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 04/22/13 EST. NO.36 TIME 11:33 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 --------------------------------------------------------------------------- 004 0016 29,826.62 A.C. @ U.P.(+) 041813 N 876782 028 0006 968.81 A.C. @ U.P.(+) 041813 N 876784 049 0033 1,685.74 E.W. @ F.A.(+) 012913 N 2016.0 0034 7,426.74 013013 N 2017.0 0035 3,027.70 020113 N 2018.0 0036 6,116.89 021213 N 2022.0 085 0035 166.73 E.W. @ F.A.(+) 022613 Y 1988.0 49,219.23 TOTAL THIS ESTIMATE 4,815,050.72 TOTAL PREVIOUS ESTIMATE 4,864,269.95 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 04/22/13 EST. NO.36 TIME 11:33 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 13 LATE LC PU 6/7/11 -3,000.00 13 CIDH LVR BENTS 2 & 3 -2,800.00 18 NCR NO. 281 SL291B -1,800.00 22 NCR NO. 280 SL291B -388.00 22 #196 INSP 2/22/11 -5,000.00 24 4/25/12 COZEEP -50.00 24 REJECTED CIDH PILE 1 -400.00 26 PCC INADEQUATE THICK -17,538.26 32 DOWEL BAR MISALIGNED -1,033.60 34 0.00 -56,009.86 TOTAL DEDUCTIONS 0.00 -56,009.86 PROGRAM CAS145 PAGE 1 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 LOCATION PROGRESS 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 0.750 3,750 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 1.000 250 003 TIME-RELATED OVERHEAD WDAY 1,100.0000 825,000.00 20.000 22,000.00 521.000 573,100 004 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 42,900.00 176.870 29,183 010 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 97.200 20,898 013 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.026 2,600.00 0.677 67,700 014 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.100 300.00 0.700 2,100 PREVENTION PLAN 015 DEWATERING AND NON-STORMWATER DISCHARGE LS 30,000.0000 30,000.00 0.026 780.00 0.677 20,310 CONTROL 016 TEMPORARY FIBER ROLL M 5.7500 59,800.00 594.360 3,417.57 7,193.120 41,360 017 TEMPORARY SILT FENCE M 5.0000 29,750.00 54.860 274.30 4,639.710 23,198 018 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 7.000 10,500 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 1.000 2,000.00 27.500 55,000 020 TEMPORARY COVER M2 2.5000 11,000.00 2,050.000 5,125.00 21,236.910 53,092 021 TEMPORARY CHECK DAM M 15.0000 7,500.00 484.060 7,260 022 MOVE-IN/MOVE-OUT EA 650.0000 6,500.00 1.000 650.00 9.000 5,850 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 1,800.00 305.000 68,625 024 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 100,000.00 4.000 80,000 025 TEMPORARY HYDRAULIC MULCH M2 1.1000 52,140.00 1,114.840 1,226.32 104,867.230 115,353 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 100,000.0000 100,000.00 0.026 2,600.00 0.677 67,700 027 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 0.000 0 030 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 0.012 720.00 0.557 33,420 032 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.026 9,100.00 0.677 236,950 033 TYPE III BARRICADE EA 50.0000 2,700.00 6.000 300 034 TEMPORARY PAVEMENT MARKING (PAINT) M2 8.0000 5,040.00 6.500 52.00 808.190 6,465 035 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 29,100.00 740.000 444.00 27,461.960 16,477 036 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 30,600.00 554.000 16,620 037 TEMPORARY PAVEMENT MARKER EA 4.0000 16,200.00 2,199.000 8,796 038 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 16,000.00 3.000 3,000 039 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 40,000.00 3.000 12,000.00 10.000 40,000 040 TEMPORARY RAILING (TYPE K) M 16.0000 462,400.00 1,851.470 29,623.52 19,015.798 304,252 041 TEMPORARY CRASH CUSHION MODULE EA 125.0000 41,750.00 32.000 4,000.00 346.000 43,250 042 ABANDON CULVERT EA 1,000.0000 11,000.00 7.000 7,000 043 ABANDON STORAGE BOX LS 5,000.0000 5,000.00 0.500 2,500 044 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 1.000 1,000 046 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 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,412.570 26,475 051 REMOVE HANDRAIL M 60.0000 360.00 0.000 0 052 REMOVE SLIDE HEADGATE LS 1,500.0000 1,500.00 1.000 1,500 053 REMOVE AUTOMATIC DRAINAGE GATE EA 300.0000 600.00 0.000 0 054 REMOVE CHAIN LINK GATE EA 200.0000 800.00 2.000 400 055 REMOVE METAL BEAM GUARD RAILING M 15.0000 58,950.00 2,358.760 35,381 056 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 0.000 0 STRIPE 058 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 11,460.00 700.000 1,050.00 8,391.810 12,587 059 REMOVE PAINTED PAVEMENT MARKING M2 23.0000 9,430.00 172.910 3,976 060 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 13,875.00 234.130 351 061 REMOVE PAVEMENT MARKER EA 0.5000 14,205.00 1,291.000 645 062 REMOVE ROADSIDE SIGN EA 75.0000 8,250.00 0.000 0 063 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 8.000 2,800 066 REMOVE CULVERT EA 950.0000 86,450.00 52.000 49,400 067 REMOVE INLET EA 800.0000 59,200.00 45.000 36,000 068 REMOVE UNDERDRAIN SYSTEM M 120.0000 72,000.00 290.000 34,800 069 REMOVE EDGE DRAIN SYSTEM M 23.0000 82,800.00 1,044.150 24,015 070 REMOVE MANHOLE EA 800.0000 4,000.00 3.000 2,400 071 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 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 289.00 6,974.514 118,566 078 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 0.000 0 083 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 2,400.00 1.000 200 084 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 0.000 0 087 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 13,229.620 37,042 092 REMOVE CONCRETE M3 90.0000 164,700.00 1,863.132 167,681 093 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,800.00 0.000 0 094 REMOVE CONCRETE BARRIER (TYPE 50) M 36.0000 46,080.00 882.000 31,752 095 REMOVE ROCK SLOPE PROTECTION M3 25.0000 1,300.00 52.000 1,300 096 CAP INLET EA 1,000.0000 1,000.00 0.000 0 097 CAP DRAINAGE STRUCTURE EA 1,500.0000 6,000.00 3.000 4,500 098 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 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.026 650.00 0.677 16,925 105 ROADWAY EXCAVATION M3 8.5000 1,368,500.00 3,503.120 29,776.52 153,700.000 1,306,450 106 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 1,117.000 17,872.00 13,373.000 213,968 (F) 109 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 394,550.00 5,940.000 386,100 (F) 110 STRUCTURE BACKFILL (RETAINING WALL) M3 47.0000 459,519.00 652.000 30,644.00 9,434.500 443,421 (F) 111 PERVIOUS BACKFILL MATERIAL M3 100.0000 23,200.00 220.000 22,000 (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 7.000 1,050 114 SLURRY CEMENT BACKFILL M3 200.0000 24,200.00 10.430 2,086 115 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 3,498.000 1,399,200 (F) 117 EARTH RETAINING STRUCTURE, LOCATION B M2 425.0000 1,041,250.00 2,448.000 1,040,400 (F) 118 EARTH RETAINING STRUCTURE, LOCATION C M2 400.0000 1,182,000.00 2,953.000 1,181,200 (F) 119 IMPORTED BORROW M3 0.2500 3,750.00 0.000 0 120 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.552 41,400 121 IMPORTED TOPSOIL M3 48.0000 120,000.00 171.300 8,222 122 IMPORTED TOPSOIL SOIL TEST LS 500.0000 500.00 1.000 500 123 EROSION CONTROL (TYPE D) M2 0.1000 8,800.00 29,454.640 2,945 124 EROSION CONTROL (NETTING) M2 2.5000 57,750.00 3,345.230 8,363 125 FIBER ROLLS M 6.5000 17,615.00 1,413.210 9,185 126 DRAINAGE INLET PROTECTION EA 275.0000 9,350.00 1.000 275 (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 4.000 2,600 129 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 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 7,500 132 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0 133 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.746 111,900 134 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 2.000 190,000 136 200 MM CORRUGATED HIGH DENSITY M 150.0000 106,500.00 28.800 4,320.00 538.300 80,745 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 3,200.25 42.670 3,200 139 LIME TONN 150.0000 552,000.00 63.610 9,541.50 1,701.070 255,160 140 LIME STABILIZATION M2 1.6500 174,900.00 2,714.000 4,478.10 61,800.500 101,970 141 CLASS 4 AGGREGATE SUBBASE M3 20.0000 268,400.00 436.280 8,725.60 10,927.650 218,553 142 CLASS 3 AGGREGATE BASE M3 35.0000 687,750.00 370.000 12,950.00 13,481.840 471,864 143 HOT MIX ASPHALT TONN 75.0000 6,825,000.00 3,444.220 258,316.50 67,808.693 5,085,651 144 HOT MIX ASPHALT (BASE LEVELING) TONN 90.0000 75,600.00 1,633.080 146,977 145 DATA CORE LS 10,000.0000 10,000.00 0.000 0 146 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 6.0000 180.00 0.000 0 147 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.0000 564.00 21.000 126 148 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.0000 11,880.00 144.770 868 149 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.0000 960.00 103.100 618 150 PLACE HOT MIX ASPHALT M2 24.0000 11,760.00 317.400 7,617 (MISCELLANEOUS AREA) 151 TACK COAT TONN 650.0000 91,000.00 52.080 33,852 152 CONCRETE PAVEMENT M3 215.0000 6,839,150.00 608.910 130,915.65 18,546.490 3,987,495 153 SEAL PAVEMENT JOINT M 3.7500 217,500.00 1,666.950 6,251.06 33,354.150 125,078 154 450 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 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 87,500.00 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 40.000 26,000.00 6,581.000 4,277,650 (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 1,400,240.00 356.000 163,760.00 2,946.000 1,355,160 (F) 172 STRUCTURAL CONCRETE, SOUND WALL M3 700.0000 212,800.00 294.900 206,430 173 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 0.000 0 (F) 175 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 211,200.00 150.000 120,000 (F) (TYPE N) 176 CLASS 2 CONCRETE (BOX CULVERT) M3 700.0000 651,000.00 790.280 553,196 177 CLASS 2 CONCRETE (HEADWALL) M3 650.0000 188,500.00 219.890 142,928 178 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 603,250.00 7.270 6,906.50 480.974 456,925 (F) 179 MINOR CONCRETE (BACKFILL) M3 200.0000 28,000.00 124.980 24,996 180 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 49.000 4,900 PROGRAM CAS145 PAGE 8 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.500 22,875 186 JOINT SEAL (MR 50 MM) M 200.0000 12,800.00 32.000 6,400 187 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 2,436,457.60 -5,281.000 -8,449.60 1,522,786.000 2,436,457 (F) 188 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 324,751.00 11,864.000 20,762.00 179,576.000 314,258 (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 191,400.00 100,947.460 166,563 193 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 73,900.000 36,950 198 FURNISH FORMED PANEL SIGN (ROADSIDE) M2 95.0000 95.00 0.000 0 199 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 95.0000 16,625.00 158.560 15,063 200 FURNISH LAMINATED PANEL SIGN M2 20.0000 820.00 0.000 0 (25.4 MM-TYPE B) 201 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0 (1.6 MM-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0 (2.0 MM-UNFRAMED) 203 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 165.00 0.000 0 (1.6 MM-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN M2 30.0000 60.00 0.000 0 (2.0 MM-FRAMED) 205 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 188,800.00 56.200 179,840 CONCRETE PILE (SIGN FOUNDATION) 206 METAL (RAIL MOUNTED SIGN) KG 13.0000 42,900.00 0.000 0 207 ROADSIDE SIGN - ONE POST EA 250.0000 15,250.00 0.000 0 208 ROADSIDE SIGN - TWO POST EA 400.0000 6,000.00 0.000 0 209 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0 METHOD) 210 INSTALL SIGN OVERLAY M2 25.0000 75.00 0.000 0 211 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 400.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,704.870 357,042 214 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 148.0000 48,840.00 303.630 44,937 215 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 68,800.00 267.950 42,872 216 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 160.0000 33,600.00 14.300 2,288 217 750 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 27.440 8,232 219 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 3.300 825 (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 8.000 3,200 (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 80.700 26,227 235 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 14.800 991 PIPE UNDERDRAIN 238 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 600 241 DRAINAGE INLET MARKER EA 10.0000 230.00 0.000 0 242 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 3.000 1,350 250 750 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 24.000 36,000 252 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 4.000 20,000 254 600 MM SLIDE HEADGATE EA 2,800.0000 5,600.00 0.000 0 255 DEBRIS RACK CAGE EA 2,500.0000 2,500.00 0.000 0 256 300 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 33.700 5,055 (BACKING NO. 2, METHOD B) 263 SLOPE PAVING (CONCRETE) M3 750.0000 24,750.00 0.000 0 (F) 264 MINOR CONCRETE (DITCH LINING) M3 400.0000 20,800.00 78.420 31,368 265 MINOR CONCRETE (PIPE ENCASEMENT) M3 1,000.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,640.00 831.200 2,493 267 MINOR CONCRETE (MISCELLANEOUS M3 360.0000 273,600.00 422.640 152,150 CONSTRUCTION) 268 MISCELLANEOUS IRON AND STEEL KG 2.5000 97,000.00 592.000 1,480.00 26,800.000 67,000 269 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 12,600.00 1,050.000 12,600 (F) 272 UPI RECLAIMED WATER LINE PROTECTION LS 70,000.0000 70,000.00 0.150 10,500.00 0.660 46,200 273 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 0.951 190,200 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 2,659.630 85,108 (F) VINYL-CLAD) 281 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 72,300.00 185.510 5,565.30 453.810 13,614 282 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 2.000 1,800 284 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 0.000 0 287 DELINEATOR (CLASS 1) EA 40.0000 1,600.00 0.000 0 288 PAINT POSTMILE MARKINGS EA 40.0000 1,520.00 0.000 0 289 OBJECT MARKER EA 40.0000 320.00 0.000 0 290 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,600.00 19.100 1,146.00 91.900 5,514 291 CHAIN LINK RAILING M 150.0000 41,100.00 145.000 21,750 (F) (TYPE 7, BLACK VINYL-CLAD) 292 CONCRETE BARRIER (TYPE K) M 160.0000 9,760.00 0.000 0 (F) PROGRAM CAS145 PAGE 12 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 123,300.00 143.800 64,710 (F) 294 CONCRETE BARRIER (TYPE-26B MODIFIED) M 800.0000 24,000.00 28.000 22,400 (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 1.000 3,700.00 5.000 18,500 297 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 2.000 1,800.00 2.000 1,800 298 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 2.000 6,200 299 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 3.000 6,900.00 5.000 11,500 300 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0 301 CONCRETE BARRIER (TYPE 60D) M 180.0000 219,060.00 878.000 158,040 (F) 302 CONCRETE BARRIER (TYPE 60E MODIFIED) M 700.0000 117,600.00 0.000 0 (F) 303 CONCRETE BARRIER (TYPE 732 MODIFIED) M 170.0000 439,960.00 104.000 17,680.00 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 0.000 0 (F) 309 CONCRETE BARRIER (TYPE 736B MODIFIED) M 310.0000 67,270.00 216.000 66,960 (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 2,460.000 1,057,800 312 EBART CONCRETE BARRIER (MODIFIED) M 1,700.0000 37,400.00 0.000 0 313 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 20,100.00 0.000 0 314 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 17,600.00 0.000 0 315 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 735.00 0.000 0 316 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,240.00 0.000 0 317 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 6,335.00 0.000 0 (BROKEN 3.66 M - 0.92 M) 318 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 195.00 0.000 0 (BROKEN 3.66 M - 0.91 M) 319 PAINT TRAFFIC STRIPE M 5.0000 110.00 0.000 0 (2-COAT 300 MM WHITE CHEVRON STRIPE) PROGRAM CAS145 PAGE 13 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (2-COAT 300 MM DIAGONAL STRIPE) 321 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,330.00 286.000 286 322 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8000 8,100.00 59.000 106 323 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 324 SIGNAL AND LIGHTING (TEMPORARY) LS 400,000.0000 400,000.00 0.993 397,200 325 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.273 34,125 326 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.010 1,750.00 0.741 129,675 327 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.381 53,340 328 SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 0.889 88,900 329 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 0.021 1,050.00 0.522 26,100 330 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 0.022 3,300.00 0.744 111,600 331 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.002 500.00 0.698 174,500 332 INTERCONNECTION CONDUIT LS 90,000.0000 90,000.00 0.589 53,010 333 EMERGENCY VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 0.000 0 334 COMMUNICATION CONDUIT LS 250,000.0000 250,000.00 0.692 173,000 335 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 0.000 0 SENSOR UNIT 337 TRAFFIC OPERATIONS SYSTEM LS 415,000.0000 415,000.00 0.089 36,935.00 0.717 297,555 338 INTEGRATED CAMERA UNIT EA 7,000.0000 42,000.00 3.000 21,000 339 CAMERA CONTROL UNIT EA 1,500.0000 9,000.00 3.000 4,500 340 VIDEO ENCODER UNIT EA 4,000.0000 24,000.00 0.000 0 341 POWER STRIP EA 150.0000 900.00 0.000 0 342 EQUIPMENT SHELF WITH BRACKETS EA 120.0000 720.00 0.000 0 343 HYBRID CAMERA CABLE (HCC) EA 500.0000 3,000.00 3.000 1,500 344 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 0.000 0 WIRELESS MODEM ASSEMBLY 346 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.870 584.40 43.380 5,205 348 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 0.015 12,000.00 0.365 292,000 PROGRAM CAS145 PAGE 15 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 11:33 AM ESTIMATE NO. 36 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 04/20/13 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,031,662.49 46,817,299.51 ADJUSTMENT OF COMPENSATION 30,795.43 1,199,469.29 EXTRA WORK 18,423.80 3,664,800.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,080,881.72 51,681,569.46 350 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 1,080,881.72 57,881,569.46 MATERIALS ON HAND ON SITE 822,213.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -56,009.86 TOTAL 1,080,881.72 58,647,772.89 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 05/06/10 810 06/30/10 06/30/10 07/18/14 521 179 20 0 81% 68% PROGRESS IS SATISFACTORY SCHNEIDER, JOLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/13