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 12/21/23 EST. NO. 160 TIME 01:43 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 --------------------------------------------------------------------------- 001 1320 1,918.13 E.W. @ F.A.(+) 050323 N 4123.0 296 0001 1,481.73 E.W. @ F.A.(+) 062323 N 4135.0 310 0003 1,784.52 E.W. @ F.A.(+) 062523 N 4107.0 0004 560.48 061423 N 4130.0 0005 1,367.22 061523 N 4131.0 0006 10,716.17 061623 N 4134.0 347 0001 2,795.65 E.W. @ F.A.(+) 060123 N 4125.0 0002 2,446.19 060223 N 4126.0 0003 2,795.65 060523 N 4127.0 377 0031 7,035.60 E.W. @ F.A.(+) 111321 N 4118.0 0032 6,607.38 103021 N 4120.0 384 0005 17,183.99 E.W. @ F.A.(+) 120621 N 4119.0 411 0007 2,745.04 E.W. @ F.A.(+) 050223 N 4121.0 433 0001 18,836.77 E.W. @ F.A.(+) 122922 N 4102.0 0003 763.28 021423 N 4104.0 436 0001 2,530.72 E.W. @ F.A.(+) 061623 N 4106.0 437 0002 1,245.20 E.W. @ F.A.(+) 061423 N 4129.0 0003 1,597.84 061523 N 4132.0 451 0001 422.07 E.W. @ F.A.(+) 061323 N 4128.0 84,833.63 TOTAL THIS ESTIMATE 100,670,816.92 TOTAL PREVIOUS ESTIMATE 100,755,650.55 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 12/21/23 EST. NO. 160 TIME 01:43 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 LEGAL TENDER -99,187.00 139 CYL COMP STRGTG FAIL -39,890.00 140 LEGAL TENDER 99,187.00 144 CEM 4401 SOLID WASTE -10,000.00 156 0.00 -49,890.00 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 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 12/21/23 EST. NO. 160 TIME 01:43 PM R.E. NAME: GURFINKEL, VLADIMIR 07-1218W4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 12/21/23 EST. NO. 160 TIME 01:43 PM R.E. NAME: GURFINKEL, VLADIMIR 07-1218W4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPR'S 8,000.00 111 CPR'S -5,000.00 111 CPR'S 5,000.00 114 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE CEM 2402F -10,000.00 156 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -59,890.00 PROGRAM CAS145 PAGE 1 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 9,500 002 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 1.000 5,000 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 68.000 34,000 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 6.000 12,000 PROGRAM CAS145 PAGE 2 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 10,800 024 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 1.000 178,500 031 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 11,523.180 19,013 036 REMOVE CHAIN LINK FENCE LF 5.8000 196,620.00 31,102.310 180,393 037 REMOVE METAL BEAM GUARD RAILING LF 12.0000 52,320.00 4,653.090 55,837 038 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 129,376.00 388,100.000 124,192 041 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 3,423.00 22.000 46 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 20,832.00 80,360.000 25,715 043 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 26,396.000 27,715 045 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 2,026.800 25,537 049 REMOVE INLET EA 1,470.0000 23,520.00 23.000 33,810 PROGRAM CAS145 PAGE 3 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 54,914.500 76,880 062 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 27,300.00 500.660 32,542 066 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 1.000 1,655 068 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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 38,000 078 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 3,553,500.00 232,319.180 4,007,505 081 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 3,338.340 240,360 (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 90,098.000 1,135,234 (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 6,451.000 145,147 (F) (AERIALLY DEPOSITED LEAD) 098 STRUCTURE EXCAVATION (TYPE Y-2) CY 24.4000 34,892.00 5,410.000 132,004 (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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,050.000 1,106,300 (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 2,538.000 248,724 (F) 105 STRUCTURE BACKFILL (RETAINING WALL) CY 14.6000 1,970,576.60 123,845.000 1,808,137 (F) 106 PERVIOUS BACKFILL MATERIAL CY 65.0000 293,215.00 4,219.000 274,235 (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 1.000 276,700 111 PLANT ESTABLISHMENT WORK LS 71,100.0000 71,100.00 1.000 71,100 112 IRRIGATION SYSTEM LS 421,400.0000 421,400.00 1.000 421,400 113 2" SUPPLY LINE (BRIDGE) LF 50.0000 14,950.00 299.000 14,950 (F) 114 WATER METER EA 6,000.0000 12,000.00 1.000 6,000 115 8" CORRUGATED HIGH DENSITY LF 22.0000 15,290.00 295.000 6,490 (F) POLYETHYLENE PIPE CONDUIT 116 10" CORRUGATED HIGH DENSITY LF 23.1000 22,869.00 1,085.000 25,063 (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 75,029.550 1,594,377 120 CRUSHED MISCELLANEOUS BASE CY 32.6000 24,776.00 236.950 7,724 121 LEAN CONCRETE BASE CY 98.4000 5,087,280.00 46,343.580 4,560,208 122 LEAN CONCRETE BASE RAPID SETTING CY 230.0000 883,200.00 4,012.300 922,829 123 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 48,530.980 3,409,301 126 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 67,840.00 2,917.190 309,222 127 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 750.0000 750.00 0.000 0 PAVEMENT INTERLAYER) 128 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 17,762.50 5,075.000 17,762 (F) (PAVING FABRIC) PROGRAM CAS145 PAGE 6 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,320.00 933.000 3,871 132 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 5,313.000 22,048 134 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1500 7,470.00 1,894.000 7,860 135 TACK COAT TON 650.0000 20,150.00 54.000 35,100 136 JOINTED PLAIN CONCRETE PAVEMENT CY 145.5000 11,509,050.00 78,207.110 11,379,134 137 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 716,550.00 138,197.040 352,402 139 SEAL ISOLATION JOINT LF 14.7000 22,050.00 6,063.300 89,130 140 DOWEL BAR (DRILL AND BOND) EA 15.0000 126,390.00 8,426.000 126,390 (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 11,719.300 31,642 144 GRIND EXISTING CONCRETE SQYD 6.0000 140,400.00 17,503.000 105,018 PAVEMENT 145 TIEDOWN ANCHOR EA 3,940.0000 193,060.00 0.000 0 146 MECHANICALLY STABILIZED EMBANKMENT, SQFT 35.3000 642,142.30 18,191.000 642,142 (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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 20,071.000 10,637,630 (F) 166 STRUCTURAL CONCRETE, RETAINING WALL CY 325.0000 8,850,075.00 24,121.000 7,839,325 (F) 167 STRUCTURAL CONCRETE, BARRIER SLAB CY 434.0000 512,554.00 1,181.000 512,554 (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 187,050.00 290.000 187,050 (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 479,960.00 472.660 671,177 (F) 175 PAVING NOTCH EXTENSION CF 152.5000 34,312.50 152.350 23,233 176 ARCHITECTURAL TREATMENT SQFT 2.2700 810,085.82 355,294.000 806,517 (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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,083.80 203.000 11,083 190 JOINT SEAL (MR 2") LF 66.5500 83,054.40 1,248.000 83,054 191 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 28,100.000 1,236,400 (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 1.000 5,355 203 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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,333.000 104,531 212 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 17,120.00 21,567.540 17,254 213 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 1,000,800.00 277,776.000 999,993 214 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2800 77,840.00 277,776.000 77,777 215 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.2000 36,924.00 3,613.300 36,855 216 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.2000 11,648.00 635.300 11,562 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 17.7500 4,970.00 186.000 3,301 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1000 15,106.00 1,617.400 14,718 (0.063"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.3500 9,256.50 804.100 7,518 (0.080"-UNFRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5500 2,259.00 125.750 1,578 (0.063"-FRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 7,267.50 446.300 5,690 (0.080"-FRAMED) 222 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 475.0000 28,500.00 54.000 25,650 (SIGN FOUNDATION) 223 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 130,000.00 297.080 148,540 (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 58.000 22,040 226 ROADSIDE SIGN - ONE POST EA 380.0000 45,980.00 81.000 30,780 227 ROADSIDE SIGN - TWO POST EA 1,785.0000 37,485.00 12.000 21,420 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 6,776.00 57.000 6,897 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 29,400.00 295.000 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 4,342.600 237,105 234 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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,866.000 381,290 (.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 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,339.540 705,937 DRIVEWAY) 266 MINOR CONCRETE (GUTTER) (CY) CY 347.0000 83,280.00 229.470 79,626 267 MINOR CONCRETE (MISCELLANEOUS CY 475.0000 128,250.00 283.720 134,767 CONSTRUCTION) 268 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.2000 354,960.00 45,154.920 325,115 269 MINOR CONCRETE (CURB RAMP) CY 1,415.0000 15,565.00 12.200 17,263 270 MISCELLANEOUS IRON AND STEEL LB 1.4500 65,061.50 58,138.000 84,300 (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 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 9,757.000 44,394 (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 13,504.000 226,867 280 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 4.000 3,008 282 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 22.000 1,870 286 METAL BEAM GUARD RAILING (WOOD POST) LF 25.7500 46,350.00 1,696.500 43,684 287 CHAIN LINK RAILING (TYPE 7) LF 75.6000 349,423.20 1,175.000 88,830 (F) 288 TUBULAR HANDRAILING LF 73.5000 72,765.00 990.000 72,765 (F) 289 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 163.0000 78,566.00 482.000 78,566 (F) 290 CABLE RAILING (AUSTIN VAULT) LF 65.0000 28,470.00 438.000 28,470 (F) PROGRAM CAS145 PAGE 12 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,462.000 238,356 (F) 292 TRANSITION RAILING (TYPE WB) EA 3,205.0000 25,640.00 9.000 28,845 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 5,250.00 9.000 6,750 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,545.0000 28,360.00 12.000 42,540 295 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 3,440.000 237,360 298 CONCRETE BARRIER (TYPE 60D) LF 49.5000 327,838.50 5,932.000 293,634 (F) 299 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 184.0000 220,248.00 1,197.000 220,248 (F) 300 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 136.0000 867,680.00 6,505.000 884,680 301 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 123,606.00 996.000 80,676 (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 1,753.000 145,499 (F) 308 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 83.0000 636,527.00 7,642.000 634,286 (F) 309 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 270.0000 75,060.00 278.000 75,060 (F) 310 CONCRETE BARRIER (TYPE 736B) LF 104.0000 491,712.00 3,525.500 366,652 (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 45,547.000 20,040 315 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 2,312.00 5,368.000 3,650 316 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 96,705.00 81,966.000 86,064 317 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 5,032.30 6,815.000 5,383 (BROKEN 12-3) PROGRAM CAS145 PAGE 13 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,410.000 29,641 319 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 771.20 2,727.000 872 (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 14,617.000 4,677 (BROKEN 17-7) 322 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 3,365.40 5,092.000 4,022 (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 16,512.000 52,012 327 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 1.000 10,500 SYSTEM ELEMENTS DURING CONSTRUCTION 328 FURNISH AND INSTALL TRAFFIC SIGNAL LS 21,000.0000 21,000.00 1.000 21,000 SYSTEM COMPLETE 329 SIGNAL AND LIGHTING (LOCATION 1) LS 147,000.0000 147,000.00 1.000 147,000 330 SIGNAL AND LIGHTING (LOCATION 2) LS 141,750.0000 141,750.00 1.000 141,750 331 LIGHTING (TEMPORARY) LS 105,000.0000 105,000.00 1.000 105,000 332 LIGHTING (CITY STREET) LS 367,500.0000 367,500.00 1.000 367,500 333 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 1.000 42,000 335 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 7,350.0000 7,350.00 1.000 7,350 336 ELECTRIC SERVICE (IRRIGATION) LS 4,200.0000 4,200.00 1.000 4,200 337 MICROWAVE VEHICLE DETECTION SYSTEM LS 42,000.0000 42,000.00 1.000 42,000 (TEMPORARY) 338 MODIFY COMMUNICATION SYSTEM LS 1,050,000.0000 1,050,000.00 1.000 1,050,000 339 MODIFY RAMP METERING SYSTEM LS 546,000.0000 546,000.00 1.000 546,000 340 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 252,000.0000 252,000.00 1.000 252,000 341 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 157,500.0000 157,500.00 1.000 157,500 342 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 105,000.0000 105,000.00 1.000 105,000 343 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 157,500.0000 157,500.00 1.000 157,500 344 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,260,000.0000 1,260,000.00 1.000 1,260,000 PROGRAM CAS145 PAGE 14 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,851,585 PROGRAM CAS145 PAGE 15 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218W4 TIME 01:43 PM ESTIMATE NO. 160 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 06/26/23 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 153,170,910.89 ADJUSTMENT OF COMPENSATION 0.00 44,422,794.34 EXTRA WORK 84,833.63 56,332,856.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 84,833.63 253,926,561.44 348 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 84,833.63 261,226,561.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -59,890.00 TOTAL 84,833.63 261,166,671.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/20/12 1150 07/07/13 02/13/13 06/26/23 2198 379 999 65 100% 100% GURFINKEL, VLADIMIR RESIDENT ENGINEER