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 01/23/24 EST. NO. 083 TIME 12:34 PM R.E. NAME: SAKER, GEORGE 07-2159U4 --------------------------------------------------------------------------- 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 0445 459.14 E.W. @ F.A.(+) 082522 N 2551.0 0472 764.08 103122 N 2622.0 0473 499.19 122822 N 2697.0 0515 863.96 062323 N 3132.0 0516 3,240.84 062223 N 3133.0 0517 2,796.13 060123 N 3152.0 0518 5,646.29 120320 N 3169.0 0519 813.21 121421 N 105201 0520 294.27 122921 N 105202 004 0052 5,017.01 E.W. @ F.A.(+) 102021 N 2433.0 0071 314.60 040517 N 3168.0 0072 1,452.02 120621 N 3170.4 011 0166 2,881.67 E.W. @ F.A.(+) 062023 N 3104.0 0174 4,048.80 041423 N 3142.0 0175 1,707.03 042723 N 3149.0 0176 3,615.44 050123 N 3150.0 0177 1,835.56 053123 N 3151.0 0178 3,595.56 060123 N 3153.0 0179 5,690.54 060223 N 3154.0 0180 1,635.89 050323 N 3155.0 0181 3,145.52 042623 N 3166.0 0186 8,600.32 050223 N 2891.4 0187 7,762.41 032423 N 3177.0 0188 24,111.49 062623 N 3180.0 0189 4,927.31 050223 N 104529 026 0016 4,678.76 E.W. @ F.A.(+) 032823 N 3145.0 0017 5,234.96 032723 N 3147.0 066 0025 2,725.19 E.W. @ F.A.(+) 092822 N 2598.1 0026 3,465.57 100622 N 2604.1 0027 3,572.52 101222 N 2605.1 0028 481.44 101822 N 2609.1 0029 8,947.68 092722 N 2616.1 0030 2,011.61 092922 N 2617.1 0031 748.74 021323 N 2839.1 0032 1,497.47 021423 N 2840.1 0033 5,806.19 101222 N 2618.2 088 0042-1 -2,088.54 E.W. @ F.A.(+) 111519 N 1823.0 DAO CORRECTING ENTRY 0047 2,187.50 012120 N 3084.0 0051 7,707.83 082019 N 3089.0 0053 6,975.31 070519 N 8853 0 091 0052 2,687.64 E.W. @ F.A.(+) 111519 N 3086.1 093 0005 10,615.62 E.W. @ F.A.(+) 122221 N 3171.0 121 0003 2,033.64 E.W. @ F.A.(+) 081221 N 3094.0 0004 1,078.63 090519 N 096571 132 0001 4,092.31 E.W. @ F.A.(+) 081121 N 3092.0 0003 3,930.70 121621 N 090398 147 0016 2,305.78 E.W. @ F.A.(+) 030923 N 3176.0 155 0024 5,306.26 E.W. @ F.A.(+) 052523 N 3065.0 0029 3,485.46 030823 N 3100.0 0030 5,201.00 113022 N 3156.0 0031 9,519.25 120122 N 3157.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/23/24 EST. NO. 083 TIME 12:34 PM R.E. NAME: SAKER, GEORGE 07-2159U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0032 1,421.36 121522 N 3158.0 0033 5,187.48 120522 N 3159.0 0034 1,351.61 120722 N 3160.0 0035 5,076.31 112322 N 3161.0 156 0003 8,533.02 E.W. @ F.A.(+) 120222 N 3163.1 158 0005 2,778.02 E.W. @ F.A.(+) 052423 N 2976.1 162 0034 5,431.85 E.W. @ F.A.(+) 041823 N 3144.0 0035 6,348.99 032823 N 3148.0 165 0007 5,818.57 E.W. @ F.A.(+) 121721 N 2435.0 0018 10,372.25 122022 N 2674.0 0018-1 -10,372.25 122022 N 2674.0 DAO CORRECTING ENTRY 0019 7,355.17 122122 N 2675.0 0019-1 -7,355.17 122122 N 2675.0 DAO CORRECTING ENTRY 0020 7,489.32 122222 N 2676.0 0020-1 -7,489.32 122222 N 2676.0 DAO CORRECTING ENTRY 0028 6,733.91 120522 N 2662.0 0028-1 -6,733.91 120522 N 2662.0 DAO CORRECTING ENTRY 0030 9,828.10 120722 N 2664.0 0030-1 -9,828.10 120722 N 2664.0 DAO CORRECTING ENTRY 0031 11,808.51 120822 N 2665.0 0032 9,549.97 120922 N 2667.0 0032-1 -9,549.97 120922 N 2667.0 DAO CORRECTING ENTRY 0033 7,519.91 121922 N 2670.0 0033-1 -7,519.91 121922 N 2670.0 DAO CORRECTING ENTRY 0034 6,220.64 121922 N 2672.0 0061 10,745.66 030823 N 2789.0 0061-1 -10,745.66 030823 N 2789.0 DAO CORRECTING ENTRY 0070 9,114.84 111022 N 3122.0 0071 3,793.97 122922 N 3123.0 0071-1 -3,793.97 122922 N 3123.0 DAO CORRECTING ENTRY 0071-2 3,793.97 122922 N 3123.0 DAO CORRECTING ENTRY 0071-3 -3,793.97 122922 N 3123.0 DAO CORRECTING ENTRY 0072 1,506.87 041723 N 3143.0 0074 8,812.07 111622 N 3174.0 0075 9,370.37 122922 N 3175.0 167 0014 3,653.47 E.W. @ F.A.(+) 062123 N 3126.1 0015 795.97 051123 N 3127.1 0016 1,365.34 050823 N 3128.1 0017 1,313.54 042523 N 3129.1 0018 2,922.12 031623 N 3131.1 0019 1,791.28 031423 N 3134.1 168 0005 575.99 E.W. @ F.A.(+) 061022 N 3172.0 169 0016 198.66 E.W. @ F.A.(+) 022223 N 2729.0 0042 14,250.67 052423 N 2969.0 0057 4,590.67 062223 N 3028.0 0063 3,365.74 062423 N 3040.0 0069 38,488.01 030223 N 3098.3 0070 441.93 090722 N 3120.0 0071 519.57 110722 N 3121.0 0073 3,930.70 121621 N 2432.1 0074 1,139.11 121721 N 2434.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 01/23/24 EST. NO. 083 TIME 12:34 PM R.E. NAME: SAKER, GEORGE 07-2159U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0075 1,186.50 090722 N 3173.0 177 0036 5,031.10 E.W. @ F.A.(+) 080122 N 3165.0 178 0005 8,566.82 E.W. @ F.A.(+) 072222 N 3164.0 179 0004 4,421.79 E.W. @ F.A.(+) 032723 N 3135.1 180 0016 5,941.40 E.W. @ F.A.(+) 062222 N 2543.2 0017 3,815.35 062822 N 2546.1 0018 11,558.87 060822 N 2581.3 181 0010 713.24 E.W. @ F.A.(+) 030623 N 3146.0 182 0007 5,545.67 E.W. @ F.A.(+) 110722 N 2648.1 0008 7,496.40 110922 N 2649.1 0009 19,757.07 050923 N 2931.1 0010 1,222.33 060123 N 2978.1 0011 2,043.34 060523 N 2982.1 0012 3,703.91 062323 N 2988.1 0013 2,299.85 062023 N 3019.1 0014 755.70 061923 N 3027.1 0015 8,624.41 062023 N 3051.1 0016 5,344.00 062223 N 3052.1 0017 4,348.67 061923 N 3067.1 0018 5,607.75 062323 N 3068.1 0019 15,432.59 053023 N 3069.1 0023 5,498.22 031423 N 3077.1 0024 676.10 032323 N 3078.1 0025 1,885.05 042123 N 3079.1 0026 1,267.27 042623 N 3080.1 0027 492.00 042823 N 3081.1 0029 7,804.10 062823 N 3137.0 0031 6,753.09 062723 N 3178.0 0032 15.28 062823 N 3179.0 185 0021 28,438.43 E.W. @ F.A.(+) 030223 N 3098.2 186 0005 617.64 E.W. @ F.A.(+) 103122 N 3119.0 0006 4,687.25 062923 N 3181.0 187 0005 1,575.29 E.W. @ F.A.(+) 120122 N 187-02 194 0008 6,766.71 E.W. @ F.A.(+) 040423 N 3130.0 198 0008 4,343.23 E.W. @ F.A.(+) 061423 N 2947.0 0009 2,067.97 061523 N 2948.0 204 0001 464,864.79 A.C. @ L.S.(+) 011624 N 204-10 205 0001 368,821.60 A.C. @ L.S.(+) 011624 N 205-10 206 0001 460,009.27 A.C. @ L.S.(+) 011624 N 206-10 207 0001 377,590.03 A.C. @ L.S.(+) 011624 N 207-10 2,235,640.16 TOTAL THIS ESTIMATE 14,129,897.24 TOTAL PREVIOUS ESTIMATE 16,365,537.40 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 01/23/24 EST. NO. 083 TIME 12:34 PM R.E. NAME: SAKER, GEORGE 07-2159U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 2016 S. W. -10,000.00 002 CEM 4401 2016 S.W. 10,000.00 003 CEM 2406 DBE -290,565.00 029 CEM 2406 DBE 290,565.00 030 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -80,000.00 022 FHWA 1391 80,000.00 024 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS CPR'SMAR/JULY17 -10,000.00 009 AUGUST CPR'S -1,000.00 010 CPR'S AUG&SEPT -2,000.00 011 AUGUST CPR'S 1,000.00 012 CPR'S AUG&SEPT 2,000.00 012 MAR,MAY,SEPT -3,000.00 012 MISS CPR'SMAR/JULY17 10,000.00 012 NOVEMBER CPR'S -1,000.00 013 NOVEMBER CPR'S 1,000.00 015 MAR,MAY,SEPT 3,000.00 017 MISS CPRS MAR/APR18 -7,000.00 018 MISSING MAY18 CPR -1,000.00 019 MISS JUNE'18 CPRS -10,000.00 022 JULY/AUG CPR -6,000.00 023 JULY/AUG CPR 6,000.00 024 MISS CPRS MAR/APR18 7,000.00 024 MISS JUNE'18 CPRS 10,000.00 024 MISSING CPR'S -3,000.00 024 MISSING MAY18 CPR 1,000.00 024 MISS CPR SEPT-DEC 18 -3,000.00 028 JULY 18 -1,000.00 029 MISS CPR SEPT-DEC 18 3,000.00 029 MISSING CPR'S 3,000.00 029 JULY 18 1,000.00 030 CPR FEB -1,000.00 031 CPR FEB 1,000.00 033 CPR -3,000.00 039 CPR 3,000.00 041 CPR'S -2,000.00 041 CPR -6,000.00 043 CPR'S 2,000.00 043 CPR 6,000.00 045 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 LOCATION SEMI-FINAL ESTIMATE 07-LA-5-0.0/1.5 ------------------- SECURITY PAVING COMPANY, INC. IN LOS ANGELES AND ORANGE COUNTIES 13170 TELFAIR AVE IN BUENO PARK, LA MIRADA, CERRITOS SYLMAR CA 91342 SANTA FE SPRINGS FROM ARTESIA BLVD UNDERCROSSING TO NORTH FORK COYOTE CREEK. FED. AID NO. NHPI-052(981)N ,DEMO-662(70)62N WIDEN AND REALIGN FREEWAY (SEGMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,100.0000 6,100.00 1.000 6,100 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 1.000 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,185.0000 5,599,800.00 1,256.000 6,512,360 004 CONSTRUCTION AREA SIGNS LS 275,000.0000 275,000.00 1.000 275,000 005 TRAFFIC CONTROL SYSTEM LS 660,000.0000 660,000.00 1.000 660,000 006 TYPE III BARRICADE EA 70.0000 21,700.00 314.000 21,980 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 32,000.00 786.000 31,440 008 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 3,000.00 0.000 0 009 TEMPORARY SIGNAL AND LIGHTING LS 682,500.0000 682,500.00 1.000 682,500 010 TEMPORARY RAILING (TYPE K) LF 16.9000 1,483,820.00 105,787.000 1,787,800 011 TEMPORARY CRASH CUSHION MODULE EA 190.0000 87,400.00 447.000 84,930 012 JOB SITE MANAGEMENT LS 87,000.0000 87,000.00 1.000 87,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 54.000 27,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 18,800.00 14.000 5,600 016 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 4.000 8,000 017 TEMPORARY EROSION CONTROL BLANKET SQYD 4.7500 290,225.00 0.000 0 018 IMPERMEABLE MEMBRANE SQYD 2.3500 14,217.50 6,050.000 14,217 019 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 020 TEMPORARY MULCH SQYD 6.3000 21,420.00 0.000 0 021 TEMPORARY HYDRAULIC MULCH SQYD 2.3000 6,900.00 0.000 0 022 TEMPORARY SOIL BINDER SQYD 2.3000 6,900.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 2.2500 6,750.00 3,000.000 6,750 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 16,000.00 80.000 16,000 025 TEMPORARY FIBER ROLL LF 2.5000 44,000.00 16,865.000 42,162 026 TEMPORARY GRAVEL BAG BERM LF 3.2500 141,050.00 11,814.000 38,395 027 TEMPORARY SILT FENCE LF 3.0000 6,000.00 2,000.000 6,000 028 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 27,000.00 10.000 27,000 029 STREET SWEEPING LS 210,000.0000 210,000.00 1.000 210,000 030 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 1.000 40,000 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4200 13,608.00 6,468.000 2,716 (HAZARDOUS WASTE) 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4200 4,914.00 21,567.000 9,058 STRIPE (HAZARDOUS WASTE) 033 WORK AREA MONITORING (BRIDGE) LS 75,000.0000 75,000.00 1.000 75,000 034 TREATED WOOD WASTE LB 0.1800 22,500.00 125,000.000 22,500 035 HAZARDOUS MATERIALS MITIGATION PLANS LS 483,000.0000 483,000.00 1.000 483,000 036 CONTAMINATED MATERIALS CY 104.5000 2,455,750.00 23,788.000 2,485,846 037 CONTAMINATED LIQUIDS GAL 0.4500 156,600.00 0.000 0 038 NOISE MONITORING LS 50,000.0000 50,000.00 0.000 0 039 OBLITERATE SURFACING SQYD 1.8000 82,260.00 45,700.000 82,260 040 REMOVE CHAIN LINK FENCE LF 6.3000 62,244.00 11,559.000 72,821 041 REMOVE GATE EA 105.0000 210.00 4.000 420 042 REMOVE GUARDRAIL LF 9.4500 18,333.00 2,066.000 19,523 043 REMOVE DOUBLE METAL BEAM BARRIER LF 10.5000 56,175.00 5,350.000 56,175 044 REMOVE IRRIGATION FACILITY LS 15,750.0000 15,750.00 1.000 15,750 045 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 26,784.00 185,121.000 59,238 046 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 273.00 5,207.000 10,934 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 13,984.00 44,625.000 14,280 048 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 378.00 930.000 1,953 049 REMOVE PAVEMENT MARKER EA 1.0500 12,180.00 15,193.000 15,952 PROGRAM CAS145 PAGE 3 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 130.0000 19,500.00 150.000 19,500 051 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 21,000.00 6.000 21,000 052 REMOVE PIPE (LF) LF 10.5000 144,900.00 13,075.300 137,290 053 REMOVE INLET EA 1,110.0000 72,150.00 66.000 73,260 054 REMOVE MANHOLE EA 2,200.0000 22,000.00 8.000 17,600 055 REMOVE CATCH BASIN EA 1,630.0000 34,230.00 21.000 34,230 056 REMOVE RETAINING WALL (CY) CY 120.0000 39,000.00 325.000 39,000 057 REMOVE CONCRETE PAVEMENT (CY) CY 13.6000 171,360.00 12,600.000 171,360 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.4000 10,000.00 25,000.000 10,000 059 RELOCATE ROADSIDE SIGN EA 600.0000 7,800.00 0.000 0 060 ADJUST MANHOLE EA 1,500.0000 1,500.00 2.000 3,000 061 ADJUST MANHOLE TO GRADE EA 700.0000 7,000.00 10.000 7,000 062 REMOVE CONCRETE (CY) CY 72.0000 66,960.00 930.000 66,960 063 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 5.6500 27,741.50 4,910.000 27,741 064 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 50.8000 18,796.00 363.600 18,470 065 REMOVE CONCRETE (CURB AND GUTTER) LF 3.4500 117,990.00 34,232.000 118,100 066 REMOVE CONCRETE BARRIER LF 13.5000 39,285.00 2,910.000 39,285 067 REMOVE CONCRETE BARRIER (TYPE K) LF 15.9000 34,980.00 2,200.000 34,980 068 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.2500 7,487.50 6,102.000 7,627 069 REMOVE CONCRETE MASONRY BLOCK WALL SQFT 20.0000 4,000.00 200.000 4,000 070 REMOVE RAILING LS 25,000.0000 25,000.00 1.000 25,000 071 BRIDGE REMOVAL, LOCATION A LS 701,400.0000 701,400.00 1.000 701,400 072 BRIDGE REMOVAL, LOCATION B LS 315,500.0000 315,500.00 1.000 315,500 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 47,250.0000 47,250.00 1.000 47,250 074 BRIDGE REMOVAL (PORTION), LOCATION B LS 42,000.0000 42,000.00 1.000 42,000 075 BRIDGE REMOVAL (PORTION), LOCATION C LS 36,750.0000 36,750.00 1.000 36,750 076 CLEARING AND GRUBBING (LS) LS 225,000.0000 225,000.00 1.000 225,000 PROGRAM CAS145 PAGE 4 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 21.1500 6,704,550.00 316,813.730 6,700,610 078 ROADWAY EXCAVATION (TYPE Y-1) CY 25.0000 84,500.00 2,389.000 59,725 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-2) CY 28.0000 96,040.00 1,374.000 38,472 (AERIALLY DEPOSITED LEAD) 080 STRUCTURE EXCAVATION CY 16.0000 38,432.00 2,402.000 38,432 (F) 081 STRUCTURE EXCAVATION (BRIDGE) CY 18.6500 373,354.35 20,019.000 373,354 (F) 082 STRUCTURE EXCAVATION (CONTAMINATED CY 118.0000 518,846.00 4,397.000 518,846 MATERIALS) 083 STRUCTURE EXCAVATION (TYPE D) CY 66.0000 262,086.00 3,971.000 262,086 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.2000 726,998.00 30,861.000 623,392 (F) 085 STRUCTURE EXCAVATION (TYPE Y-1) CY 40.0000 1,960.00 49.000 1,960 (AERIALLY DEPOSITED LEAD) 086 STRUCTURE EXCAVATION (TYPE Y-2) CY 45.0000 1,485.00 33.000 1,485 (AERIALLY DEPOSITED LEAD) 087 STRUCTURE BACKFILL CY 85.0000 31,620.00 372.000 31,620 (F) 088 STRUCTURE BACKFILL (BRIDGE) CY 84.0000 891,072.00 10,608.000 891,072 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) CY 72.0000 2,095,272.00 22,456.000 1,616,832 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 300.0000 2,400.00 8.000 2,400 (F) WALL) 091 DITCH EXCAVATION CY 27.0000 4,860.00 180.000 4,860 092 IMPORTED BORROW (CY) CY 9.0000 999,000.00 113,169.000 1,018,521 093 GEOSYNTHETIC REINFORCED EMBANKMENT CY 61.0000 64,660.00 1,060.000 64,660 094 ROADSIDE CLEARING LS 26,250.0000 26,250.00 1.000 26,250 095 ROCK BLANKET SQFT 11.3000 1,514,200.00 142,008.000 1,604,690 096 SOIL AMENDMENT CY 68.2500 7,507.50 6.000 409.50 60.000 4,095 097 SLOW-RELEASE FERTILIZER LB 1.3000 2,717.00 537.500 698 098 PLANT (GROUP H) EA 0.6800 28,016.00 41,200.000 28,016 099 PLANT (GROUP I) EA 1.6000 35,520.00 22,200.000 35,520 100 PLANT (GROUP A) EA 12.6000 2,520.00 228.000 2,872 101 PLANT (GROUP U) EA 189.0000 12,285.00 57.000 10,773 102 PLANT ESTABLISHMENT WORK LS 37,275.0000 37,275.00 1.000 37,275 103 WOOD MULCH CY 68.2500 17,062.50 250.000 17,062 PROGRAM CAS145 PAGE 5 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CHECK AND TEST EXISTING IRRIGATION LS 8,900.0000 8,900.00 1.000 8,900 FACILITIES 105 OPERATE EXISTING IRRIGATION FACILITIES LS 21,000.0000 21,000.00 1.000 21,000 106 CONTROL AND NEUTRAL CONDUCTORS LS 31,500.0000 31,500.00 1.000 31,500 107 1" REMOTE CONTROL VALVE EA 500.0000 10,500.00 21.000 10,500 108 1 1/2" REMOTE CONTROL VALVE EA 580.0000 5,220.00 9.000 5,220 109 2" REMOTE CONTROL VALVE EA 655.0000 1,310.00 2.000 1,310 110 8 STATION IRRIGATION CONTROLLER EA 6,825.0000 6,825.00 0.000 0 (WALL MOUNTED) 111 16-18 STATION IRRIGATION CONTROLLER EA 8,925.0000 17,850.00 0.000 0 (WALL MOUNTED) 112 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 15.7500 315.00 20.000 315 (F) 113 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 21.0000 840.00 40.000 840 (F) 114 IRRIGATION CONTROLLER ENCLOSURE EA 3,675.0000 11,025.00 0.000 0 CABINET 115 1" BACKFLOW PREVENTER ASSEMBLY EA 3,675.0000 3,675.00 1.000 3,675 116 2" BACKFLOW PREVENTER ASSEMBLY EA 5,250.0000 10,500.00 2.000 10,500 117 FLOW SENSOR EA 788.0000 2,364.00 0.000 0 118 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 68.2500 8,190.00 120.000 8,190 119 RISER SPRINKLER ASSEMBLY EA 42.0000 9,240.00 240.000 10,080 120 POP-UP SPRINKLER ASSEMBLY EA 36.7500 8,085.00 220.000 8,085 121 2" GATE VALVE EA 368.0000 1,104.00 5.000 1,840 122 6" GATE VALVE EA 5,250.0000 5,250.00 1.000 5,250 123 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7500 33,368.75 7,160.000 34,010 (F) LINE) 124 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 13,200.00 2,835.000 14,175 (F) LINE) 125 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 14,795.00 2,690.000 14,795 (F) (SUPPLY LINE) 126 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.8000 24,000.40 4,138.000 24,000 (F) (SUPPLY LINE) 127 2" PLASTIC PIPE (SCHEDULE 40) LF 8.4000 21,873.60 2,604.000 21,873 (F) (SUPPLY LINE) 128 6" PLASTIC PIPE (SCHEDULE 40) LF 31.5000 37,642.50 1,255.000 39,532 (F) (SUPPLY LINE) 129 BALL VALVE EA 265.0000 2,120.00 8.000 2,120 130 6" WELDED STEEL PIPE CONDUIT LF 61.0000 7,320.00 120.000 7,320 PROGRAM CAS145 PAGE 6 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLASS 3 AGGREGATE BASE (CY) CY 27.9500 2,417,675.00 88,428.840 2,471,586 132 LEAN CONCRETE BASE CY 104.0000 2,714,400.00 24,320.610 2,529,343 133 LEAN CONCRETE BASE RAPID SETTING CY 344.0000 48,160.00 0.000 0 134 HOT MIX ASPHALT (TYPE A) TON 74.1500 4,923,560.00 72,120.200 5,347,712 135 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000 136 PLACE HOT MIX ASPHALT DIKE LF 4.0000 24,520.00 6,706.000 26,824 137 PLACE HOT MIX ASPHALT SQYD 13.3500 189,570.00 9,793.000 130,736 (MISCELLANEOUS AREA) 138 TACK COAT TON 650.0000 31,200.00 48.200 31,330 139 JOINTED PLAIN CONCRETE PAVEMENT CY 152.0000 8,268,800.00 53,401.940 8,117,094 140 JOINTED PLAIN CONCRETE PAVEMENT CY 381.0000 144,780.00 0.000 0 (RSC) 141 ISOLATION JOINT SEAL (PREFORMED LF 12.0000 70,920.00 0.000 0 COMPRESSION) 142 FURNISH 24" STEEL PIPE PILING LF 73.5000 6,206,487.00 84,442.000 6,206,487 143 DRIVE 24" STEEL PIPE PILE EA 1,260.0000 1,968,120.00 1,565.000 1,971,900 144 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 268.0000 1,584,684.00 5,913.000 1,584,684 145 FURNISH PILING (CLASS 90) LF 40.0000 1,372,560.00 34,314.000 1,372,560 (ALTERNATIVE W) 146 DRIVE PILE (CLASS 90) EA 1,100.0000 735,900.00 669.000 735,900 (ALTERNATIVE W) 147 FURNISH PILING (CLASS 140) LF 47.2500 1,323,047.25 28,001.000 1,323,047 (ALTERNATIVE W) 148 DRIVE PILE (CLASS 140) EA 1,100.0000 523,600.00 476.000 523,600 (ALTERNATIVE W) 149 FURNISH 24" CAST-IN-STEEL SHELL LF 73.5000 689,944.50 11,266.000 828,051 CONCRETE PILING 150 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 2,890.0000 699,380.00 254.000 734,060 PILE 151 36" CAST-IN-DRILLED-HOLE CONCRETE LF 565.0000 8,475.00 15.000 8,475 PILE (SIGN FOUNDATION) 152 60" CAST-IN-DRILLED-HOLE CONCRETE LF 615.0000 147,600.00 240.000 147,600 PILE (SIGN FOUNDATION) 153 PRESTRESSING CAST-IN-PLACE CONCRETE LS 504,000.0000 504,000.00 1.000 504,000 154 STRUCTURAL CONCRETE CY 533.0000 271,297.00 509.000 271,297 (F) 155 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 285.0000 1,984,740.00 6,964.000 1,984,740 (F) 156 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 19,127,210.00 32,497.000 19,173,230 (F) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 427.0000 3,752,049.00 7,790.000 3,326,330 (F) PROGRAM CAS145 PAGE 7 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, APPROACH SLAB CY 643.0000 568,412.00 884.000 568,412 (F) (TYPE N) 159 STRUCTURAL CONCRETE, APPROACH SLAB CY 662.0000 278,040.00 420.000 278,040 (F) (TYPE N MODIFIED) 160 MINOR CONCRETE (MINOR STRUCTURE) CY 1,645.0000 1,238,685.00 765.620 1,259,444 (F) 161 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 3.5000 175,378.00 46,632.000 163,212 (F) 162 ARCHITECTURAL TREATMENT (WALL 8 MOTIF) SQFT 18.0500 16,786.50 930.000 16,786 (F) 163 ARCHITECTURAL TREATMENT (SUNRAY-SPLIT SQFT 41.1500 209,865.00 5,100.000 209,865 (F) SLATE) 164 ARCHITECTURAL TREATMENT (WALL 2 MOTIF) SQFT 18.0500 189,976.25 10,525.000 189,976 (F) 165 FRACTURED RIB TEXTURE SQFT 5.5000 14,300.00 2,600.000 14,300 (F) 166 DRILL AND BOND DOWEL LF 25.2000 59,623.20 2,366.000 59,623 167 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 29.4000 41,101.20 1,398.000 41,101 168 FURNISH PRECAST PRESTRESSED CONCRETE EA 69,300.0000 970,200.00 14.000 970,200 BULB-TEE GIRDER (120'-130') 169 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 60.9000 286,412.70 4,703.000 286,412 SLAB 170 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 62.0000 1,388,800.00 22,400.000 1,388,800 SLAB (TYPE SIII MODIFIED) 171 ERECT PRECAST PRESTRESSED CONCRETE EA 3,465.0000 48,510.00 14.000 48,510 (F) GIRDER 172 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 397.0000 78,606.00 198.000 78,606 (F) UNIT 173 CONCRETE CLOSURE WALL SQFT 44.0000 353,452.00 8,033.000 353,452 (F) 174 PTFE SPHERICAL BEARING EA 2,585.0000 222,310.00 86.000 222,310 175 JOINT SEAL (MR 1/2") LF 26.2500 19,713.75 751.000 19,713 176 JOINT SEAL (MR 1") LF 38.8500 6,915.30 178.000 6,915 177 JOINT SEAL (MR 1 1/2") LF 62.0000 8,370.00 135.000 8,370 178 JOINT SEAL ASSEMBLY (MR 3") LF 212.0000 50,244.00 237.000 50,244 179 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 230.0000 31,050.00 135.000 31,050 180 JOINT SEAL ASSEMBLY (MR 6") LF 1,492.0000 182,024.00 122.000 182,024 181 JOINT SEAL (MR 2") LF 76.0000 10,868.00 143.000 10,868 182 JOINT SEAL (TYPE AL) LF 50.0000 3,650.00 73.000 3,650 183 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,500.0000 196,500.00 131.000 196,500 184 JOINT SEAL ASSEMBLY (MR 9") LF 2,095.0000 282,825.00 135.000 282,825 PROGRAM CAS145 PAGE 8 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL LB 0.7800 94,057.86 120,587.000 94,057 (F) 186 BAR REINFORCING STEEL (BRIDGE) LB 0.9200 10,519,234.00 11,553,834.000 10,629,527 (F) 187 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 1,861,698.20 1,548,981.000 1,781,328 (F) 188 BAR REINFORCING STEEL (EPOXY COATED) LB 0.8000 36,736.00 45,920.000 36,736 (F) (BRIDGE) 189 BAR REINFORCING STEEL (GALVANIZED) LB 2.0000 13,674.00 6,837.000 13,674 (F) 190 HEADED BAR REINFORCEMENT EA 4.5000 21,447.00 4,596.000 20,682 (F) 191 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.1500 109,560.00 26,400.000 109,560 (F) 192 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.7500 19,800.00 26,400.000 19,800 (F) 193 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1000 638,600.00 206,000.000 638,600 (F) 194 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 59,740.00 206,000.000 59,740 (F) 195 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.5000 30,000.00 2,400.000 30,000 196 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 19,680.00 820.000 19,680 197 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.0000 2,304.00 96.000 2,304 198 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 13,860.00 995.700 13,939 (0.063"-UNFRAMED) 199 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,280.00 580.000 9,280 (0.080"-UNFRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 792.00 44.000 792 (0.063"-FRAMED) 201 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 5,735.00 310.000 5,735 (0.080"-FRAMED) 202 METAL (ROADSIDE SIGN) LB 11.0000 86,900.00 7,900.000 86,900 203 METAL (MEDIAN BARRIER MOUNTED SIGN) LB 11.6000 13,108.00 1,130.000 13,108 204 METAL (RAIL MOUNTED SIGN) LB 15.5000 15,810.00 1,020.000 15,810 205 ROADSIDE SIGN - ONE POST EA 375.0000 13,125.00 35.000 13,125 206 ROADSIDE SIGN - TWO POST EA 900.0000 9,000.00 10.000 9,000 207 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 3,200.00 17.000 3,400 METHOD) 208 CONCRETE BACKFILL (PIPE TRENCH) CY 123.0000 41,820.00 414.250 50,952 (F) 209 REINFORCED CONCRETE PIPE (12"-30") LF 104.0000 2,423,200.00 23,203.300 2,413,143 210 36" REINFORCED CONCRETE PIPE LF 128.0000 149,760.00 1,170.000 149,760 211 42" REINFORCED CONCRETE PIPE LF 142.0000 237,140.00 1,670.000 237,140 PROGRAM CAS145 PAGE 9 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 48" REINFORCED CONCRETE PIPE LF 158.0000 47,400.00 300.000 47,400 213 54" REINFORCED CONCRETE PIPE LF 154.0000 35,420.00 230.000 35,420 214 60" REINFORCED CONCRETE PIPE LF 205.0000 49,200.00 240.000 49,200 215 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 216 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 18" SLOTTED CORRUGATED STEEL PIPE LF 59.0000 152,810.00 1,977.900 116,696 (.079" THICK) 219 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 13.5000 11,475.00 850.000 11,475 220 6" NON-PERFORATED PLASTIC PIPE LF 14.1500 8,490.00 615.000 8,702 UNDERDRAIN 221 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 12,800.00 640.000 12,800 222 CLASS 4 PERMEABLE MATERIAL CY 60.6500 16,982.00 280.000 16,982 (F) 223 CLASS 5 PERMEABLE MATERIAL CY 51.5000 13,905.00 270.000 13,905 (F) 224 GRATED LINE DRAIN LF 160.0000 6,720.00 42.000 6,720 225 48" WELDED STEEL PIPE CASING LF 204.0000 38,760.00 190.000 38,760 (0.75" THICK) 226 24" CONCRETE FLARED END SECTION EA 1,290.0000 2,580.00 2.000 2,580 227 42" AUTOMATIC DRAINAGE GATE EA 10,185.0000 10,185.00 1.000 10,185 228 36" PRECAST CONCRETE PIPE MANHOLE LF 424.0000 76,320.00 176.200 74,708 229 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 400.0000 800.00 2.000 800 (F) (CY) 230 CONCRETE (DITCH LINING) CY 550.0000 115,500.00 210.000 115,500 231 CONCRETE (CHANNEL LINING) CY 1,500.0000 1,500.00 1.000 1,500 232 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 1,800.00 6.000 1,800 (F) (FACING, METHOD B) (CY) 233 SLOPE PAVING (CONCRETE) CY 900.0000 21,600.00 24.000 21,600 234 GABION CY 225.0000 9,675.00 43.000 9,675 (F) 235 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 420.00 28.000 420 236 MINOR CONCRETE (CURB) (CY) CY 638.0000 82,940.00 128.100 81,727 237 MINOR CONCRETE (MISCELLANEOUS CY 473.0000 23,177.00 49.000 23,177 CONSTRUCTION) 238 MINOR CONCRETE (CURB AND GUTTER) CY 370.0000 580,900.00 1,560.500 577,385 PROGRAM CAS145 PAGE 10 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MINOR CONCRETE (GUTTER DEPRESSION) CY 470.0000 1,410.00 3.000 1,410 240 MINOR CONCRETE (DRIVEWAY) CY 384.0000 107,520.00 274.900 105,561 241 MINOR CONCRETE (SIDEWALK AND CURB RAMP) CY 407.0000 744,810.00 1,842.300 749,816 242 MISCELLANEOUS IRON AND STEEL LB 1.5000 170,560.50 118,256.000 177,384 (F) 243 MISCELLANEOUS METAL LB 6.3000 102,242.70 16,229.000 102,242 (F) (RESTRAINER - PIPE TYPE) 244 MISCELLANEOUS METAL LB 200.0000 46,000.00 230.000 46,000 (F) 245 MISCELLANEOUS METAL (BRIDGE) LB 16.0000 10,016.00 626.000 10,016 (F) 246 BRIDGE DECK DRAINAGE SYSTEM LB 3.2500 312,780.00 96,240.000 312,780 (F) 247 8" VITRIFIED CLAY SEWER PIPE LF 105.0000 74,550.00 645.000 67,725 248 10" VITRIFIED CLAY SEWER PIPE LF 92.0000 290,720.00 3,160.000 290,720 249 VITRIFIED CLAY SEWER PIPE (15"-24") LF 140.0000 117,600.00 840.000 117,600 250 18" DUCTILE IRON PIPE LF 189.0000 32,130.00 170.000 32,130 251 SEWER MANHOLE FRAME AND COVER EA 730.0000 15,330.00 22.000 16,060 252 CONCRETE SEWER MANHOLE EA 10,130.0000 212,730.00 22.000 222,860 253 ABANDON SEWER PIPE LF 5.0000 20,300.00 4,060.000 20,300 254 ABANDON SEWER MANHOLE EA 1,755.0000 26,325.00 15.000 26,325 255 REMOVE SEWER MANHOLE EA 3,900.0000 19,500.00 5.000 19,500 256 REMOVE SEWER PIPE LF 61.0000 62,220.00 1,020.000 62,220 257 FURNISH AND INSTALL 8" CEMENT LINED LF 137.0000 42,470.00 310.000 42,470 DUCTILE IRON PIPE (CL 52) (DOUBLE CEMENT LINED) 258 FURNISH AND INSTALL 12" CEMENT LINED LF 98.0000 286,160.00 2,920.000 286,160 DUCTILE IRON PIPE (CL 52) (DOUBLE CEMENT LINED) 259 FURNISH AND INSTALL PIPELINE CONNECTIONS EA 6,660.0000 26,640.00 4.000 26,640 260 FURNISH AND INSTALL 16" STEEL CASING LF 226.0000 4,520.00 20.000 4,520 261 FURNISH AND INSTALL 24" STEEL CASING LF 406.0000 194,880.00 480.000 194,880 262 FURNISH AND INSTALL 12" GATE VALVE AND EA 3,655.0000 21,930.00 6.000 21,930 BOX ASSEMBLY 263 FURNISH AND INSTALL FIRE HYDRANT EA 8,620.0000 86,200.00 10.000 86,200 ASSEMBLY 264 FURNISH AND INSTALL AIR VACUUM AND AIR EA 3,195.0000 19,170.00 6.000 19,170 RELEASE VALVE ASSEMBLY PROGRAM CAS145 PAGE 11 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 FURNISH AND INSTALL BLOWOFF VALVE EA 3,950.0000 11,850.00 3.000 11,850 ASSEMBLY 266 FURNISH AND INSTALL COPPER SERVICE EA 1,780.0000 12,460.00 7.000 12,460 ASSEMBLY 267 FURNISH AND INSTALL CONCRETE ENCASEMENT LF 75.0000 1,650.00 22.000 1,650 268 FURNISH AND INSTALL BACKFLOW PREVENTER EA 11,740.0000 23,480.00 2.000 23,480 ASSEMBLY (DOUBLE CHECK TYPE) 269 TRENCHLESS CULVERT LF 64.0000 7,680.00 120.000 7,680 270 TEMPORARY FENCE (TYPE CL-6) LF 14.2000 269,800.00 14,844.000 210,784 271 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 30.4500 50,242.50 2,142.000 65,223 272 7' CHAIN LINK GATE (TYPE CL-6) EA 1,660.0000 13,280.00 8.000 13,280 273 MILEPOST MARKER EA 300.0000 4,800.00 16.000 4,800 274 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 30.4500 71,557.50 2,900.000 88,305 275 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.0000 25,600.00 691.000 44,224 276 CHAIN LINK RAILING (MODIFIED) LF 124.0000 304,792.00 2,458.000 304,792 (F) 277 3' CHAIN LINK RAILING (TYPE 6 MOD) LF 48.3000 416,201.10 9,193.000 444,021 (F) 278 PEDESTRIAN BARRICADE EA 2,085.0000 4,170.00 0.000 0 279 TUBULAR HANDRAILING (MODIFIED) LF 48.3000 292,456.50 5,579.000 269,465 (F) 280 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 158.0000 1,344,106.00 7,926.000 1,252,308 (F) 281 CABLE RAILING LF 28.3500 12,048.75 425.000 12,048 (F) 282 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 7,600.00 2.000 7,600 283 END CAP (TYPE A) EA 190.0000 950.00 0.000 0 284 END CAP (TYPE TC) EA 220.0000 440.00 2.000 440 285 END ANCHOR ASSEMBLY (TYPE SFT) EA 755.0000 3,775.00 6.000 4,530 286 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,960.0000 14,800.00 0.000 0 287 ALTERNATIVE CRASH CUSHION EA 41,160.0000 123,480.00 3.000 123,480 288 CONCRETE BARRIER (TYPE 60C MOD) LF 147.0000 38,220.00 260.000 38,220 289 CONCRETE BARRIER (TYPE 60A) LF 106.0000 11,448.00 108.000 11,448 (F) 290 CONCRETE BARRIER (TYPE 60GA) LF 105.0000 21,210.00 202.000 21,210 291 CONCRETE BARRIER (TYPE 60GE) LF 268.0000 305,520.00 1,140.000 305,520 PROGRAM CAS145 PAGE 12 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60C,D,S,G) LF 82.0000 762,600.00 8,577.550 703,359 293 CONCRETE BARRIER (TYPE 736A) LF 69.3000 132,848.10 1,917.000 132,848 (F) 294 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 73.5000 187,719.00 2,554.000 187,719 (F) 295 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 76.6500 238,918.05 2,836.000 217,379 (F) 296 CONCRETE BARRIER (TYPE 736A MODIFIED B) LF 198.5000 3,970.00 10.000 1,985 (F) 297 CONCRETE BARRIER (TYPE 736B MOD) LF 177.0000 1,712,829.00 9,519.000 1,684,863 (F) 298 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 31,122.00 13,407.000 5,630 299 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 72,660.00 5,092.000 5,346 300 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 6,300.00 0.000 0 (BROKEN 12-3) 301 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 31,437.00 4,284.000 13,494 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 256.20 1,103.000 231 (BROKEN 6-1) 303 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 14,322.00 5,198.000 1,091 (BROKEN 36-12) 304 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 2,709.00 15,300.000 3,213 (BROKEN 17-7) 305 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 3,494.40 0.000 0 (BROKEN 36-12) 306 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 99,200.00 491,197.000 157,183 307 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 5,355.00 2,568.000 8,089 308 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4700 22,785.00 5,073.000 7,457 309 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 38,430.00 14,824.000 46,695 310 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,800.0000 16,800.00 1.000 16,800 SYSTEM ELEMENTS DURING CONSTRUCTION 311 SIGNAL AND LIGHTING LS 525,000.0000 525,000.00 1.000 525,000 312 SIGNAL AND LIGHTING (CITY) LS 325,500.0000 325,500.00 1.000 325,500 313 LIGHTING (TEMPORARY) LS 157,500.0000 157,500.00 1.000 157,500 314 LIGHTING (CITY STREET) LS 997,500.0000 997,500.00 1.000 997,500 315 LIGHTING (UNION PACIFIC RAILROAD) LS 115,500.0000 115,500.00 1.000 115,500 316 LIGHTING (TEMPORARY) (CITY) LS 21,000.0000 21,000.00 1.000 21,000 317 INTERCONNECTION CONDUIT AND CABLE (LS) LS 60,900.0000 60,900.00 1.000 60,900 318 ELECTRIC SERVICE (IRRIGATION) LS 23,100.0000 23,100.00 1.000 23,100 PROGRAM CAS145 PAGE 13 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 6,800.0000 6,800.00 1.000 6,800 320 MODIFY TRAFFIC MONITORING STATION LS 2,600.0000 2,600.00 1.000 2,600 321 TEMPORARY TRAFFIC MONITORING STATION LS 525,000.0000 525,000.00 1.000 525,000 322 TRAFFIC MONITORING STATION LS 115,500.0000 115,500.00 1.000 115,500 323 MODIFY COMMUNICATION SYSTEM LS 1,029,000.0000 1,029,000.00 1.000 1,029,000 324 TEMPORARY WIRELESS CLOSED CIRCUIT LS 99,750.0000 99,750.00 1.000 99,750 TELEVISION SYSTEM 325 WORK AT NORWALK HUB BUILDING LS 3,150.0000 3,150.00 1.000 3,150 326 WORK AT LOS ANGELES REGIONAL LS 7,400.0000 7,400.00 1.000 7,400 TRANSPORTATION MANAGEMENT CENTER 327 MODIFY RAMP METERING SYSTEM LS 15,750.0000 15,750.00 1.000 15,750 328 TEMPORARY RAMP METERING SYSTEM LS 68,250.0000 68,250.00 1.000 68,250 329 RAMP METERING SYSTEM LS 299,250.0000 299,250.00 1.000 299,250 330 MODIFY SIGNAL AND LIGHTING (CITY) LS 36,750.0000 36,750.00 1.000 36,750 331 MODIFY LIGHTING AND SIGN ILLUMINATION LS 787,500.0000 787,500.00 1.000 787,500 332 SYSTEM TESTING AND DOCUMENTATION LS 31,500.0000 31,500.00 1.000 31,500 333 CLASS D FILTER FABRIC SQYD 4.0000 3,760.00 940.000 3,760 334 WATER METER CHARGES LS 29,400.0000 29,400.00 1.000 29,400 335 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 336 66" REINFORCED CONCRETE PIPE LF 242.0000 174,240.00 720.000 174,240 337 72" REINFORCED CONCRETE PIPE LF 317.0000 196,540.00 620.000 196,540 338 84" REINFORCED CONCRETE PIPE LF 302.0000 178,180.00 590.000 178,180 PROGRAM CAS145 PAGE 14 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159U4 TIME 12:34 PM ESTIMATE NO. 083 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/23 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 409.50 129,995,929.16 ADJUSTMENT OF COMPENSATION 1,671,285.69 3,762,248.87 EXTRA WORK 564,354.47 12,603,288.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,236,049.66 146,361,466.56 339 MOBILIZATION LS 8,900,000.0000 8,900,000.00 1.000 8,900,000 ORIGINAL CONTRACT AMOUNT 139,567,930.11 TOTAL WORK COMPLETED 2,236,049.66 155,261,466.56 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,236,049.66 155,261,466.56 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 07/15/16 1330 11/30/16 11/14/16 06/27/23 1364 281 176 0 100% 100% SAKER, GEORGE RESIDENT ENGINEER