337 TRAFFIC OPERATIONS SYSTEM LS 415,000.0000 415,000.00 1.000 415,000 338 INTEGRATED CAMERA UNIT EA 7,000.0000 42,000.00 5.000 35,000 339 CAMERA CONTROL UNIT EA 1,500.0000 9,000.00 5.000 7,500 340 VIDEO ENCODER UNIT EA 4,000.0000 24,000.00 5.000 20,000 341 POWER STRIP EA 150.0000 900.00 5.000 750 342 EQUIPMENT SHELF WITH BRACKETS EA 120.0000 720.00 5.000 600 343 HYBRID CAMERA CABLE (HCC) EA 500.0000 3,000.00 5.000 2,500 344 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 10,000.0000 20,000.00 2.000 20,000 345 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 12,000.00 5.000 10,000 WIRELESS MODEM ASSEMBLY 346 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 347 450 MM REINFORCED CONCRETE PIPE M 120.0000 20,400.00 198.430 23,811 348 CLASS 3 PERMEABLE MATERIAL M3 70.0000 37,800.00 0.000 0 349 CONDUIT SYSTEM (E BART) LS 800,000.0000 800,000.00 1.000 800,000 PROGRAM CAS145 PAGE 15 DATE 05/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 10:47 AM ESTIMATE NO. 056 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/14 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 05/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 105,909.69 58,831,737.38 ADJUSTMENT OF COMPENSATION 263,219.91 4,681,992.38 EXTRA WORK 9,496.07 6,720,752.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 378,625.67 70,234,481.81 350 MOBILIZATION LS 6,200,000.0000 6,200,000.00 1.000 6,200,000 ORIGINAL CONTRACT AMOUNT 64,937,452.60 TOTAL WORK COMPLETED 378,625.67 76,434,481.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 142,417.68 0.00 TOTAL 521,043.35 76,434,481.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/06/10 810 06/30/10 06/30/10 06/30/14 732 264 -18 0 100% 100% SCHNEIDER, JOLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/15/15