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 12/19/23 EST. NO. 009 TIME 05:23 PM 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 --------------------------------------------------------------------------- 008 0001 458,000.00 A.C. @ L.S.(+) 110723 N 040 0 011 0004 16,500.00 E.W. @ F.A.(+) 103123 N 0033.0 474,500.00 TOTAL THIS ESTIMATE 252,799.65 TOTAL PREVIOUS ESTIMATE 727,299.65 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 12/19/23 EST. NO. 009 TIME 05:23 PM 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 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 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 0.030 752.16 0.964 24,169 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,331.0200 1,107,928.50 22.000 139,282.44 156.000 987,639 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 14.000 2,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 7,548.0000 7,548.00 0.180 1,358.64 0.950 7,170 007 CONSTRUCTION AREA SIGNS LS 9,435.0000 9,435.00 0.700 6,604 008 TRAFFIC CONTROL SYSTEM LS 238,495.7500 238,495.75 0.079 18,841.16 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 20.000 1,221.00 43.000 2,625 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.1300 15,039.00 24.000 1,203.12 300.000 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 4.000 65,191.04 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 1.000 5,550.00 3.000 16,650 SYSTEM 018 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 88.8000 15,984.00 22.000 1,953.60 161.000 14,296 019 JOB SITE MANAGEMENT LS 47,895.6000 47,895.60 0.100 4,789.56 0.941 45,069 020 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 3.000 1,500.00 5.000 2,500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 288.6000 2,308.80 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.130 5,541.12 0.921 39,256 028 TEMPORARY CONCRETE WASHOUT LS 6,864.1800 6,864.18 0.200 1,372.84 0.950 6,520 029 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 1.000 577.20 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 1,274.000 17,173 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 1.1100 9,634.80 4,340.000 4,817 035 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 67,572.90 292.000 22,679 040 TRENCH EXCAVATION CY 107.9900 1,943.82 0.000 0 041 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 0.000 0 044 IMPORTED BORROW (CY) CY 247.3100 12,612.81 0.000 0 045 ROADSIDE CLEARING LS 110,778.0000 110,778.00 1.000 110,778 046 SOIL AMENDMENT CY 476.5100 2,382.55 0.000 0 047 PACKET FERTILIZER EA 0.9000 153.00 0.000 0 048 PLANT (GROUP I) EA 67.2700 4,910.71 0.000 0 049 PLANT (GROUP A) EA 28.0300 2,522.70 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 WOOD MULCH CY 297.1200 2,674.08 0.000 0 052 FOLIAGE PROTECTOR EA 128.9400 15,472.80 0.000 0 053 1 1/2" WYE STRAINER ASSEMBLY EA 2,647.3500 2,647.35 0.000 0 054 2" GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 91.6300 23,823.80 180.000 16,493.40 180.000 16,493 (F) BRIDGE) 055 RISER SPRINKLER ASSEMBLY EA 44.8500 7,624.50 0.000 0 056 CAM COUPLER ASSEMBLY EA 1,379.0900 1,379.09 0.000 0 057 3/4" GATE VALVE EA 943.5000 943.50 0.000 0 058 1 1/2" GATE VALVE EA 1,110.0000 6,660.00 0.000 0 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.3300 20,221.20 0.000 0 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.4500 914.60 0.000 0 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.7000 2,198.00 0.000 0 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 33.6400 19,343.00 0.000 0 (F) LINE) 063 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 50.4500 4,036.00 0.000 0 (F) LINE) 064 PRESSURE REGULATING VALVE EA 2,601.2100 2,601.21 0.000 0 065 QUICK COUPLING VALVE EA 773.6400 773.64 0.000 0 066 CHECK VALVE EA 162.5800 4,877.40 0.000 0 067 BALL VALVE EA 504.5400 1,009.08 0.000 0 068 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 0.000 0 071 IMPORTED TOPSOIL (CY) CY 241.6500 7,974.45 33.000 7,974 072 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.8300 4,075.20 593.000 1,678 073 HYDROMULCH SQFT 0.1400 6,510.00 593.000 83 074 FIBER ROLLS LF 18.5900 26,769.60 0.000 0 075 HYDROSEED SQFT 0.4700 19,223.00 593.000 278 076 COMPOST (CY) CY 232.1400 176,426.40 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,295.50 100.000 8,781 078 HOT MIX ASPHALT (TYPE A) TON 305.2500 152,625.00 108.000 32,967 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 638.2500 70,207.50 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 17.7600 1,101.12 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.7600 3,907.20 0.000 0 082 TACK COAT TON 1.1100 4.44 1.000 1 083 REMOVE ASPHALT CONCRETE DIKE LF 11.1000 1,998.00 0.000 0 084 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.8700 14,907.30 70.000 1,320 085 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 0.100 223,709.08 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 50.000 78,034.50 100.000 156,069 (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 0.860 3,753.06 0.860 3,753 (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 0.000 0 100 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 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 FURNISH POLYESTER CONCRETE OVERLAY CF 100.1600 47,075.20 0.000 0 106 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.5400 25,651.00 0.000 0 (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 25.000 10,275.50 50.000 20,551 109 BRIDGE MONITORING LS 99,315.0300 99,315.03 0.100 9,931.50 1.000 99,315 110 12" ALTERNATIVE PIPE CULVERT LF 469.4400 2,816.64 0.000 0 111 18" ALTERNATIVE PIPE CULVERT LF 462.8200 12,958.96 0.000 0 112 BIORETENTION CY 376.4600 20,705.30 0.000 0 113 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 38.8500 2,719.50 0.000 0 114 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.8100 19,736.30 0.000 0 (.109" THICK) 115 18" DOWNDRAIN SLIP JOINT EA 1,258.1700 1,258.17 0.000 0 116 ANCHOR ASSEMBLY EA 566.2300 6,794.76 0.000 0 117 WELDED STEEL PIPE CASING (BRIDGE) LF 323.9100 16,195.50 0.000 0 118 12" ALTERNATIVE FLARED END SECTION EA 1,332.0000 1,332.00 0.000 0 119 REMOVE CULVERT (LF) LF 112.3300 6,515.14 0.000 0 120 REMOVE DOWNDRAIN (EA) EA 1,205.7300 2,411.46 0.000 0 121 REMOVE INLET EA 2,503.7500 7,511.25 0.000 0 122 SAND BACKFILL CY 55.4600 665.52 0.000 0 123 GRAVEL FILTER CY 555.0000 14,430.00 26.000 14,430 124 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 235.1100 39,968.70 170.000 39,968 METHOD B) (CY) 125 MINOR CONCRETE (MISCELLANEOUS CY 1,000.4800 1,000.48 0.000 0 CONSTRUCTION) 126 MISCELLANEOUS IRON AND STEEL LB 2.2800 2,973.12 0.000 0 (F) 127 ISOLATION CASING LB 2.2200 42,180.00 19,000.000 42,180 (F) 128 MISCELLANEOUS METAL (BRIDGE) LB 14.3900 18,994.80 500.000 7,195.00 1,000.000 14,390 (F) 129 STAIN GALVANIZED SURFACES (LS) LS 40,831.3500 40,831.35 0.500 20,415.68 0.500 20,415 130 RESET MAILBOX EA 444.0000 888.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.000 3,941 132 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 0.000 0 135 REMOVE PAVEMENT MARKER EA 2.2500 337.50 74.000 166.50 150.000 337 136 GUARD RAILING DELINEATOR EA 49.9500 1,398.60 0.000 0 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.7400 404.40 0.000 0 138 OBJECT MARKER (TYPE P) EA 211.9900 211.99 0.000 0 139 OBJECT MARKER (TYPE L-1) EA 121.1300 363.39 0.000 0 140 REMOVE ROADSIDE SIGN (WOOD POST) EA 111.0000 777.00 0.000 0 141 RESET ROADSIDE SIGN EA 277.5000 832.50 0.000 0 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.6400 1,065.60 0.000 0 (0.063"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.9600 2,797.20 0.000 0 (0.063"-FRAMED) 144 ROADSIDE SIGN - ONE POST EA 333.0000 1,998.00 0.000 0 145 ROADSIDE SIGN - TWO POST EA 555.0000 1,110.00 0.000 0 146 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 61.0500 29,914.50 0.000 0 147 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 86.5800 2,164.50 0.000 0 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.6800 30,204.00 0.000 0 149 TRANSITION RAILING (TYPE WB-31) EA 6,660.0000 19,980.00 0.000 0 150 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,788.6500 5,788.65 0.000 0 151 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,605.5000 5,605.50 0.000 0 (TL-2) 152 CALIFORNIA ST-75 BRIDGE RAIL LF 1,179.0200 424,447.20 112.000 132,050.24 112.000 132,050 (F) 153 CALIFORNIA ST-75B BRIDGE RAIL LF 1,416.8100 34,003.44 3.640 5,157.19 3.640 5,157 (F) 154 REMOVE GUARDRAIL LF 22.2000 13,542.00 305.000 6,771 155 SALVAGE METAL BRIDGE RAILING LF 31.2100 11,360.44 364.000 11,360 156 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.2300 808.56 0.000 0 WET NIGHT VISIBILITY) 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.6200 12,645.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 159 REMOVE PAVEMENT MARKING SQFT 6.7400 485.28 64.000 431 160 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.4900 898.00 113.000 507 161 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 10.1100 3,942.90 0.000 0 162 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.4800 5,257.20 0.000 0 (WARRANTY) 163 TEMPORARY SIGNAL SYSTEMS LS 294,489.7900 294,489.79 0.938 276,231 PROGRAM CAS145 PAGE 8 DATE 12/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6304 TIME 05:23 PM ESTIMATE NO. 009 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 12/20/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 12/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 756,315.53 9,071,069.20 ADJUSTMENT OF COMPENSATION 458,000.00 595,606.44 EXTRA WORK 16,500.00 131,693.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,230,815.53 9,798,368.85 164 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 1,230,815.53 10,993,630.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -2,669.33 TOTAL 1,230,815.53 10,990,961.32 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 12/31/23 165 81 0 0 85% 20% PROGRESS IS SATISFACTORY KHAN, ARIF RESIDENT ENGINEER