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 03/19/25 EST. NO. 021 TIME 11:42 AM R.E. NAME: KHAN, ARIF 04-3G6304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0047 28,875.00 E.W. @ F.A.(+) 041823 N 0161.1 28,875.00 TOTAL THIS ESTIMATE 2,558,294.36 TOTAL PREVIOUS ESTIMATE 2,587,169.36 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 03/19/25 EST. NO. 021 TIME 11:42 AM R.E. NAME: KHAN, ARIF 04-3G6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 164 -1,334.66 001 OVERBID ITEM NO. 164 -667.33 002 OVERBID ITEM NO. 164 -533.87 004 OVERBID ITEM NO. 164 -133.47 007 0.00 -2,669.33 TOTAL DEDUCTIONS 0.00 -2,669.33 PROGRAM CAS145 PAGE 1 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 LOCATION PROGRESS ESTIMATE 04-SCL-9-4.9 ----------------- MYERS & SONS CONSTRUCTION, LLC SANTA CLARA COUNTY NEAR SARATOGA AT 45 MORRISON AVE SARATOGA CREEK SACRAMENTO CA 95838 FED. AID NO. N O N E CIDH PILING, STRUCTURAL STEEL, BRIDGE RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,685.2200 1,685.22 1.000 1,685 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 25,072.1300 25,072.13 1.000 25,072 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,331.0200 1,107,928.50 227.000 1,437,141 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 6.000 36,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 18.000 3,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 7,548.0000 7,548.00 1.000 7,548 007 CONSTRUCTION AREA SIGNS LS 9,435.0000 9,435.00 1.000 9,435 008 TRAFFIC CONTROL SYSTEM LS 238,495.7500 238,495.75 1.000 238,495 009 TYPE III BARRICADE EA 293.2300 586.46 2.000 586 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4900 134.70 30.000 134 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.4900 3,681.80 1,576.000 7,076 012 PLASTIC TRAFFIC DRUMS EA 61.0500 1,404.15 43.000 2,625 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.1300 15,039.00 300.000 15,039 SYSTEM DAY 014 TEMPORARY BARRIER SYSTEM LF 90.7800 54,468.00 600.000 54,468 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,297.7600 391,146.24 24.000 391,146 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,995.0000 29,970.00 6.000 29,970 (TL2) 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 5,550.0000 16,650.00 3.000 16,650 SYSTEM 018 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 88.8000 15,984.00 180.000 15,984 019 JOB SITE MANAGEMENT LS 47,895.6000 47,895.60 1.000 47,895 020 PREPARE STORM WATER POLLUTION PREVENTION LS 3,174.6000 3,174.60 1.000 3,174 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 8.000 4,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 288.6000 2,308.80 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 024 TEMPORARY COVER SQYD 8.3300 1,249.50 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 244.2000 976.80 4.000 976 026 TEMPORARY FIBER ROLL LF 4.9000 3,626.00 900.000 4,410 027 STREET SWEEPING LS 42,624.0000 42,624.00 1.000 42,624 028 TEMPORARY CONCRETE WASHOUT LS 6,864.1800 6,864.18 1.000 6,864 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 144.3000 3,174.60 22.000 3,174 030 WATER QUALITY MONITORING REPORT EA 577.2000 2,886.00 2.000 1,154 031 WATER QUALITY ANNUAL REPORT EA 577.2000 577.20 1.000 577 032 TEMPORARY CREEK DIVERSION SYSTEMS LS 116,317.1800 116,317.18 1.000 116,317 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 13.4800 20,489.60 1,520.000 20,489 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 1.1100 9,634.80 8,680.000 9,634 035 NOISE MONITORING LS 12,113.4300 12,113.43 1.000 12,113 036 TEMPORARY HIGH-VISIBILITY FENCE LF 3.3700 2,931.90 870.000 2,931 037 TEMPORARY CONSTRUCTION MAT (LS) LS 15,054.2400 15,054.24 1.000 15,054 038 CLEARING AND GRUBBING (LS) LS 69,975.5800 69,975.58 1.000 69,975 039 ROADWAY EXCAVATION CY 77.6700 67,572.90 522.000 40,543 040 TRENCH EXCAVATION CY 107.9900 1,943.82 24.000 2,591 041 STRUCTURE EXCAVATION (BRIDGE) CY 105.7300 71,896.40 680.000 71,896 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 240.6200 16,843.40 70.000 16,843 (F) 043 DITCH EXCAVATION CY 224.2700 12,559.12 56.000 12,559 044 IMPORTED BORROW (CY) CY 247.3100 12,612.81 185.500 45,876 045 ROADSIDE CLEARING LS 110,778.0000 110,778.00 1.000 110,778 046 SOIL AMENDMENT CY 476.5100 2,382.55 5.000 2,382 047 PACKET FERTILIZER EA 0.9000 153.00 170.000 153 048 PLANT (GROUP I) EA 67.2700 4,910.71 73.000 4,910 049 PLANT (GROUP A) EA 28.0300 2,522.70 90.000 2,522 PROGRAM CAS145 PAGE 3 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 128,939.4000 128,939.40 0.160 20,630.30 0.160 20,630 051 WOOD MULCH CY 297.1200 2,674.08 9.000 2,674 052 FOLIAGE PROTECTOR EA 128.9400 15,472.80 120.000 15,472 053 1 1/2" WYE STRAINER ASSEMBLY EA 2,647.3500 2,647.35 1.000 2,647 054 2" GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 91.6300 23,823.80 260.000 23,823 (F) BRIDGE) 055 RISER SPRINKLER ASSEMBLY EA 44.8500 7,624.50 170.000 7,624 056 CAM COUPLER ASSEMBLY EA 1,379.0900 1,379.09 1.000 1,379 057 3/4" GATE VALVE EA 943.5000 943.50 1.000 943 058 1 1/2" GATE VALVE EA 1,110.0000 6,660.00 6.000 6,660 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.3300 20,221.20 1,640.000 20,221 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.4500 914.60 68.000 914 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.7000 2,198.00 140.000 2,198 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 33.6400 19,343.00 575.000 19,343 (F) LINE) 063 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 50.4500 4,036.00 80.000 4,036 (F) LINE) 064 PRESSURE REGULATING VALVE EA 2,601.2100 2,601.21 1.000 2,601 065 QUICK COUPLING VALVE EA 773.6400 773.64 1.000 773 066 CHECK VALVE EA 162.5800 4,877.40 30.000 4,877 067 BALL VALVE EA 504.5400 1,009.08 2.000 1,009 068 PVC PIPE CONDUIT (SLEEVE) LF 134.5500 2,691.00 0.000 0 (F) 069 8" WELDED STEEL PIPE CONDUIT LF 325.1500 10,729.95 0.000 0 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,665.0000 6,660.00 4.000 6,660 071 IMPORTED TOPSOIL (CY) CY 241.6500 7,974.45 33.000 7,974 072 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.8300 4,075.20 1,440.000 4,075 073 HYDROMULCH SQFT 0.1400 6,510.00 30,282.000 4,239 074 FIBER ROLLS LF 18.5900 26,769.60 1,440.000 26,769 075 HYDROSEED SQFT 0.4700 19,223.00 30,282.000 14,232 076 COMPOST (CY) CY 232.1400 176,426.40 228.000 52,927 PROGRAM CAS145 PAGE 4 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 87.8100 48,295.50 320.000 28,099 078 HOT MIX ASPHALT (TYPE A) TON 305.2500 152,625.00 552.000 168,498 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 638.2500 70,207.50 106.000 67,654 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 17.7600 1,101.12 62.000 1,101 081 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.7600 3,907.20 235.000 4,173 082 TACK COAT TON 1.1100 4.44 4.000 4 083 REMOVE ASPHALT CONCRETE DIKE LF 11.1000 1,998.00 180.000 1,998 084 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.8700 14,907.30 793.000 14,963 085 TEMPORARY RETAINING WALL SQFT 55.5000 14,985.00 270.000 14,985 086 TEMPORARY BRIDGE LS 2,237,090.7800 2,237,090.78 1.000 2,237,090 087 24" PERMANENT STEEL CASING LF 1,914.7500 277,638.75 145.000 277,638 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,392.3300 303,527.94 218.000 303,527 089 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,658.1700 559,700.01 153.000 559,700 090 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,338.6300 210,333.69 63.000 210,333 (CORE CONCRETE) 091 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,241.6600 77,799.84 24.000 77,799 (CORE CONCRETE) 092 PRESTRESSING LS 51,445.9900 51,445.99 1.000 51,445 093 STRUCTURAL CONCRETE, BRIDGE CY 1,815.6300 141,619.14 78.000 141,619 (F) 094 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,560.6900 156,069.00 100.000 156,069 (F) N MODIFIED) 095 NON-SHRINK GROUT CF 285.7800 182,899.20 640.000 182,899 (F) 096 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,364.0209 18,765.29 4.300 18,765 (F) 097 FURNISH FULL-DEPTH PRECAST PRESTRESSED SQFT 98.8500 413,687.25 4,185.000 413,687 CONCRETE DECK PANEL 098 ERECT FULL-DEPTH PRECAST PRESTRESSED EA 4,090.5500 69,539.35 17.000 69,539 CONCRETE DECK PANEL 099 JOINT SEAL (MR 1/2") LF 55.4600 3,882.20 70.000 3,882 100 BAR REINFORCING STEEL (BRIDGE) LB 2.8300 96,220.00 34,000.000 96,220 (F) 101 FURNISH STRUCTURAL STEEL (BRIDGE) LB 4.2600 771,060.00 181,000.000 771,060 (F) 102 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.3800 249,780.00 181,000.000 249,780 (F) 103 PUBLIC SAFETY PLAN LS 4,239.7000 4,239.70 1.000 4,239 PROGRAM CAS145 PAGE 5 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.9700 5,480.50 5,650.000 5,480 105 FURNISH POLYESTER CONCRETE OVERLAY CF 100.1600 47,075.20 470.000 47,075 106 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.5400 25,651.00 5,650.000 25,651 (F) 107 BRIDGE REMOVAL (PORTION) LS 67,055.7000 67,055.70 1.000 67,055 108 REPAIR EXISTING MORTAR JOINTS LF 411.0200 20,551.00 50.000 20,551 109 BRIDGE MONITORING LS 99,315.0300 99,315.03 1.000 99,315 110 12" ALTERNATIVE PIPE CULVERT LF 469.4400 2,816.64 6.000 2,816 111 18" ALTERNATIVE PIPE CULVERT LF 462.8200 12,958.96 28.000 12,958 112 BIORETENTION CY 376.4600 20,705.30 55.000 20,705 113 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 38.8500 2,719.50 70.000 2,719 114 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.8100 19,736.30 230.000 19,736 (.109" THICK) 115 18" DOWNDRAIN SLIP JOINT EA 1,258.1700 1,258.17 1.000 1,258 116 ANCHOR ASSEMBLY EA 566.2300 6,794.76 12.000 6,794 117 WELDED STEEL PIPE CASING (BRIDGE) LF 323.9100 16,195.50 50.000 16,195 118 12" ALTERNATIVE FLARED END SECTION EA 1,332.0000 1,332.00 1.000 1,332 119 REMOVE CULVERT (LF) LF 112.3300 6,515.14 58.000 6,515 120 REMOVE DOWNDRAIN (EA) EA 1,205.7300 2,411.46 2.000 2,411 121 REMOVE INLET EA 2,503.7500 7,511.25 3.000 7,511 122 SAND BACKFILL CY 55.4600 665.52 12.000 665 123 GRAVEL FILTER CY 555.0000 14,430.00 26.000 14,430 124 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 235.1100 39,968.70 244.000 57,366 METHOD B) (CY) 125 MINOR CONCRETE (MISCELLANEOUS CY 1,000.4800 1,000.48 3.000 3,001 CONSTRUCTION) 126 MISCELLANEOUS IRON AND STEEL LB 2.2800 2,973.12 1,304.000 2,973 (F) 127 ISOLATION CASING LB 2.2200 42,180.00 19,000.000 42,180 (F) 128 MISCELLANEOUS METAL (BRIDGE) LB 14.3900 18,994.80 1,320.000 18,994 (F) 129 STAIN GALVANIZED SURFACES (LS) LS 40,831.3500 40,831.35 1.000 40,831 130 RESET MAILBOX EA 444.0000 888.00 2.000 888 PROGRAM CAS145 PAGE 6 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TEMPORARY FENCE (TYPE CL-6) LF 74.3700 3,941.61 106.000 7,883 132 TEMPORARY GATE (TYPE CL-6) EA 5,100.4500 5,100.45 1.000 5,100 133 TEMPORARY FENCE (TYPE FROG) LF 55.9100 4,472.80 500.000 27,955 134 RECONSTRUCT CHAIN LINK FENCE LF 172.5300 7,936.38 81.000 13,974 135 REMOVE PAVEMENT MARKER EA 2.2500 337.50 150.000 337 136 GUARD RAILING DELINEATOR EA 49.9500 1,398.60 28.000 1,398 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.7400 404.40 69.000 465 138 OBJECT MARKER (TYPE P) EA 211.9900 211.99 1.000 211 139 OBJECT MARKER (TYPE L-1) EA 121.1300 363.39 3.000 363 140 REMOVE ROADSIDE SIGN (WOOD POST) EA 111.0000 777.00 7.000 777 141 RESET ROADSIDE SIGN EA 277.5000 832.50 3.000 832 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.6400 1,065.60 70.000 1,864 (0.063"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.9600 2,797.20 70.000 2,797 (0.063"-FRAMED) 144 ROADSIDE SIGN - ONE POST EA 333.0000 1,998.00 6.000 1,998 145 ROADSIDE SIGN - TWO POST EA 555.0000 1,110.00 2.000 1,110 146 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 61.0500 29,914.50 503.000 30,708 147 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 86.5800 2,164.50 25.000 2,164 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.6800 30,204.00 200.000 20,136 149 TRANSITION RAILING (TYPE WB-31) EA 6,660.0000 19,980.00 3.000 19,980 150 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,788.6500 5,788.65 1.000 5,788 151 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,605.5000 5,605.50 1.000 5,605 (TL-2) 152 CALIFORNIA ST-75 BRIDGE RAIL LF 1,179.0200 424,447.20 360.000 424,447 (F) 153 CALIFORNIA ST-75B BRIDGE RAIL LF 1,416.8100 34,003.44 24.000 34,003 (F) 154 REMOVE GUARDRAIL LF 22.2000 13,542.00 610.000 13,542 155 SALVAGE METAL BRIDGE RAILING LF 31.2100 11,360.44 364.000 11,360 156 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.2300 808.56 72.000 808 WET NIGHT VISIBILITY) 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.6200 12,645.00 2,250.000 12,645 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 8" THERMOPLASTIC TRAFFIC STRIPE LF 8.9900 557.38 62.000 557 (ENHANCED WET NIGHT VISIBILITY) 159 REMOVE PAVEMENT MARKING SQFT 6.7400 485.28 72.000 485 160 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.4900 898.00 200.000 898 161 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 10.1100 3,942.90 390.000 3,942 162 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.4800 5,257.20 410.000 5,526 (WARRANTY) 163 TEMPORARY SIGNAL SYSTEMS LS 294,489.7900 294,489.79 1.000 294,489 PROGRAM CAS145 PAGE 8 DATE 03/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 11:42 AM ESTIMATE NO. 021 BID OPENING 07/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 03/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,630.30 10,848,141.28 ADJUSTMENT OF COMPENSATION 0.00 1,557,042.44 EXTRA WORK 28,875.00 1,030,126.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 49,505.30 13,435,310.64 164 MOBILIZATION LS 1,195,261.8000 1,195,261.80 1.000 1,195,261 ORIGINAL CONTRACT AMOUNT 11,925,924.75 TOTAL WORK COMPLETED 49,505.30 14,630,572.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -2,669.33 TOTAL 49,505.30 14,627,903.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 164 MOBILIZATION 1,192,592.47 1,195,261.80 2,669.33 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 11/23/22 825 05/15/23 05/15/23 12/30/25 227 210 0 0 97% 28% PROGRESS IS SATISFACTORY KHAN, ARIF RESIDENT ENGINEER