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 10/22/21 EST. NO. 132 TIME 12:29 PM 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 --------------------------------------------------------------------------- 190 0033 8,000.00 E.W. @ U.P (+) 101721 N 3778.0 366 0001 38,909.63 A.C. @ L.S.(+) 101521 N 3777.0 46,909.63 TOTAL THIS ESTIMATE 86,292,126.83 TOTAL PREVIOUS ESTIMATE 86,339,036.46 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 10/22/21 EST. NO. 132 TIME 12:29 PM 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 CPM NON-COMPLIANCE 25,000.00 076 CPM NON-COMPLIANCE 50,000.00 076 CPM NON-COMPLIANCE -37,500.00 076 DBE CEM 2406 276,280.00 076 CPM NON COMPLIANCE -150,000.00 081 CPM NON-COMPLIANCE -200,000.00 082 CPM NON COMPLIANCE 150,000.00 083 CPM NON-COMPLIANCE 37,500.00 083 CPM NON-COMPLIANCE 200,000.00 083 CPM NON-COMPLIANCE -100,000.00 091 CPM NON-COMPLIANCE 100,000.00 093 CPM -60,000.00 097 CABLE REST NON-COMPL -5,000.00 098 CABLE REST NON-COMPL 5,000.00 099 CPM 60,000.00 099 CPM NON-COMPLIANCE -50,000.00 101 SWPPP NON-COMPLIANCE -50,000.00 101 CPM NON-COMPLIANCE -50,000.00 102 SWPPP NON-COMPLIANCE -50,000.00 102 CPM NON-COMPLIANCE -50,000.00 103 CPMCOMPLIANCE 150,000.00 105 SWPPP COMPLIANCE 100,000.00 108 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY FORM 1391 -10,000.00 075 FORM 1391 10,000.00 076 0.00 0.00 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/22/21 EST. NO. 132 TIME 12:29 PM R.E. NAME: GURFINKEL, VLADIMIR 07-1218W4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 MSS CPR'S DEC 2016 5,000.00 076 CPR MAR 2017 10,000.00 077 FEBRUARY'18VIOLATION -4,000.00 082 MARCH 18 VIOLATION -9,000.00 084 CPR AUG'18 -3,000.00 090 CPR AUG'18 3,000.00 091 CPR SEPT 2018 -6,000.00 091 APR/JUN/JUL/SEP/OCT -14,000.00 092 CPR FEB18(2)MAR18(7) -9,000.00 092 CPR SEPT 2018 6,000.00 092 FEBRUARY'18VIOLATION 4,000.00 092 MARCH 18 VIOLATION 9,000.00 092 MSS JAN/FEB/MAR CPRS 10,000.00 092 CPR NOV(5) -5,000.00 093 CPR NOV(5) 5,000.00 095 CPR NOV18(2) -2,000.00 095 APR/JUN/JUL/SEP/OCT 14,000.00 096 CPR APR/JUN/JUL/SEP -10,000.00 096 CPR APR/JUN/JUL/SEP 10,000.00 097 CPR APR/JUN/JUL/SEP -7,000.00 097 CPR FEB/MAR 9,000.00 097 CPR MAR -4,000.00 097 CPR MAR/FEB/JAN/DEC -10,000.00 097 CPR APR/FEB -10,000.00 098 CPR APR/JUN/JUL/SEPT 7,000.00 098 CPR MAR 4,000.00 098 CPR MAR/FEB/DEC/SEPT -8,000.00 098 CPR MAR/FEB/JAN/DEC 10,000.00 098 CPR NOV 18(2) 2,000.00 098 CPR APR/FEB 10,000.00 106 CPR MAR/FEB/DEC/SEPT 8,000.00 106 CPR'S -8,000.00 107 CPR'S 8,000.00 111 CPR'S -5,000.00 111 CPR'S 5,000.00 114 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 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 1,527.000 13,743 004 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 1.000 138,600 006 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 39,940.000 109,835 010 TEMPORARY SILT FENCE LF 2.9000 28,420.00 3,435.000 9,961 011 TEMPORARY GRAVEL BAG BERM LF 2.7500 61,875.00 13,243.250 36,418 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 84,000.00 21.000 58,800 013 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 99.000 16,830 016 STREET SWEEPING LS 341,000.0000 341,000.00 1.000 341,000 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 130,000.0000 130,000.00 1.000 130,000 018 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 61.000 30,500 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 6.000 12,000 PROGRAM CAS145 PAGE 2 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 9,300 024 TIME-RELATED OVERHEAD (WDAY) WDAY 7,100.0000 6,390,000.00 1,738.000 12,339,800 025 CONSTRUCTION AREA SIGNS LS 128,000.0000 128,000.00 1.000 128,000 026 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 1.000 390,000 027 TYPE III BARRICADE EA 95.0000 5,700.00 31.000 2,945 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3200 35,840.00 220,804.000 70,657 029 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 22,500.00 741.000 22,230 030 TEMPORARY SIGNAL SYSTEM LS 178,500.0000 178,500.00 0.942 168,147 031 TEMPORARY RAILING (TYPE K) LF 13.7000 1,907,040.00 120,250.000 1,647,425 032 TEMPORARY CRASH CUSHION MODULE EA 185.0000 155,400.00 839.000 155,215 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4200 24,192.00 20,098.000 8,441 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 9,640.720 15,907 036 REMOVE CHAIN LINK FENCE LF 5.8000 196,620.00 30,927.310 179,378 037 REMOVE METAL BEAM GUARD RAILING LF 12.0000 52,320.00 4,482.090 53,785 038 REMOVE CABLE RAILING LF 6.3000 10,584.00 633.000 3,987 039 REMOVE HANDRAIL LF 10.5000 2,730.00 254.000 2,667 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 129,376.00 313,865.000 100,436 041 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 3,423.00 22.000 46 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 20,832.00 46,038.000 14,732 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 4,095.00 1,332.000 2,797 044 REMOVE PAVEMENT MARKER EA 1.0500 24,780.00 21,589.000 22,668 045 REMOVE ROADSIDE SIGN EA 130.0000 41,080.00 147.000 19,110 046 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 36,000.00 12.000 36,000 047 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 16.0000 20,640.00 1,694.900 27,118 048 REMOVE PIPE (LF) LF 12.6000 9,450.00 1,991.800 25,096 049 REMOVE INLET EA 1,470.0000 23,520.00 21.000 30,870 PROGRAM CAS145 PAGE 3 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,100 051 REMOVE RETAINING WALL (LF) LF 38.0000 142,120.00 3,744.050 142,273 052 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 3.5000 325,150.00 101,399.000 354,896 053 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 9.000 14,175 059 MODIFY INLET EA 9,450.0000 9,450.00 1.000 9,450 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 13,500.00 2,541.500 12,707 061 REMOVE CONCRETE CURB (LF) LF 1.4000 84,280.00 54,484.500 76,278 062 REMOVE CONCRETE SIDEWALK (LF) LF 2.5000 24,400.00 10,325.700 25,814 063 REMOVE CONCRETE BARRIER LF 4.2500 76,500.00 17,605.690 74,824 064 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2600 17,108.00 65,800.000 17,108 065 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 65.0000 27,300.00 491.260 31,931 066 REMOVE SOUND WALL (LF) LF 13.5000 78,840.00 6,818.640 92,051 067 ACCESS OPENING, SOFFIT EA 1,655.0000 3,310.00 1.625 2,689 068 CAP INLET EA 1,260.0000 191,520.00 150.000 189,000 069 BRIDGE REMOVAL, LOCATION A LS 215,250.0000 215,250.00 1.000 215,250 070 BRIDGE REMOVAL, LOCATION D LS 330,750.0000 330,750.00 1.000 330,750 071 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 1.000 42,000 076 REMOVE EXISTING RAILROAD BRIDGES OVER LS 99,750.0000 99,750.00 1.000 99,750 SAN FERNANDO PROGRAM CAS145 PAGE 4 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.996 103,792 079 ROADWAY EXCAVATION (VOLATILE ORGANIC CY 72.0000 228,240.00 14,661.600 1,055,635 COMPOUNDS, PETROLEUM HYDROCARBONS AND METALS) 080 ROADWAY EXCAVATION CY 17.2500 3,553,500.00 231,316.280 3,990,205 081 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 5,996.000 110,026 (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 19,566.000 359,036 (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 2,689.000 193,608 (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 31,865.000 1,147,140 (F) 093 STRUCTURE EXCAVATION (CULVERT) CY 39.0000 54,756.00 1,404.000 54,756 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.6000 1,117,670.40 84,898.000 1,069,714 (F) 095 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 9.0000 27,495.00 3,055.000 27,495 (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 7,600.00 190.000 7,600 (F) 101 STRUCTURE BACKFILL (AUSTIN VAULT) CY 34.0000 15,946.00 469.000 15,946 (F) PROGRAM CAS145 PAGE 5 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,134.000 52,164.00 23,913.000 1,099,998 (F) 103 STRUCTURE BACKFILL (CULVERT) CY 92.0000 57,316.00 623.000 57,316 (F) 104 STRUCTURE BACKFILL (SLURRY CEMENT) CY 98.0000 248,724.00 2,500.160 245,015 (F) 105 STRUCTURE BACKFILL (RETAINING WALL) CY 14.6000 1,970,576.60 98,422.120 1,436,962 (F) 106 PERVIOUS BACKFILL MATERIAL CY 65.0000 293,215.00 4,216.000 274,040 (F) 107 IMPORTED BORROW (CY) CY 4.5000 625,500.00 139,000.000 625,500 (F) 108 LIGHTWEIGHT FILL (EPS BLOCK) CY 78.0000 303,420.00 3,927.000 306,306 109 GASOLINE RESISTANT GEOMEMBRANE SQYD 18.6500 63,410.00 3,959.000 73,835 (F) 110 HIGHWAY PLANTING LS 276,700.0000 276,700.00 0.002 553.40 0.002 553 111 PLANT ESTABLISHMENT WORK LS 71,100.0000 71,100.00 0.000 0 112 IRRIGATION SYSTEM LS 421,400.0000 421,400.00 0.130 54,782.00 0.290 122,206 113 2" SUPPLY LINE (BRIDGE) LF 50.0000 14,950.00 20.000 1,000.00 299.000 14,950 (F) 114 WATER METER EA 6,000.0000 12,000.00 0.000 0 115 8" CORRUGATED HIGH DENSITY LF 22.0000 15,290.00 370.000 8,140 (F) POLYETHYLENE PIPE CONDUIT 116 10" CORRUGATED HIGH DENSITY LF 23.1000 22,869.00 317.000 7,322.70 790.000 18,249 (F) POLYETHYLENE PIPE CONDUIT 117 AGGREGATE BASE CEMENT SLURRY CY 103.0000 107,120.00 580.000 59,740 118 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 72,446.980 1,539,498 120 CRUSHED MISCELLANEOUS BASE CY 32.6000 24,776.00 236.950 7,724 121 LEAN CONCRETE BASE CY 98.4000 5,087,280.00 1,803.740 177,488.02 43,597.320 4,289,976 122 LEAN CONCRETE BASE RAPID SETTING CY 230.0000 883,200.00 3,758.300 864,409 123 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 42,357.320 2,975,601 126 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 67,840.00 1,982.660 210,161 127 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 750.0000 750.00 0.000 0 PAVEMENT INTERLAYER) 128 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 17,762.50 65.000 227 (F) (PAVING FABRIC) PROGRAM CAS145 PAGE 6 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,320.00 711.000 2,950 132 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.1500 13,985.50 186.000 771 133 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1500 19,007.00 4,940.000 20,501 134 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1500 7,470.00 1,749.000 7,258 135 TACK COAT TON 650.0000 20,150.00 42.230 27,449 136 JOINTED PLAIN CONCRETE PAVEMENT CY 145.5000 11,509,050.00 200.200 29,129.10 73,064.530 10,630,889 137 JOINTED PLAIN CONCRETE PAVEMENT CY 346.0000 2,176,340.00 5,418.840 1,874,918 (RAPID STRENGTH CONCRETE) 138 SEAL PAVEMENT JOINT LF 2.5500 716,550.00 36,060.500 91,954 139 SEAL ISOLATION JOINT LF 14.7000 22,050.00 1,111.000 16,331 140 DOWEL BAR (DRILL AND BOND) EA 15.0000 126,390.00 1,785.000 26,775 (F) 141 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 430.0000 387,000.00 951.240 409,033 142 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 18,188.000 642,036 (F) LOCATION A 147 MECHANICALLY STABILIZED EMBANKMENT, SQFT 34.9500 520,755.00 14,900.000 520,755 (F) LOCATION B 148 MECHANICALLY STABILIZED EMBANKMENT, SQFT 35.2000 263,577.60 7,488.000 263,577 (F) LOCATION C 149 MECHANICALLY STABILIZED EMBANKMENT, SQFT 34.1000 334,145.90 9,779.000 333,463 (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 11,795.000 1,040,319 154 DRIVE 24" STEEL PIPE PILE EA 1,470.0000 435,120.00 296.000 435,120 155 JACKED CASING - 60" OUTSIDE DIAMETER LF 850.0000 289,000.00 327.000 277,950 STEEL CASING PROGRAM CAS145 PAGE 7 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,422.000 383,008 157 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 52.5000 1,869,000.00 34,298.800 1,800,687 158 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.9000 1,131,095.70 18,835.910 1,147,106 159 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 0.005 4,121.25 1.000 824,250 164 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 290.0000 1,515,540.00 5,226.000 1,515,540 (F) 165 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 10,643,460.00 81.000 42,930.00 20,001.000 10,600,530 (F) 166 STRUCTURAL CONCRETE, RETAINING WALL CY 325.0000 8,850,075.00 24,065.000 7,821,125 (F) 167 STRUCTURAL CONCRETE, BARRIER SLAB CY 434.0000 512,554.00 1,158.000 502,572 (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 187,050.00 135.000 87,075.00 135.000 87,075 (F) (TYPE EQ) 170 STRUCTURAL CONCRETE, APPROACH SLAB CY 496.0000 310,000.00 625.000 310,000 (F) (TYPE N) 171 STRUCTURAL CONCRETE, APPROACH SLAB CY 788.0000 238,764.00 303.000 238,764 (F) (TYPE R) 172 STRUCTURAL CONCRETE, APPROACH SLAB CY 492.0000 369,000.00 750.000 369,000 (F) (TYPE N MODIFIED) 173 STRUCTURAL CONCRETE (AUSTIN VAULT) CY 440.0000 256,520.00 583.000 256,520 (F) 174 MINOR CONCRETE (MINOR STRUCTURE) CY 1,420.0000 479,960.00 4.200 5,964.00 267.740 380,190 (F) 175 PAVING NOTCH EXTENSION CF 152.5000 34,312.50 152.350 23,233 176 ARCHITECTURAL TREATMENT SQFT 2.2700 810,085.82 354,647.000 805,048 (F) 177 DRILL AND BOND DOWEL LF 21.0000 33,768.00 1,848.000 38,808 178 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 321,360.00 206.000 321,360 (F) UNIT 182 GRADE CROSSING PANELS LF 421.6500 96,979.50 230.000 96,979 PROGRAM CAS145 PAGE 8 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,279.000 24,876 185 FURNISH POLYESTER CONCRETE OVERLAY CF 79.0000 433,157.00 5,653.090 446,594 186 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1000 138,180.00 65,800.000 138,180 (F) 187 SOUND WALL (MASONRY BLOCK) SQFT 20.5000 1,908,570.50 93,395.000 1,914,597 (F) 188 JOINT SEAL (MR 1/2") LF 18.9000 102,249.00 6,259.000 118,295 189 JOINT SEAL (MR 1 1/2") LF 54.6000 11,083.80 0.000 0 190 JOINT SEAL (MR 2") LF 66.5500 83,054.40 109.000 7,253 191 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 6,248,570.15 7,364,458.000 6,259,789 (F) 192 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 2,881,345.30 3,041,789.000 2,585,520 (F) 193 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.8900 122,410.60 137,540.000 122,410 (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 4,167.00 926.000 4,167 (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 67,800.000 267,810 (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 3.000 1,200 CLEARANCE SIGN 207 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.3000 29,842.00 6,940.000 29,842 WITH WALKWAY) 208 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6600 4,580.40 6,940.000 4,580 WITH WALKWAY) 209 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.2500 50,150.00 11,727.000 49,839 PROGRAM CAS145 PAGE 9 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,492.460 5,171 211 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.9000 104,860.00 21,333.000 104,531.70 21,333.000 104,531 212 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 17,120.00 21,333.000 17,066.40 21,333.000 17,066 213 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 1,000,800.00 266,755.000 960,318 214 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2800 77,840.00 276,366.300 77,382 215 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.2000 36,924.00 3,186.600 32,503 216 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.2000 11,648.00 366.700 6,673 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 17.7500 4,970.00 114.000 2,023 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1000 15,106.00 943.700 8,587 (0.063"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.3500 9,256.50 666.100 6,228 (0.080"-UNFRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5500 2,259.00 68.000 853 (0.063"-FRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 7,267.50 317.900 4,053 (0.080"-FRAMED) 222 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 475.0000 28,500.00 54.000 25,650.00 54.000 25,650 (SIGN FOUNDATION) 223 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 130,000.00 274.080 137,040 (SIGN FOUNDATION) 224 METAL SIGN (BARRIER/WALL MOUNTED) LB 17.0000 65,450.00 2,476.000 42,092 225 ROADSIDE SIGN - ONE POST (METAL) EA 380.0000 14,060.00 46.000 17,480 226 ROADSIDE SIGN - ONE POST EA 380.0000 45,980.00 58.000 22,040 227 ROADSIDE SIGN - TWO POST EA 1,785.0000 37,485.00 5.000 8,925 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 6,776.00 29.000 3,509 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 29,400.00 239.000 12,547.50 295.000 15,487 232 15" REINFORCED CONCRETE PIPE LF 64.0000 6,400.00 16.000 1,024 233 18" REINFORCED CONCRETE PIPE LF 54.6000 147,420.00 4,276.600 233,502 234 24" REINFORCED CONCRETE PIPE LF 73.5000 185,955.00 2,383.300 175,172 235 42" REINFORCED CONCRETE PIPE LF 174.0000 114,840.00 617.000 107,358 236 48" REINFORCED CONCRETE PIPE LF 204.0000 236,640.00 781.000 159,324 PROGRAM CAS145 PAGE 10 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 84.900 14,687 238 18" SLOTTED CORRUGATED STEEL PIPE LF 65.0000 393,250.00 5,391.000 350,415 (.079" THICK) 239 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 48.0000 64,800.00 1,203.000 57,744 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 73.200 1,244 POLYETHYLENE PIPE 251 UNDERDRAIN CLEANOUT LF 49.0000 10,780.00 224.000 10,976 252 21" CONCRETE ENCASEMENT LF 21.0000 1,365.00 43.500 913 253 6" PLASTIC PIPE UNDERDRAIN PERFORATED LF 6.0000 3,420.00 561.000 3,366 (AUSTIN VAULT) 254 6" NON-PERFORATED PLASTIC PIPE LF 37.0000 444.00 12.000 444 UNDERDRAIN 255 18" HIGH DENSITY POLYETHYLENE DOWNDRAIN LF 49.0000 4,165.00 86.000 4,214 256 FILTER FABRIC (AUSTIN VAULT) SQYD 3.5000 1,540.00 438.000 1,533 257 PERMEABLE MATERIAL (AUSTIN VAULT) CY 55.0000 9,075.00 165.000 9,075 (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 62,900.00 129.580 47,944 263 SLOPE PAVING (CONCRETE) CY 815.0000 22,005.00 41.000 33,415 PROGRAM CAS145 PAGE 11 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 33.000 9,438 (F) 265 MINOR CONCRETE (CURB, SIDEWALK, AND CY 527.0000 938,060.00 31.590 16,647.93 1,282.580 675,919 DRIVEWAY) 266 MINOR CONCRETE (GUTTER) (CY) CY 347.0000 83,280.00 46.820 16,246.54 208.860 72,474 267 MINOR CONCRETE (MISCELLANEOUS CY 475.0000 128,250.00 280.920 133,437 CONSTRUCTION) 268 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.2000 354,960.00 38,507.490 277,253 269 MINOR CONCRETE (CURB RAMP) CY 1,415.0000 15,565.00 9.500 13,442 270 MISCELLANEOUS IRON AND STEEL LB 1.4500 65,061.50 27,078.000 39,263 (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 1,305.000 7,308 (F) (RESTRAINER - CABLE TYPE) 273 MISCELLANEOUS METAL (BRIDGE) LB 4.7500 462,070.50 96,813.000 459,861 (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 5,332.000 24,260 (F) 276 MISCELLANEOUS METAL (AUSTIN VAULT) LB 44.5000 10,235.00 230.000 10,235 (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 5,586.00 164.000 2,410 279 CHAIN LINK FENCE (TYPE CL-6) LF 16.8000 243,600.00 12,574.000 211,243 280 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 3.000 2,256 282 14' CHAIN LINK GATE (TYPE CL-6) EA 1,470.0000 1,470.00 1.000 1,470 283 18' CHAIN LINK GATE (TYPE CL-6) EA 2,080.0000 4,160.00 2.000 4,160 284 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 1,648.000 42,436 287 CHAIN LINK RAILING (TYPE 7) LF 75.6000 349,423.20 551.000 41,655.60 1,370.000 103,572 (F) 288 TUBULAR HANDRAILING LF 73.5000 72,765.00 990.000 72,765 (F) 289 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 163.0000 78,566.00 279.000 45,477.00 404.000 65,852 (F) 290 CABLE RAILING (AUSTIN VAULT) LF 65.0000 28,470.00 438.000 28,470 (F) PROGRAM CAS145 PAGE 12 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,884.000 216,816 (F) 292 TRANSITION RAILING (TYPE WB) EA 3,205.0000 25,640.00 8.000 25,640 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 5,250.00 7.000 5,250 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,545.0000 28,360.00 11.000 38,995 295 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,105.0000 12,420.00 2.000 6,210 296 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 2,946.000 203,274 298 CONCRETE BARRIER (TYPE 60D) LF 49.5000 327,838.50 5,791.000 286,654 (F) 299 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 184.0000 220,248.00 1,143.000 210,312 (F) 300 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 136.0000 867,680.00 3,709.000 504,424 301 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 101.0000 16,564.00 164.000 16,564 (F) 302 CONCRETE BARRIER (TYPE 60E) LF 255.0000 51,000.00 190.000 48,450 303 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 96.0000 80,832.00 842.000 80,832 (F) 304 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 220.5000 26,460.00 120.000 26,460 (F) 305 CONCRETE BARRIER (TYPE 736) LF 81.0000 123,606.00 715.000 57,915 (F) 306 CONCRETE BARRIER (TYPE 736A) LF 86.5000 57,522.50 665.000 57,522 (F) 307 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 83.0000 186,003.00 1,729.000 143,507 (F) 308 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 83.0000 636,527.00 579.000 48,057.00 7,576.000 628,808 (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 1,114.000 115,856 (F) 311 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 275.0000 96,250.00 350.000 96,250 312 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 158.0000 145,360.00 1,030.000 162,740 (F) 313 CONCRETE BARRIER (TYPE 736SV) LF 128.0000 486,656.00 3,720.000 476,160 (F) 314 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 47,080.00 37,752.000 16,610 315 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 2,312.00 5,012.000 3,408 316 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 96,705.00 6,286.000 6,600 317 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 5,032.30 1,825.000 1,441 (BROKEN 12-3) PROGRAM CAS145 PAGE 13 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,128.000 16,153 319 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 771.20 1,127.000 360 (BROKEN 6-1) 320 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 37,760.00 4,194.000 1,342 (BROKEN 36-12) 321 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 7,072.00 6,571.000 2,102 (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 163,170.00 889,044.000 186,699 324 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.1000 4,683.00 3,211.000 6,743 325 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 10,027.50 8,577.000 9,005 326 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 78,151.50 10,184.000 32,079 327 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 0.990 20,790 SYSTEM COMPLETE 329 SIGNAL AND LIGHTING (LOCATION 1) LS 147,000.0000 147,000.00 0.946 139,062 330 SIGNAL AND LIGHTING (LOCATION 2) LS 141,750.0000 141,750.00 0.960 136,080 331 LIGHTING (TEMPORARY) LS 105,000.0000 105,000.00 0.126 13,230 332 LIGHTING (CITY STREET) LS 367,500.0000 367,500.00 0.013 4,777.50 0.882 324,135 333 RAILROAD LIGHTING EA 7,350.0000 117,600.00 16.000 117,600 334 INTERCONNECTION CONDUIT AND CABLE (LS) LS 42,000.0000 42,000.00 0.034 1,428.00 0.785 32,970 335 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 0.382 1,604 337 MICROWAVE VEHICLE DETECTION SYSTEM LS 42,000.0000 42,000.00 0.750 31,500 (TEMPORARY) 338 MODIFY COMMUNICATION SYSTEM LS 1,050,000.0000 1,050,000.00 0.004 4,200.00 0.861 904,050 339 MODIFY RAMP METERING SYSTEM LS 546,000.0000 546,000.00 0.012 6,552.00 0.805 439,530 340 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 252,000.0000 252,000.00 0.013 3,276.00 0.026 6,552 341 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 157,500.0000 157,500.00 0.021 3,307.50 0.024 3,780 342 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 105,000.0000 105,000.00 0.990 103,950 343 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 157,500.0000 157,500.00 0.995 156,712 344 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,260,000.0000 1,260,000.00 0.002 2,520.00 0.902 1,136,520 PROGRAM CAS145 PAGE 14 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,250 346 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 0.997 2,843,030 PROGRAM CAS145 PAGE 15 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 12:29 PM ESTIMATE NO. 132 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 10/20/21 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 816,470.14 147,063,984.55 ADJUSTMENT OF COMPENSATION 38,909.63 40,692,711.33 EXTRA WORK 8,000.00 45,646,325.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 863,379.77 233,403,021.01 348 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 863,379.77 240,703,021.01 MATERIALS ON HAND ON SITE 5,812.69 468,053.69 DEDUCTIONS 0.00 0.00 TOTAL 869,192.46 241,171,074.70 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 02/13/13 04/10/23 1850 309 999 65 93% 83% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/21