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 03/20/24 EST. NO. 020 TIME 03:20 PM R.E. NAME: TOFAEL ANWAR 10-0Q1224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/20/24 EST. NO. 020 TIME 03:20 PM R.E. NAME: TOFAEL ANWAR 10-0Q1224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LDS LATE OPENING LCS -103,280.00 004 LDS LATE OPENING LCS -8,100.00 009 CONCRETE OUT OF SPEC -313.50 011 LATE OPEN LCS -1,700.00 011 LATE OPENING LCS -11,900.00 012 CNCR'T AGG OUT SPEC -38.50 013 LD'S LATE OPEN LCS -5,100.00 013 LATE OPEN LCS -5,100.00 016 PERFORMANCE FAILURE -100,134.39 017 PERFORMANCE FAILURE -77,019.77 018 MISS ANNUAL CEM-4401 -10,000.00 019 REL PERF FAIL 77,019.77 019 REL PERF FAIL 100,134.39 019 RECEIVED CEM-4401 10,000.00 020 10,000.00 -135,532.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 RECD PAYROLLS EST 3 5,000.00 005 MISSING PAYROLL -10,000.00 010 REL. 10K FOR EST.10 10,000.00 011 MISSING PAYROLL -10,000.00 015 MISSING PAYROLLS -10,000.00 019 RECD PAYROLLS EST 15 10,000.00 019 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -145,532.00 PROGRAM CAS145 PAGE 1 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 LOCATION RERUN PROGRESS ESTIMATE 10-MER-99-28.2/R37.3 ----------------------- SECURITY PAVING COMPANY INC IN MERCED COUNTY IN LIVINGSTON ON 3075 TOWNSGATE ROAD, SUITE 20 STATE ROUTE 99 FROM 0.8 MILE SOUTH WESTLAKE VILLAGE CA 91361 OF HAMMATT AVENUE TO MERCED/STANISLAUS COUNTY LINE. FED. AID NO. ACNH-P099(672)E LANE WIDENING FROM 2 TO 3 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,900.0000 2,900.00 0.750 2,175 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 690,000.00 250.000 750,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 58,599.7000 58,599.70 0.961 56,314 007 CONSTRUCTION AREA SIGNS LS 69,342.9700 69,342.97 0.832 57,693 008 TRAFFIC CONTROL SYSTEM LS 366,600.0000 366,600.00 0.961 352,302 009 TRAFFIC CONTROL SUPERVISOR DAY 1,200.0000 134,400.00 0.000 0 010 FLASHING ARROW SIGN EA 527.9300 1,583.79 3.000 1,583 011 TYPE III BARRICADE EA 87.0800 2,177.00 25.000 2,177 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.4500 794.30 24.000 202 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 34,000.00 135,516.000 33,879 014 CHANNELIZER (SURFACE MOUNTED) EA 33.6500 6,730.00 33.000 1,110 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 79.1800 6,492.76 35.000 2,771 SYSTEM DAY 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,466.2400 14,466.24 0.961 13,902 017 TEMPORARY RAILING (TYPE K) LF 12.0000 567,600.00 44,970.000 539,640 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,027.7100 24,166.26 1.000 4,027 019 TEMPORARY CRASH CUSHION MODULE EA 442.0300 79,565.40 133.000 58,789 020 TEMPORARY TRAFFIC SCREEN LF 7.5100 355,223.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 9,106.7100 27,320.13 1.000 9,106 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 43,800.9000 43,800.90 0.961 42,092 PROGRAM CAS145 PAGE 2 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 3,167.5500 3,167.55 0.500 1,583 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 3.000 1,500.00 21.000 10,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 190.0600 8,742.76 29.000 5,511 026 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 027 TEMPORARY HYDRAULIC MULCH SQYD 0.7900 46,057.00 0.000 0 (BONDED FIBER MATRIX) 028 TEMPORARY DRAINAGE INLET PROTECTION EA 300.8500 22,563.75 75.000 22,563 029 TEMPORARY FIBER ROLL LF 3.2900 4,277.00 200.000 658 030 TEMPORARY SILT FENCE LF 2.1300 2,769.00 153.000 325 031 TEMPORARY STRAW BALE BARRIER LF 6.5600 8,528.00 477.000 3,129 032 TEMPORARY CONSTRUCTION ENTRANCE EA 3,634.2300 18,171.15 0.000 0 033 STREET SWEEPING LS 177,382.8600 177,382.86 0.961 170,464 034 TEMPORARY CONCRETE WASHOUT LS 95,026.5300 95,026.53 0.964 91,605 035 ASBESTOS COMPLIANCE PLAN LS 3,695.4800 3,695.48 0.500 1,847 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 24,660.00 40,610.000 24,366 STRIPE (HAZARDOUS WASTE) 037 TREATED WOOD WASTE LB 0.2200 31,460.00 140,280.000 30,861 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 33,787.2100 33,787.21 0.957 32,334 039 NATURAL RESOURCE PROTECTION PLAN LS 1,583.7800 1,583.78 1.000 1,583 040 REMOVE CONCRETE (CY) CY 44.2400 16,811.20 339.150 15,004 041 TEMPORARY HIGH-VISIBILITY FENCE LF 4.1400 6,334.20 1,453.000 6,015 042 CLEARING AND GRUBBING (LS) LS 6,149.2700 6,149.27 0.961 5,909 043 ROADWAY EXCAVATION CY 20.1300 1,252,086.00 58,652.940 1,180,683 044 STRUCTURE EXCAVATION (BRIDGE) CY 173.4200 38,152.40 220.000 38,152 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 170.2700 28,094.55 165.000 28,094 (F) 046 PERVIOUS BACKFILL MATERIAL CY 138.0700 1,794.91 13.000 1,794 (F) 047 WOOD MULCH CY 39.7700 102,208.90 936.000 37,224.72 1,847.000 73,455 048 CHECK AND TEST EXISTING IRRIGATION LS 15,342.7900 15,342.79 1.000 15,342 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 7,561.3000 7,561.30 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTROL AND NEUTRAL CONDUCTORS LS 5,055.1000 5,055.10 0.000 0 (ARMOR-CLAD) 051 3" GATE VALVE EA 1,011.0200 4,044.08 4.000 4,044 052 3" PLASTIC PIPE (CLASS 315) LF 15.7300 13,842.40 880.000 13,842 (F) (SUPPLY LINE) 053 8" WELDED STEEL PIPE CONDUIT LF 324.6500 256,473.50 582.000 188,946 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,011.0200 4,044.08 0.000 0 055 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 135,000.00 0.000 0 056 COMPOST (CY) CY 35.9500 72,259.50 0.000 0 057 INCORPORATE MATERIALS SQFT 0.0600 40,500.00 0.000 0 058 CLASS 2 AGGREGATE SUBBASE CY 53.2600 1,214,328.00 21,626.200 1,151,811 059 HOT MIX ASPHALT (TYPE A) TON 102.7500 2,938,650.00 23,376.350 2,401,919 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0100 12,401.70 6,170.000 12,401 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0100 1,045.20 535.000 1,075 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0100 5,326.50 2,008.000 4,036 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0100 5,185.80 2,580.000 5,185 064 TACK COAT TON 686.3100 18,530.37 22.730 15,599 065 REMOVE ASPHALT CONCRETE DIKE LF 3.2600 36,838.00 10,598.000 34,549 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3800 90,440.00 39,125.500 93,118 067 CONTINUOUSLY REINFORCED CONCRETE CY 268.8200 8,387,184.00 30,718.040 8,257,623 PAVEMENT 068 ABRASIVE BLASTING SQFT 1.1600 19,024.00 15,964.000 18,518 069 FURNISH POLYESTER CONCRETE INLAY CF 96.3900 158,079.60 1,810.300 174,494 070 PLACE POLYESTER CONCRETE INLAY SQFT 10.4500 171,380.00 15,964.000 166,823 071 ISOLATION JOINT SEAL (PREFORMED LF 10.6700 402,259.00 37,693.000 402,184 COMPRESSION) 072 GRIND EXISTING CONCRETE SQYD 6.4200 111,066.00 9,511.800 61,065 PAVEMENT 073 JACKING SUPERSTRUCTURE LS 47,513.2700 47,513.27 1.000 47,513 074 FURNISH PILING (CLASS 140) LF 111.0400 239,402.24 2,156.000 239,402 (ALTERNATIVE W) 075 DRIVE PILE (CLASS 140) EA 1,844.4000 66,398.40 36.000 66,398 (ALTERNATIVE W) 076 16" CAST-IN-DRILLED-HOLE CONCRETE LF 119.6400 637,681.20 5,376.000 643,184 PILING (SOUND WALL) PROGRAM CAS145 PAGE 4 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRESTRESSING CAST-IN-PLACE CONCRETE LS 166,138.0600 166,138.06 1.000 166,138 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 775.3400 34,114.96 44.000 34,114 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 1,133.4700 255,030.75 220.620 250,066 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 2,354.9100 235,491.00 97.150 228,779 (F) (POLYMER FIBER) 081 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,680.9100 5,042.73 3.000 5,042 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,060.1800 124,041.06 117.000 124,041 (F) (TYPE N) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,806.3000 122,513.40 17.650 120,131 084 MINOR CONCRETE (BACKFILL) CY 292.0100 116,804.00 392.800 114,701 085 DRILL AND BOND DOWEL LF 50.2000 6,526.00 132.000 6,626 086 CLEAN EXPANSION JOINT LF 14.7500 3,082.75 209.000 3,082 087 JOINT SEAL (MR 1") LF 40.1800 4,540.34 113.000 4,540 088 JOINT SEAL (MR 1 1/2") LF 53.5700 6,321.26 118.000 6,321 089 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 687.2500 26,115.50 38.000 26,115 090 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 140,778.00 86,900.000 140,778 (F) 091 SOUND WALL (MASONRY BLOCK) SQFT 35.0100 623,178.00 4,435.000 155,269.35 16,994.000 594,959 (F) 092 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,801.9400 72,801.94 1.000 72,801 093 BRIDGE REMOVAL (PORTION), LOCATION B LS 69,665.0100 69,665.01 1.000 69,665 094 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,818.0200 12,818.02 1.000 12,818 095 CONCRETE BACKFILL (PIPE TRENCH) CY 175.3900 18,065.17 103.000 18,065 (F) 096 18" REINFORCED CONCRETE PIPE LF 184.8600 59,155.20 314.000 58,046 097 8" PERFORATED STEEL PIPE UNDERDRAIN LF 105.5800 6,018.06 61.000 6,440 (.064" THICK) 098 18" CONCRETE FLARED END SECTION EA 2,977.5000 5,955.00 1.000 2,977 099 INLET DEPRESSION EA 3,764.3300 52,700.62 12.000 45,171 100 REMOVE CULVERT (LF) LF 51.3200 1,026.40 0.000 0 101 REMOVE INLET EA 1,090.3400 3,271.02 3.000 3,271 102 ADJUST INLET EA 5,454.5700 27,272.85 0.000 0 103 SLOPE PAVING (CONCRETE) CY 939.2700 42,267.15 43.000 40,388 PROGRAM CAS145 PAGE 5 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION CY 358.3300 2,866.64 4.000 1,433 (300 LB, CLASS IV, METHOD B) (CY) 105 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.8500 105.45 26.900 49 106 MISCELLANEOUS IRON AND STEEL LB 3.1700 10,334.20 2,934.000 9,300 (F) 107 MISCELLANEOUS METAL (BRIDGE) LB 21.1200 359.04 0.000 0 (F) 108 CHAIN LINK FENCE (TYPE CL-6) LF 114.4200 14,874.60 0.000 0 109 12' CHAIN LINK GATE (TYPE CL-6) EA 1,900.5300 1,900.53 0.000 0 110 REMOVE FENCE LF 9.5000 1,235.00 0.000 0 111 REMOVE PAVEMENT MARKER EA 1.0600 4,229.40 2,311.000 2,449 112 DELINEATOR (CLASS 1) EA 68.6300 6,588.48 0.000 0 113 GUARD RAILING DELINEATOR EA 20.0600 5,817.40 250.000 5,015 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1700 15,786.60 297.000 941.49 4,833.000 15,320 115 OBJECT MARKER (TYPE L) EA 54.9100 1,098.20 18.000 988 116 OBJECT MARKER (TYPE P) EA 90.8000 1,997.60 22.000 1,997 117 REMOVE ROADSIDE SIGN EA 105.5800 422.32 2.000 211 118 RELOCATE ROADSIDE SIGN-ONE POST EA 263.9600 263.96 0.000 0 119 ROADSIDE SIGN - ONE POST EA 596.5500 1,193.10 0.000 0 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.4100 174,374.40 3,712.500 168,584 121 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 79.1800 7,918.00 62.500 4,948 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.5800 636,090.00 1,719.500 104,167.31 8,940.500 541,615 123 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 81.3000 139,836.00 1,737.500 141,258 124 TRANSITION RAILING (TYPE DTB) EA 5,490.4200 16,471.26 3.000 16,471 125 TRANSITION RAILING (TYPE WB-31) EA 5,490.4200 38,432.94 5.000 27,452 126 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,135.0400 11,350.40 9.000 10,215 127 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,038.6300 52,502.19 13.000 52,502 128 CONCRETE BARRIER (TYPE 836SV) LF 165.4000 353,956.00 2,029.000 335,596 129 CONCRETE BARRIER (TYPE 836) LF 125.7400 40,111.06 303.000 38,099 (F) 130 CONCRETE BARRIER TRANSITION LF 116.1400 4,645.60 36.000 4,181 (F) PROGRAM CAS145 PAGE 6 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE GUARDRAIL LF 8.4500 33,884.50 3,679.500 31,091 132 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 43.2900 312,553.80 7,112.500 307,900 133 THERMOPLASTIC PAVEMENT MARKING SQFT 10.5600 3,168.00 300.000 3,168.00 300.000 3,168 (ENHANCED WET NIGHT VISIBILITY) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 1,248.00 790.000 505.60 1,510.000 966 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 27,914.00 11,844.000 4,026.96 82,100.000 27,914 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 136 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0300 83,739.00 9,132.000 9,405.96 81,300.000 83,739 (ENHANCED WET NIGHT VISIBILITY) 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.3800 737.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7400 1,722.60 735.000 1,278.90 735.000 1,278 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 139 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.6400 18,664.80 3,005.000 7,933 (ENHANCED WET NIGHT VISIBILITY) 140 REMOVE PAINTED TRAFFIC STRIPE LF 0.1600 21,760.00 15,925.000 2,548.00 135,747.000 21,719 141 REMOVE PAINTED PAVEMENT MARKING SQFT 10.5600 992.64 0.000 0 142 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 35,784.00 51,860.000 32,671 143 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.5600 1,372.80 0.000 0 144 12" RUMBLE STRIP STA 28.8600 6,060.60 199.970 5,771 (ASPHALT CONCRETE PAVEMENT) 145 12" RUMBLE STRIP STA 59.0200 28,329.60 472.960 27,914 (CONCRETE PAVEMENT) 146 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.7100 17,963.50 0.000 0 147 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.8600 6,026.40 0.000 0 (BROKEN 36-12) 148 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,722.1000 1,722.10 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 149 MODIFYING LIGHTING SYSTEMS LS 50,514.8300 50,514.83 0.100 5,051 150 MODIFYING TRAFFIC MONITORING STATIONS LS 342,123.1900 342,123.19 0.000 0 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 PRIME COAT TON 881.0200 51,980.18 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 03:20 PM ESTIMATE NO. 020 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 03/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 320,036.29 21,809,693.60 ADJUSTMENT OF COMPENSATION 0.00 2,872.21 EXTRA WORK 0.00 51,251.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,036.29 21,863,817.30 153 MOBILIZATION LS 1,850,000.0600 1,850,000.06 1.000 1,850,000 ORIGINAL CONTRACT AMOUNT 26,296,679.00 TOTAL WORK COMPLETED 320,036.29 23,713,817.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -145,532.00 TOTAL 330,036.29 23,568,285.36 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 04/26/22 230 08/02/22 08/02/22 04/30/24 250 184 23 0 90% 99% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/02/23. TOFAEL ANWAR RESIDENT ENGINEER