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 09/25/17 EST. NO. 075 TIME 08:38 AM R.E. NAME: GURFINKEL, VLADIMIR 07-1218W4 --------------------------------------------------------------------------- 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 0991 2,458.79 E.W. @ F.A.(+) 072216 Y 1992.0 0993 4,383.80 022017 N 1777.0 0994 1,597.19 082216 N 1835.0 0995 213.63 092916 Y 2001.0 0996 213.63 100416 Y 2002.0 0997 2,314.94 070717 Y 2027.0 0998 156.65 070317 Y 2028.0 0999 1,439.12 062817 Y 2029.0 1000 225.46 062817 Y 2030.0 1001 377.35 062717 Y 2031.0 1002 294.97 062717 Y 2032.0 1003 150.31 061217 Y 2033.0 1004 300.61 061317 Y 2034.0 002 0004 175.84 E.W. @ F.A.(+) 100214 N 1919.0 0005 215.82 122314 N 1920.0 0006 1,040.20 101615 N 1921.0 0007 375.58 101815 N 1922.0 0008 128.85 111616 N 1923.0 0009 202.84 020217 N 1925.0 0010 2,359.68 111616 N 1926.0 0011 5,499.01 022317 N 1947.0 047 0021 30,627.00 E.W. @ L.S.(+) 091517 N 010 0 053 0008 299,091.72 E.W. @ L.S.(+) 091017 N 2024.0 067 0004 84,375.00 E.W. @ L.S.(+) 071017 N 1996.0 117 0018 1,336,859.20 A.C. @ L.S.(+) 081717 N 2023.0 138 0008 11,710.68 E.W. @ F.A.(+) 042417 Y 1970.0 0009 13,633.91 042517 Y 1971.0 0010 8,560.96 042617 Y 1972.0 0012 3,138.90 040717 Y 1978.0 156 0006 2,252.00 E.W. @ F.A.(+) 012517 N 1884.1 159 0001 34,451.83 A.C. @ L.S.(+) 073017 N 2016.0 166 0003 36,603.00 E.W. @ L.S.(+) 091517 N 0001 0 183 0001 8,927.09 A.C. @ L.S.(+) 073017 N 2017.0 204 0001 143,000.00 E.W. @ L.S.(+) 071017 N 1995.0 2,037,355.56 TOTAL THIS ESTIMATE 24,504,995.36 TOTAL PREVIOUS ESTIMATE 26,542,350.92 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 09/25/17 EST. NO. 075 TIME 08:38 AM R.E. NAME: GURFINKEL, VLADIMIR 07-1218W4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NON-COMPLIANCE -25,000.00 026 CPM COMPLIANCE 25,000.00 027 CPM NON-COMPLIANCE -25,000.00 031 CPM COMPLIANCE 25,000.00 032 CEM 4401 2016 S. W. -10,000.00 063 CEM 4401 2016 S.W. 10,000.00 064 CPM NON-COMPLIANCE -25,000.00 074 CPM NON-COMPLIANCE -50,000.00 075 DBE CEM 2406 -276,280.00 075 -326,280.00 -351,280.00 EQUAL EMPLOYMENT OPPORTUNITY FORM 1391 -10,000.00 075 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION VEOLIA FEB MISS CPRS -2,000.00 031 MISSING PAYROLL AMCO -1,000.00 033 MISSING PAYROLL AMCO 1,000.00 035 VEOLIA FEB MISS CPRS 2,000.00 035 MISSING MAY CPR'S -1,000.00 037 MISSING MAY CPR'S 1,000.00 038 MISSING OCT/NOV CPRS -10,000.00 045 MSS JAN/FEB/MAR CPRS -10,000.00 050 MISSING OCT/NOV CPRS 10,000.00 054 MSS APR/MAY/JUN CPRS -10,000.00 055 MSS JULY CPR'S -10,000.00 056 MSS JULY CPR'S 10,000.00 058 MSS APR/MAY/JUN CPRS 10,000.00 060 MSS DOCUMENTS -8,000.00 060 MSS CPR'S DEC 2016 -5,000.00 064 CPR MAR 2017 -10,000.00 067 CPR APRIL 2017 -5,000.00 069 CPR MAY 17 -8,000.00 071 CPR JUNE 17 -3,000.00 073 CPR MAY 17 8,000.00 073 CPR APRIL 2017 5,000.00 075 CPR JUNE 17 3,000.00 075 MSS DOCUMENTS 8,000.00 075 16,000.00 -25,000.00 TOTAL DEDUCTIONS -320,280.00 -386,280.00 PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 LOCATION PROGRESS ESTIMATE 07-LA-5-29.4/31.6 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN BURBANK 13170 TELFAIR AVENUE FROM WEST MAGNOLIA BOULEVARD SYLMAR, CA 91342 OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING FED. AID NO. IM- 005-3(78) REALIGN ROUTE 5 AND RAILROAD TRACKS ------------------------------------------------------------------------------------------------------------------------------------ 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 9,500.0000 9,500.00 0.750 7,125 002 CONTRACTOR-FURNISHED RESIDENT ENGINEER'S LS 742,000.0000 742,000.00 1.000 742,000 OFFICE 003 TEMPORARY FENCE (TYPE CL-6) LF 9.0000 46,800.00 1,127.000 10,143 004 TEMPORARY DRAINAGE SAN FERNANDO LS 25,000.0000 25,000.00 0.000 0 BLVD EXCAVATION 005 CONSTRUCTION SITE MANAGEMENT LS 138,600.0000 138,600.00 0.020 2,772.00 0.754 104,504 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.928 4,640 PREVENTION PLAN 007 TEMPORARY MULCH SQYD 3.5500 40,470.00 0.000 0 008 TEMPORARY EROSION CONTROL BLANKET SQYD 4.3500 13,050.00 0.000 0 009 TEMPORARY FIBER ROLL LF 2.7500 37,125.00 37,775.000 103,881 010 TEMPORARY SILT FENCE LF 2.9000 28,420.00 2,775.000 8,047 011 TEMPORARY GRAVEL BAG BERM LF 2.7500 61,875.00 13,038.250 35,855 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 84,000.00 19.000 53,200 013 TEMPORARY COVER SQYD 3.0000 15,000.00 11,191.670 33,575 014 MOVE-IN/MOVE-OUT EA 400.0000 9,600.00 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 34,000.00 83.000 14,110 016 STREET SWEEPING LS 341,000.0000 341,000.00 0.020 6,820.00 0.752 256,432 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 130,000.0000 130,000.00 0.020 2,600.00 0.840 109,200 018 TEMPORARY HYDRAULIC MULCH SQYD 0.5800 2,726.00 0.000 0 019 TEMPORARY HYDROSEED SQYD 0.6700 5,360.00 0.000 0 020 TEMPORARY SOIL BINDER SQYD 0.2800 12,880.00 7,350.000 2,058 021 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 43.000 21,500 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,600.00 12.000 3,600 024 TIME-RELATED OVERHEAD (WDAY) WDAY 7,100.0000 6,390,000.00 22.000 156,200.00 1,031.000 7,320,100 025 CONSTRUCTION AREA SIGNS LS 128,000.0000 128,000.00 0.020 2,560.00 0.970 124,160 026 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 0.020 7,800.00 0.757 295,230 027 TYPE III BARRICADE EA 95.0000 5,700.00 0.000 0 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3200 35,840.00 160,776.000 51,448 029 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 22,500.00 436.000 13,080 030 TEMPORARY SIGNAL SYSTEM LS 178,500.0000 178,500.00 0.942 168,147 031 TEMPORARY RAILING (TYPE K) LF 13.7000 1,907,040.00 56,650.000 776,105 032 TEMPORARY CRASH CUSHION MODULE EA 185.0000 155,400.00 480.000 88,800 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4200 24,192.00 23,404.000 9,829 STRIPE (HAZARDOUS WASTE) 034 NOISE MONITORING LS 3,000.0000 3,000.00 0.000 0 035 OBLITERATE SURFACING SQYD 1.6500 44,055.00 5,633.000 9,294 036 REMOVE CHAIN LINK FENCE LF 5.8000 196,620.00 29,504.310 171,125 037 REMOVE METAL BEAM GUARD RAILING LF 12.0000 52,320.00 3,150.090 37,801 038 REMOVE CABLE RAILING LF 6.3000 10,584.00 518.000 3,263 039 REMOVE HANDRAIL LF 10.5000 2,730.00 254.000 2,667 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 129,376.00 50,737.000 16,235 041 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 3,423.00 0.000 0 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 20,832.00 27,832.000 8,906 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 4,095.00 276.000 579 044 REMOVE PAVEMENT MARKER EA 1.0500 24,780.00 9,518.000 9,993 045 REMOVE ROADSIDE SIGN EA 130.0000 41,080.00 94.000 12,220 046 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 36,000.00 9.600 28,800 047 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 16.0000 20,640.00 1,254.900 20,078 048 REMOVE PIPE (LF) LF 12.6000 9,450.00 1,089.000 13,721 049 REMOVE INLET EA 1,470.0000 23,520.00 8.000 11,760 PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,050.0000 2,100.00 0.000 0 051 REMOVE RETAINING WALL (LF) LF 38.0000 142,120.00 710.000 26,980 052 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 3.5000 325,150.00 17,951.400 62,829 053 REPLACE UNDERLYING BASE CY 18.0000 7,200.00 0.000 0 054 REMOVE EXISTING TRACK, TIES AND BALLAST TF 1.0000 27,600.00 27,600.000 27,600 AND INSTALL BUMPING POST 055 REMOVE GRADE CROSSING TF 24.0000 8,880.00 370.000 8,880 (SHOOFLY AND MAINLINE) 056 SALVAGE TURN-OUT EA 8,260.0000 8,260.00 1.000 8,260 057 RELOCATE ROADSIDE SIGN EA 580.0000 2,900.00 1.000 580 058 ADJUST INLET EA 1,575.0000 9,450.00 0.000 0 059 MODIFY INLET EA 9,450.0000 9,450.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 13,500.00 0.000 0 061 REMOVE CONCRETE CURB (LF) LF 1.4000 84,280.00 33,994.500 47,592 062 REMOVE CONCRETE SIDEWALK (LF) LF 2.5000 24,400.00 8,511.700 21,279 063 REMOVE CONCRETE BARRIER LF 4.2500 76,500.00 13,527.690 57,492 064 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2600 17,108.00 1,471.000 382 065 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 65.0000 27,300.00 369.260 24,001 066 REMOVE SOUND WALL (LF) LF 13.5000 78,840.00 6,729.400 90,846 067 ACCESS OPENING, SOFFIT EA 1,655.0000 3,310.00 1.625 2,689 068 CAP INLET EA 1,260.0000 191,520.00 54.000 68,040 069 BRIDGE REMOVAL, LOCATION A LS 215,250.0000 215,250.00 0.251 54,027 070 BRIDGE REMOVAL, LOCATION D LS 330,750.0000 330,750.00 0.000 0 071 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,750.0000 57,750.00 1.000 57,750 072 BRIDGE REMOVAL (PORTION), LOCATION C LS 57,750.0000 57,750.00 1.000 57,750 073 BRIDGE REMOVAL (PORTION), LOCATION E LS 31,500.0000 31,500.00 1.000 31,500 074 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,450.0000 30,450.00 1.000 30,450 075 BRIDGE REMOVAL (PORTION), LOCATION G LS 42,000.0000 42,000.00 0.950 39,900 076 REMOVE EXISTING RAILROAD BRIDGES OVER LS 99,750.0000 99,750.00 1.000 99,750 SAN FERNANDO PROGRAM CAS145 PAGE 4 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EMPIRE CENTER RESTORATION LS 38,000.0000 38,000.00 0.050 1,900 078 CLEARING AND DEMOLITION ACRE 52,000.0000 104,000.00 -2.750 -143,000.00 1.996 103,792 079 ROADWAY EXCAVATION (VOLATILE ORGANIC CY 72.0000 228,240.00 13,509.600 972,691 COMPOUNDS, PETROLEUM HYDROCARBONS AND METALS) 080 ROADWAY EXCAVATION CY 17.2500 3,553,500.00 65.600 1,131.60 106,678.930 1,840,211 081 TRACKBED EXCAVATION CY 72.0000 1,540,800.00 0.000 0 (PETROLEUM HYDROCARBON COMPOUNDS AND METALS) 082 ROADWAY EXCAVATION (TYPE Z-3) CY 305.7500 1,036,492.50 3,411.260 1,042,992 (AERIALLY DEPOSITED LEAD) 083 ROADWAY EXCAVATION (TYPE Y-1) CY 18.3500 396,360.00 2,486.000 45,618 (AERIALLY DEPOSITED LEAD) 084 ROADWAY EXCAVATION (TYPE Y-2) CY 19.4000 53,350.00 573.000 11,116 (AERIALLY DEPOSITED LEAD) 085 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 086 ADL BURIAL LOCATION REPORT LS 8,500.0000 8,500.00 0.000 0 087 ROADWAY EXCAVATION CY 18.3500 466,090.00 0.000 0 (PETROLEUM HYDROCARBON) 088 ROADWAY EXCAVATION (PETROLEUM CY 77.3000 28,601.00 0.000 0 HYDROCARBON AND AERIALLY DEPOSITED LEAD) 089 STRUCTURE EXCAVATION (PETROLEUM CY 72.0000 405,864.00 0.000 0 (F) HYDROCARBON AND AERIALLY DEPOSITED LEAD) 090 STRUCTURE EXCAVATION CY 21.6000 11,836.80 548.000 11,836 (F) (PETROLEUM HYRDOCARBON) 091 STRUCTURE EXCAVATION (VOLATILE ORGANIC CY 112.5000 461,250.00 0.000 0 (F) COMPOUNDS, PETROLEUM HYDROCARBONS AND METALS) 092 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,147,140.00 15,598.250 561,537 (F) 093 STRUCTURE EXCAVATION (CULVERT) CY 39.0000 54,756.00 567.530 22,133 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.6000 1,117,670.40 73,097.760 921,031 (F) 095 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 9.0000 27,495.00 0.000 0 (F) 096 STRUCTURE EXCAVATION (TYPE Z-3) CY 305.7500 302,692.50 990.000 302,692 (F) (AERIALLY DEPOSITED LEAD) 097 STRUCTURE EXCAVATION (TYPE Y-1) CY 22.5000 146,340.00 6,504.000 146,340 (F) (AERIALLY DEPOSITED LEAD) 098 STRUCTURE EXCAVATION (TYPE Y-2) CY 24.4000 34,892.00 2,101.800 51,283 (F) (AERIALLY DEPOSITED LEAD) 099 TEMPORARY SHORING FOR UNDERPASS SQFT 62.3000 2,666,440.00 29,533.000 1,839,905 EXCAVATION 100 FILTER MEDIA (SAND BED) (AUSTIN VAULT) CY 40.0000 7,600.00 0.000 0 (F) 101 STRUCTURE BACKFILL (AUSTIN VAULT) CY 34.0000 15,946.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 1,106,300.00 16,748.460 770,429 (F) 103 STRUCTURE BACKFILL (CULVERT) CY 92.0000 57,316.00 250.000 23,000 (F) 104 STRUCTURE BACKFILL (SLURRY CEMENT) CY 98.0000 248,724.00 2,454.060 240,497 (F) 105 STRUCTURE BACKFILL (RETAINING WALL) CY 14.6000 1,970,576.60 1,239.000 18,089.40 79,920.620 1,166,841 (F) 106 PERVIOUS BACKFILL MATERIAL CY 65.0000 293,215.00 2,987.310 194,175 (F) 107 IMPORTED BORROW (CY) CY 4.5000 625,500.00 139,929.400 629,682 (F) 108 LIGHTWEIGHT FILL (EPS BLOCK) CY 78.0000 303,420.00 0.000 0 109 GASOLINE RESISTANT GEOMEMBRANE SQYD 18.6500 63,410.00 2,416.000 45,058 (F) 110 HIGHWAY PLANTING LS 276,700.0000 276,700.00 0.000 0 111 PLANT ESTABLISHMENT WORK LS 71,100.0000 71,100.00 0.000 0 112 IRRIGATION SYSTEM LS 421,400.0000 421,400.00 0.000 0 113 2" SUPPLY LINE (BRIDGE) LF 50.0000 14,950.00 0.000 0 (F) 114 WATER METER EA 6,000.0000 12,000.00 0.000 0 115 8" CORRUGATED HIGH DENSITY LF 22.0000 15,290.00 65.000 1,430 (F) POLYETHYLENE PIPE CONDUIT 116 10" CORRUGATED HIGH DENSITY LF 23.1000 22,869.00 82.000 1,894 (F) POLYETHYLENE PIPE CONDUIT 117 AGGREGATE BASE CEMENT SLURRY CY 103.0000 107,120.00 0.000 0 118 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 7,750.00 31.000 7,750 (F) 119 CLASS 3 AGGREGATE BASE (CY) CY 21.2500 2,040,000.00 13,760.580 292,412 120 CRUSHED MISCELLANEOUS BASE CY 32.6000 24,776.00 0.000 0 121 LEAN CONCRETE BASE CY 98.4000 5,087,280.00 16.000 1,574.40 9,783.830 962,728 122 LEAN CONCRETE BASE RAPID SETTING CY 230.0000 883,200.00 0.000 0 123 FURNISH HOT MIX ASPHALT (CHANNEL) TON 85.0000 10,540.00 124.000 10,540 124 PLACE HOT MIX ASPHALT (CHANNEL) SQYD 12.6000 9,261.00 735.000 9,261 125 HOT MIX ASPHALT TON 70.2500 3,364,975.00 12,611.040 885,925 126 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 67,840.00 0.000 0 127 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 750.0000 750.00 0.000 0 PAVEMENT INTERLAYER) 128 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 17,762.50 60.000 210 (F) (PAVING FABRIC) PROGRAM CAS145 PAGE 6 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DATA CORE LS 9,800.0000 9,800.00 0.000 0 130 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.1500 3,071.00 102.000 423 131 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.1500 3,320.00 77.000 319 132 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.1500 13,985.50 0.000 0 133 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1500 19,007.00 232.000 962 134 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1500 7,470.00 215.000 892 135 TACK COAT TON 650.0000 20,150.00 7.800 5,070 136 JOINTED PLAIN CONCRETE PAVEMENT CY 145.5000 11,509,050.00 4,346.330 632,391.02 19,870.470 2,891,153 137 JOINTED PLAIN CONCRETE PAVEMENT CY 346.0000 2,176,340.00 0.000 0 (RAPID STRENGTH CONCRETE) 138 SEAL PAVEMENT JOINT LF 2.5500 716,550.00 0.000 0 139 SEAL ISOLATION JOINT LF 14.7000 22,050.00 0.000 0 140 DOWEL BAR (DRILL AND BOND) EA 15.0000 126,390.00 0.000 0 (F) 141 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 430.0000 387,000.00 0.000 0 142 REPAIR SPALLED JOINTS, SQYD 400.0000 284,000.00 0.000 0 POLYESTER GROUT 143 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 2.7000 76,680.00 0.000 0 144 GRIND EXISTING CONCRETE SQYD 6.0000 140,400.00 0.000 0 PAVEMENT 145 TIEDOWN ANCHOR EA 3,940.0000 193,060.00 0.000 0 146 MECHANICALLY STABILIZED EMBANKMENT, SQFT 35.3000 642,142.30 10,928.780 385,785 (F) LOCATION A 147 MECHANICALLY STABILIZED EMBANKMENT, SQFT 34.9500 520,755.00 2,277.300 79,591 (F) LOCATION B 148 MECHANICALLY STABILIZED EMBANKMENT, SQFT 35.2000 263,577.60 337.330 11,874 (F) LOCATION C 149 MECHANICALLY STABILIZED EMBANKMENT, SQFT 34.1000 334,145.90 6,459.360 220,264 (F) LOCATION D 150 TEMPORARY SCREENING WALL LF 37.0000 74,370.00 0.000 0 151 FURNISH STEEL PILING LF 54.6000 443,898.00 8,130.000 443,898 (PP 16 X 0.500) 152 DRIVE STEEL PILE EA 1,315.0000 245,905.00 187.000 245,905 (PP 16 X 0.500) 153 FURNISH 24" STEEL PIPE PILING LF 88.2000 1,040,319.00 0.000 0 154 DRIVE 24" STEEL PIPE PILE EA 1,470.0000 435,120.00 0.000 0 155 JACKED CASING - 60" OUTSIDE DIAMETER LF 850.0000 289,000.00 327.000 277,950 STEEL CASING PROGRAM CAS145 PAGE 7 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 36.7500 386,279.25 6,145.000 225,828 157 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 52.5000 1,869,000.00 17,319.500 909,273 158 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.9000 1,131,095.70 18,768.000 1,142,971 159 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 83.0000 97,110.00 1,225.250 101,695 160 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 303.5000 40,365.50 94.000 28,529 161 FURNISH PILING (CLASS 200) LF 36.7500 271,215.00 7,427.000 272,942 162 DRIVE PILE (CLASS 200) EA 1,315.0000 205,140.00 156.000 205,140 163 PRESTRESSING CAST-IN-PLACE CONCRETE LS 824,250.0000 824,250.00 0.389 320,633 164 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 290.0000 1,515,540.00 2,617.000 758,930 (F) 165 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 10,643,460.00 10,714.010 5,678,425 (F) 166 STRUCTURAL CONCRETE, RETAINING WALL CY 325.0000 8,850,075.00 125.000 40,625.00 19,941.000 6,480,825 (F) 167 STRUCTURAL CONCRETE, BARRIER SLAB CY 434.0000 512,554.00 201.000 87,234 (F) 168 STRUCTURAL CONCRETE, APPROACH SLAB CY 549.0000 62,586.00 94.500 51,880 (F) (RAILROAD) 169 STRUCTURAL CONCRETE, APPROACH SLAB CY 645.0000 187,050.00 0.000 0 (F) (TYPE EQ) 170 STRUCTURAL CONCRETE, APPROACH SLAB CY 496.0000 310,000.00 232.200 115,171 (F) (TYPE N) 171 STRUCTURAL CONCRETE, APPROACH SLAB CY 788.0000 238,764.00 38.000 29,944 (F) (TYPE R) 172 STRUCTURAL CONCRETE, APPROACH SLAB CY 492.0000 369,000.00 112.250 55,227 (F) (TYPE N MODIFIED) 173 STRUCTURAL CONCRETE (AUSTIN VAULT) CY 440.0000 256,520.00 0.000 0 (F) 174 MINOR CONCRETE (MINOR STRUCTURE) CY 1,420.0000 479,960.00 23.580 33,483.60 54.150 76,893 (F) 175 PAVING NOTCH EXTENSION CF 152.5000 34,312.50 38.250 5,833 176 ARCHITECTURAL TREATMENT SQFT 2.2700 810,085.82 1,620.000 3,677.40 298,621.690 677,871 (F) 177 DRILL AND BOND DOWEL LF 21.0000 33,768.00 1,329.000 27,909 178 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 31.9000 2,099,020.00 65,800.000 2,099,020 SLAB (TYPE SIV) 179 PRECAST CONCRETE FASCIA SQFT 45.4000 328,242.00 7,230.000 328,242 180 EARTH RETAINING STRUCTURE (MSE WALL) SQFT 36.3000 7,123,257.90 165,300.330 6,000,401 181 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,560.0000 321,360.00 196.000 305,760 (F) UNIT 182 GRADE CROSSING PANELS LF 421.6500 96,979.50 230.000 96,979 PROGRAM CAS145 PAGE 8 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 CUTOVER TRACK FROM MAINLINE TO SHOOFLY LS 15,830.0000 15,830.00 1.000 15,830 AND REVERSE 184 REFINISH BRIDGE DECK SQFT 19.4500 24,876.55 64.000 1,244.80 959.600 18,664 185 FURNISH POLYESTER CONCRETE OVERLAY CF 79.0000 433,157.00 0.000 0 186 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1000 138,180.00 0.000 0 (F) 187 SOUND WALL (MASONRY BLOCK) SQFT 20.5000 1,908,570.50 37,809.070 775,085 (F) 188 JOINT SEAL (MR 1/2") LF 18.9000 102,249.00 0.000 0 189 JOINT SEAL (MR 1 1/2") LF 54.6000 11,083.80 0.000 0 190 JOINT SEAL (MR 2") LF 66.5500 83,054.40 0.000 0 191 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 6,248,570.15 4,439,674.000 3,773,722 (F) 192 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 2,881,345.30 2,469,946.100 2,099,454 (F) 193 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.8900 122,410.60 0.000 0 (F) 194 BALLASTED TRACK TF 11.2500 348,750.00 31,627.000 355,803 195 BALLASTED TURN-OUT LS 357,100.0000 357,100.00 1.000 357,100 196 WOOD TIES EA 126.7500 849,225.00 6,700.000 849,225 197 CONCRETE TIES EA 137.7000 1,500,930.00 12,163.000 1,674,845 198 RUNNING RAIL TF 79.9000 2,484,890.00 31,100.000 2,484,890 199 BALLAST CY 44.0000 1,236,400.00 34,593.670 1,522,121 (F) 200 ASPHALT MEMBRANE WATERPROOFING SQFT 4.5000 4,167.00 0.000 0 (F) 201 WATERPROOFING AND COVER SQFT 10.8500 159,929.00 14,740.000 159,929 (F) 202 PUBLIC SAFETY PLAN LS 5,355.0000 5,355.00 0.000 0 203 COLUMN CASING LB 3.9500 267,810.00 33,676.860 133,023 (F) 204 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.5800 5,346,220.72 3,383,684.000 5,346,220 (F) 205 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.6900 2,334,741.96 3,383,684.000 2,334,741 (F) 206 INSTALL BRIDGE MOUNTED VERTICAL EA 400.0000 1,600.00 0.000 0 CLEARANCE SIGN 207 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.3000 29,842.00 0.000 0 WITH WALKWAY) 208 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6600 4,580.40 0.000 0 WITH WALKWAY) 209 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.2500 50,150.00 11,727.000 49,839 PROGRAM CAS145 PAGE 9 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 5,310.00 11,140.250 5,013 211 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.9000 104,860.00 0.000 0 212 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 17,120.00 0.000 0 213 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 1,000,800.00 164,896.000 593,625 214 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2800 77,840.00 176,137.000 49,318 215 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.2000 36,924.00 1,433.400 14,620 216 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.2000 11,648.00 166.700 3,033 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 17.7500 4,970.00 0.000 0 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1000 15,106.00 45.000 409 (0.063"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.3500 9,256.50 0.000 0 (0.080"-UNFRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5500 2,259.00 0.000 0 (0.063"-FRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 7,267.50 0.000 0 (0.080"-FRAMED) 222 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 475.0000 28,500.00 0.000 0 (SIGN FOUNDATION) 223 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 130,000.00 103.000 51,500 (SIGN FOUNDATION) 224 METAL SIGN (BARRIER/WALL MOUNTED) LB 17.0000 65,450.00 0.000 0 225 ROADSIDE SIGN - ONE POST (METAL) EA 380.0000 14,060.00 0.000 0 226 ROADSIDE SIGN - ONE POST EA 380.0000 45,980.00 4.000 1,520 227 ROADSIDE SIGN - TWO POST EA 1,785.0000 37,485.00 0.000 0 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 6,776.00 1.000 121 METHOD) 229 INSTALL PANEL (BARRIER/WALL MOUNTED) EA 105.0000 210.00 0.000 0 230 6" PLASTIC PIPE LF 16.8000 4,368.00 0.000 0 231 12" REINFORCED CONCRETE PIPE LF 52.5000 29,400.00 0.000 0 232 15" REINFORCED CONCRETE PIPE LF 64.0000 6,400.00 0.000 0 233 18" REINFORCED CONCRETE PIPE LF 54.6000 147,420.00 1,119.800 61,141 234 24" REINFORCED CONCRETE PIPE LF 73.5000 185,955.00 362.000 26,607 235 42" REINFORCED CONCRETE PIPE LF 174.0000 114,840.00 503.000 87,522 236 48" REINFORCED CONCRETE PIPE LF 204.0000 236,640.00 781.000 159,324 PROGRAM CAS145 PAGE 10 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 24" CORRUGATED STEEL PIPE (.109" THICK) LF 173.0000 8,650.00 37.900 6,556 238 18" SLOTTED CORRUGATED STEEL PIPE LF 65.0000 393,250.00 2,008.000 130,520.00 2,564.000 166,660 (.079" THICK) 239 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 48.0000 64,800.00 883.000 42,384 PIPE 240 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 15.0000 1,950.00 80.000 1,200 PIPE 241 6" GALVANIZED STEEL PIPE (DECK DRAIN) LF 35.0000 3,500.00 122.000 4,270 242 30" CONCRETE ENCASEMENT LF 38.0000 1,900.00 50.000 1,900 243 STORM DRAIN PROTECTION FOR 18" LF 10.0000 1,600.00 176.000 1,760 REINFORCED CONCRETE PIPE 244 STORM DRAIN PROTECTION FOR 4'X2.5' LF 525.0000 73,500.00 0.000 0 REINFORCED CONCRETE BOX 245 6" PERFORATED DRAIN PIPE LF 22.0000 9,460.00 375.000 8,250 246 8" PVC PIPE (SCHEDULE 80) LF 37.0000 8,140.00 170.000 6,290 247 12" CORRUGATED PERFORATED HIGH DENSITY LF 25.0000 377,500.00 17,615.750 440,393 POLYETHYLENE PIPE (UNDERDRAIN) 248 2 1/2" GALVANIZED STEEL PIPE LF 22.0000 4,180.00 96.000 2,112 (DECK DRAIN) 249 8" CORRUGATED PERFORATED HIGH DENSITY LF 22.0000 220,000.00 0.000 0 POLYETHYLENE PIPE (UNDERDRAIN) 250 8" CORRUGATED PERFORATED HIGH DENSITY LF 17.0000 1,870.00 55.000 935.00 73.200 1,244 POLYETHYLENE PIPE 251 UNDERDRAIN CLEANOUT LF 49.0000 10,780.00 118.000 5,782 252 21" CONCRETE ENCASEMENT LF 21.0000 1,365.00 43.500 913 253 6" PLASTIC PIPE UNDERDRAIN PERFORATED LF 6.0000 3,420.00 0.000 0 (AUSTIN VAULT) 254 6" NON-PERFORATED PLASTIC PIPE LF 37.0000 444.00 0.000 0 UNDERDRAIN 255 18" HIGH DENSITY POLYETHYLENE DOWNDRAIN LF 49.0000 4,165.00 6.000 294 256 FILTER FABRIC (AUSTIN VAULT) SQYD 3.5000 1,540.00 0.000 0 257 PERMEABLE MATERIAL (AUSTIN VAULT) CY 55.0000 9,075.00 0.000 0 (F) 258 CORRUGATED STEEL PIPE DROP INLET LF 320.0000 14,080.00 33.000 10,560 259 PARKWAY DRAIN LF 525.0000 10,500.00 0.000 0 260 24" DUCTILE IRON PIPE - FORCE MAIN LF 126.0000 75,600.00 603.500 76,041 PIPING 261 4" DUCTILE IRON PIPE - SUMP PUMP PIPING LF 47.0000 29,140.00 614.800 28,895 262 MANHOLE LF 370.0000 62,900.00 95.500 35,335 263 SLOPE PAVING (CONCRETE) CY 815.0000 22,005.00 41.000 33,415 PROGRAM CAS145 PAGE 11 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 GABION (AUSTIN VAULT) CY 286.0000 9,438.00 0.000 0 (F) 265 MINOR CONCRETE (CURB, SIDEWALK, AND CY 527.0000 938,060.00 422.720 222,773 DRIVEWAY) 266 MINOR CONCRETE (GUTTER) (CY) CY 347.0000 83,280.00 47.000 16,309 267 MINOR CONCRETE (MISCELLANEOUS CY 475.0000 128,250.00 0.000 0 CONSTRUCTION) 268 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.2000 354,960.00 1,124.740 8,098 269 MINOR CONCRETE (CURB RAMP) CY 1,415.0000 15,565.00 0.700 990 270 MISCELLANEOUS IRON AND STEEL LB 1.4500 65,061.50 6,360.000 9,222.00 7,944.000 11,518 (F) 271 ISOLATION CASING LB 2.1000 549,108.00 261,480.000 549,108 (F) 272 MISCELLANEOUS METAL LB 5.6000 8,120.00 1,450.000 8,120 (F) (RESTRAINER - CABLE TYPE) 273 MISCELLANEOUS METAL (BRIDGE) LB 4.7500 462,070.50 90,084.000 427,899 (F) 274 BRIDGE DECK DRAINAGE SYSTEM (RAILROAD) LF 37.4000 67,320.00 1,800.000 67,320 (F) 275 BRIDGE DECK DRAINAGE SYSTEM LB 4.5500 44,394.35 0.000 0 (F) 276 MISCELLANEOUS METAL (AUSTIN VAULT) LB 44.5000 10,235.00 0.000 0 (F) 277 HYDRODYNAMIC SEPARATOR EA 18,900.0000 18,900.00 1.000 18,900 278 CHAIN LINK FENCE (TYPE CL-4) LF 14.7000 5,586.00 0.000 0 279 CHAIN LINK FENCE (TYPE CL-6) LF 16.8000 243,600.00 6,162.000 103,521 280 CHAIN LINK FENCE (TYPE CL-6) LF 84.0000 3,276.00 0.000 0 (F) (MODIFIED) 281 5' CHAIN LINK GATE (TYPE CL-6) EA 752.0000 752.00 0.000 0 282 14' CHAIN LINK GATE (TYPE CL-6) EA 1,470.0000 1,470.00 0.000 0 283 18' CHAIN LINK GATE (TYPE CL-6) EA 2,080.0000 4,160.00 0.000 0 284 DELINEATOR (CLASS 1) EA 53.0000 1,590.00 0.000 0 285 INSTALL MEDIAN MILEAGE PANEL EA 85.0000 1,870.00 0.000 0 286 METAL BEAM GUARD RAILING (WOOD POST) LF 25.7500 46,350.00 221.000 5,690 287 CHAIN LINK RAILING (TYPE 7) LF 75.6000 349,423.20 131.000 9,903 (F) 288 TUBULAR HANDRAILING LF 73.5000 72,765.00 990.000 72,765.00 990.000 72,765 (F) 289 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 163.0000 78,566.00 125.000 20,375 (F) 290 CABLE RAILING (AUSTIN VAULT) LF 65.0000 28,470.00 0.000 0 (F) PROGRAM CAS145 PAGE 12 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 CABLE RAILING LF 13.6500 233,565.15 1,021.000 13,936.65 15,747.000 214,946 (F) 292 TRANSITION RAILING (TYPE WB) EA 3,205.0000 25,640.00 0.000 0 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 5,250.00 1.000 750 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,545.0000 28,360.00 1.000 3,545 295 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,105.0000 12,420.00 0.000 0 296 CRASH CUSHION (REACT 9CBB) EA 57,645.0000 57,645.00 0.000 0 297 CONCRETE BARRIER (TYPE 60C) LF 69.0000 222,180.00 0.000 0 298 CONCRETE BARRIER (TYPE 60D) LF 49.5000 327,838.50 0.000 0 (F) 299 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 184.0000 220,248.00 0.000 0 (F) 300 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 136.0000 867,680.00 0.000 0 301 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 101.0000 16,564.00 0.000 0 (F) 302 CONCRETE BARRIER (TYPE 60E) LF 255.0000 51,000.00 0.000 0 303 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 96.0000 80,832.00 0.000 0 (F) 304 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 220.5000 26,460.00 0.000 0 (F) 305 CONCRETE BARRIER (TYPE 736) LF 81.0000 123,606.00 410.000 33,210 (F) 306 CONCRETE BARRIER (TYPE 736A) LF 86.5000 57,522.50 653.000 56,484 (F) 307 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 83.0000 186,003.00 6.000 498.00 262.000 21,746 (F) 308 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 83.0000 636,527.00 699.200 58,033.60 3,093.700 256,777 (F) 309 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 270.0000 75,060.00 0.000 0 (F) 310 CONCRETE BARRIER (TYPE 736B) LF 104.0000 491,712.00 43.000 4,472 (F) 311 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 275.0000 96,250.00 0.000 0 312 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 158.0000 145,360.00 349.000 55,142 (F) 313 CONCRETE BARRIER (TYPE 736SV) LF 128.0000 486,656.00 2,599.450 332,729 (F) 314 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 47,080.00 0.000 0 315 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 2,312.00 0.000 0 316 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 96,705.00 0.000 0 317 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 5,032.30 0.000 0 (BROKEN 12-3) PROGRAM CAS145 PAGE 13 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 36,382.50 0.000 0 319 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 771.20 0.000 0 (BROKEN 6-1) 320 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 37,760.00 0.000 0 (BROKEN 36-12) 321 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 7,072.00 0.000 0 (BROKEN 17-7) 322 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 3,365.40 0.000 0 (BROKEN 36-12) 323 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 163,170.00 353,485.000 74,231 324 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.1000 4,683.00 534.000 1,121 325 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 10,027.50 8,080.000 8,484 326 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 78,151.50 3,948.000 12,436 327 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 328 FURNISH AND INSTALL TRAFFIC SIGNAL LS 21,000.0000 21,000.00 0.000 0 SYSTEM COMPLETE 329 SIGNAL AND LIGHTING (LOCATION 1) LS 147,000.0000 147,000.00 0.000 0 330 SIGNAL AND LIGHTING (LOCATION 2) LS 141,750.0000 141,750.00 0.000 0 331 LIGHTING (TEMPORARY) LS 105,000.0000 105,000.00 0.126 13,230 332 LIGHTING (CITY STREET) LS 367,500.0000 367,500.00 0.008 2,940.00 0.245 90,037 333 RAILROAD LIGHTING EA 7,350.0000 117,600.00 2.000 14,700 334 INTERCONNECTION CONDUIT AND CABLE (LS) LS 42,000.0000 42,000.00 0.000 0 335 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 7,350.0000 7,350.00 0.000 0 336 ELECTRIC SERVICE (IRRIGATION) LS 4,200.0000 4,200.00 0.000 0 337 MICROWAVE VEHICLE DETECTION SYSTEM LS 42,000.0000 42,000.00 0.000 0 (TEMPORARY) 338 MODIFY COMMUNICATION SYSTEM LS 1,050,000.0000 1,050,000.00 0.034 35,700.00 0.426 447,300 339 MODIFY RAMP METERING SYSTEM LS 546,000.0000 546,000.00 0.122 66,612 340 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 252,000.0000 252,000.00 0.000 0 341 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 157,500.0000 157,500.00 0.000 0 342 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 105,000.0000 105,000.00 0.000 0 343 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 157,500.0000 157,500.00 0.810 127,575 344 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,260,000.0000 1,260,000.00 0.010 12,600.00 0.295 371,700 PROGRAM CAS145 PAGE 14 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 345 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 5,250.0000 5,250.00 0.390 2,047 346 RAILROAD SIGNALING LS 4,845,700.0000 4,845,700.00 1.000 4,845,700 347 BUILDING WORK LS 2,851,585.0000 2,851,585.00 0.924 2,634,864 PROGRAM CAS145 PAGE 15 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 08:38 AM ESTIMATE NO. 075 BID OPENING 10/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,105,119.47 90,410,016.69 ADJUSTMENT OF COMPENSATION 1,380,238.12 5,549,578.76 EXTRA WORK 657,117.44 20,992,772.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,142,475.03 116,952,367.61 348 MOBILIZATION LS 7,300,000.0000 7,300,000.00 1.000 7,300,000 ORIGINAL CONTRACT AMOUNT 162,521,323.25 TOTAL WORK COMPLETED 3,142,475.03 124,252,367.61 MATERIALS ON HAND ON SITE 4,790,157.12 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -320,280.00 -386,280.00 TOTAL 2,822,195.03 128,656,244.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/20/12 1150 07/07/13 07/07/13 06/24/20 1030 115 564 0 63% 60% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17