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 12/20/22 EST. NO. 020 TIME 01:43 PM R.E. NAME: MANDHIR GREWAL 02-4F2204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0017 300.00 E.W. @ F.A.(+) 120122 N 17 0 009 0007 15,437.55 A.C. @ L.S.(+) 121922 N 5 B 0 010 0001 5,221.62 E.W. @ F.A.(+) 101222 N 1 0 0004 5,145.85 A.C. @ L.S.(+) 121922 N 2 B 0 012 0003 3,558.71 E.W. @ F.A.(+) 101722 N 3 0 0004 937.92 101822 N 4 0 0005 1,923.35 101822 N 5 0 0006 2,017.99 101922 N 6 0 0007 7,653.10 101922 N 7 0 42,196.09 TOTAL THIS ESTIMATE 584,585.70 TOTAL PREVIOUS ESTIMATE 626,781.79 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 12/20/22 EST. NO. 020 TIME 01:43 PM R.E. NAME: MANDHIR GREWAL 02-4F2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING ABOUT 3 WW -5,620.00 006 0.00 -5,620.00 LABOR COMPLIANCE VIOLATION PER 8/21 LETTER -10,000.00 003 RELEASE 8/21 LETTER 10,000.00 004 PER 10/21 LETTER -1,000.00 005 PER 12/20 LETTER -10,000.00 007 RELEASE 12/21 DEDUCT 10,000.00 008 RELEASE 10/21 DEDUCT 1,000.00 008 DEDUCT PER 12/22 LTR -7,000.00 020 -7,000.00 -7,000.00 TOTAL DEDUCTIONS -7,000.00 -12,620.00 PROGRAM CAS145 PAGE 1 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 LOCATION RERUN PROGRESS ESTIMATE 02-TRI-3-58.7/60.7 ----------------------- MCCULLOUGH CONSTRUCTION INC IN TRINITY COUNTY NEAR TRINITY 57 ALDERGROVE RD; CENTER FROM 0.7 MILE NORTH OF ARCATA CA 95521 PREACHER MEADOWS ROAD TO 0.7 MILE SOUTH OF EL DORADO WAY FED. AID NO. ACST-P003(36)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,240.0000 1,240.00 1.000 1,240 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 13,000.0000 13,000.00 1.000 13,000 003 TIME-RELATED OVERHEAD (LS) LS 1,276,170.0000 1,276,170.00 0.079 100,817.43 0.992 1,265,960 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 54.250 10,850 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 0.055 440.00 0.968 7,744 007 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.250 2,375.00 1.000 9,500 008 TRAFFIC CONTROL SYSTEM LS 157,851.0000 157,851.00 0.969 152,957 009 TYPE III BARRICADE EA 80.0000 7,520.00 98.000 7,840 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 1,160.00 306.000 1,224 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.7500 1,900.00 48.000 228 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 6,380.00 7,791.000 4,285 013 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 3,500.00 61.000 3,050 014 PLASTIC TRAFFIC DRUMS EA 70.0000 1,050.00 15.000 1,050 015 PORTABLE RADAR SPEED FEEDBACK LS 4,000.0000 4,000.00 0.969 3,876 SIGN SYSTEM 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 15,000.00 3.000 15,000 017 TEMPORARY RAILING (TYPE K) LF 17.4500 84,807.00 5,500.000 95,975 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 35,000.00 15.000 37,500 019 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 15,000.0000 15,000.00 0.969 14,535 020 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.969 14,535 021 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 27,000.00 12.000 6,000 PROGRAM CAS145 PAGE 2 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 9,200.00 10.000 1,000 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 025 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 1.000 500 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 16,300.00 16,889.000 16,889 (BONDED FIBER MATRIX) 027 TEMPORARY CHECK DAM LF 50.0000 2,700.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 0.000 0 029 TEMPORARY FIBER ROLL LF 3.2500 4,875.00 3,323.000 10,799 030 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 7,200.00 6.000 7,200 031 STREET SWEEPING LS 12,000.0000 12,000.00 0.153 1,836.00 0.968 11,616 032 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 033 TEMPORARY CREEK DIVERSION SYSTEMS LS 97,375.0000 97,375.00 1.000 97,375 034 ASBESTOS COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 035 TEMPORARY WILDLIFE EXCLUSION FENCE LF 12.0000 3,000.00 337.000 4,044 036 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 037 TREATED WOOD WASTE LB 1.0000 4,900.00 4,900.000 4,900 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 57,633.0000 57,633.00 0.118 6,800.69 0.968 55,788 039 FISH PROTECTION LS 11,000.0000 11,000.00 1.000 11,000 040 MICRO-HABITAT LS 15,000.0000 15,000.00 0.068 1,020.00 0.968 14,520 041 INVASIVE SPECIES CONTROL LS 4,000.0000 4,000.00 0.168 672.00 0.968 3,872 042 BAT AND BIRD EXCLUSION DEVICE LS 21,000.0000 21,000.00 0.168 3,528.00 0.968 20,328 043 DUST CONTROL PLAN LS 1,250.0000 1,250.00 0.018 22.50 0.968 1,210 (NATURALLY OCCURRING ASBESTOS) 044 TEMPORARY HIGH-VISIBILITY FENCE LF 9.0000 4,320.00 1,100.000 9,900 045 CLEARING AND GRUBBING (LS) LS 247,520.0000 247,520.00 1.000 247,520 046 ROADWAY EXCAVATION CY 9.7200 17,982.00 200.600 1,949 047 ROADWAY EXCAVATION (BORROW SITE) CY 11.2300 681,661.00 53,590.000 601,815 048 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 31.8800 57,702.80 2,240.750 71,435 049 SHOULDER BACKING TON 57.8200 19,658.80 350.780 20,282 PROGRAM CAS145 PAGE 3 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION CY 20.5500 38,099.70 1,854.000 38,099 (F) 051 STRUCTURE EXCAVATION (BRIDGE) CY 44.6900 19,529.53 437.000 19,529 (F) 052 STRUCTURE EXCAVATION (TYPE D) CY 250.0000 2,250.00 9.000 2,250 (F) 053 STRUCTURE BACKFILL CY 93.5000 99,110.00 1,181.500 110,470 054 STRUCTURE BACKFILL (BRIDGE) CY 152.5400 44,846.76 264.600 40,362 (F) 055 DITCH EXCAVATION CY 25.7400 27,799.20 1,075.000 27,670 056 IMPORTED BORROW (CY) CY 12.6000 326,340.00 4,729.500 59,591 057 ROADSIDE CLEARING LS 24,877.4800 24,877.48 1.000 24,877 058 PLANT TUBE EA 150.0000 7,500.00 0.000 0 059 DUFF (SQFT) SQFT 0.5300 32,012.00 60,400.000 32,012 060 FIBER REINFORCED MATRIX SQFT 0.2000 35,800.00 158,830.000 31,766 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 11,580.00 0.000 0 062 HYDROMULCH SQFT 0.0400 9,920.00 0.000 0 063 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2500 44,750.00 158,830.000 39,707 064 HYDROSEED SQFT 0.1000 24,800.00 0.000 0 065 COMPOST (CY) CY 50.0000 100,500.00 0.000 0 066 INCORPORATE MATERIALS SQFT 0.2600 20,696.00 0.000 0 067 FINISHING ROADWAY LS 96,481.0000 96,481.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 75.4200 207,405.00 3,074.180 231,854 069 HOT MIX ASPHALT (TYPE A) TON 155.0000 630,850.00 4,804.710 744,730 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 18.0000 12,240.00 582.000 10,476 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.0000 4,680.00 270.000 4,860 072 TACK COAT TON 1,800.0000 10,800.00 6.000 10,800 073 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 13,200.00 0.000 0 074 REMOVE BASE AND SURFACING CY 27.5800 25,649.40 0.000 0 075 36" PERMANENT STEEL CASING LF 420.0000 156,660.00 370.500 155,610 076 48" PERMANENT STEEL CASING LF 325.0000 98,150.00 302.000 98,150 PROGRAM CAS145 PAGE 4 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 108" PERMANENT STEEL CASING LF 2,376.0000 59,400.00 25.000 59,400 078 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 925.0000 345,025.00 373.000 345,025 079 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 910.0000 274,820.00 302.000 274,820 080 108" CAST-IN-DRILLED-HOLE CONCRETE LF 5,876.0000 146,900.00 25.000 146,900 PILING 081 36" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 173,400.00 204.000 173,400 PILING (ROCK SOCKET) 082 24" CAST-IN-DRILLED-HOLE CONCRETE LF 815.0000 203,750.00 250.000 203,750 PILING (ROCK SOCKET) 083 96" CAST-IN-DRILLED-HOLE CONCRETE LF 5,746.0000 155,142.00 27.000 155,142 PILING (ROCK SOCKET) 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 658.2000 36,859.20 56.000 36,859 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 1,475.7700 441,255.23 299.000 441,255 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,538.2300 512,230.59 333.000 512,230 (F) (POLYMER FIBER) 087 8'X8' PRECAST REINFORCED CONCRETE LF 1,777.9000 163,566.80 92.000 163,566 (F) BOX CULVERT 088 STRUCTURAL CONCRETE, HEADWALL CY 1,465.0000 30,765.00 21.000 30,765 (F) 089 8'X6' PRECAST REINFORCED CONCRETE LF 1,753.5000 147,294.00 84.000 147,294 (F) BOX CULVERT 090 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,155.0000 34,480.00 15.630 33,682 (F) 091 STRUCTURAL CONCRETE, WINGWALL CY 1,290.5100 219,386.70 170.000 219,386 (F) 092 STRUCTURAL CONCRETE, FOOTING CY 886.8000 97,548.00 0.000 0 (F) 093 ARCHITECTURAL TREATMENT (HEADWALL) SQFT 22.0000 70,840.00 3,212.000 70,664 (F) 094 CONCRETE SURFACE TEXTURE (RANDOM SQFT 30.0000 18,900.00 630.000 18,900 (F) COBBLE STONE ROCK) 095 INSTALL BRONZE PLAQUE EA 700.0000 2,800.00 0.000 0 096 FURNISH PRECAST PRESTRESSED EA 65,190.0000 651,900.00 10.000 651,900 CONCRETE WIDE FLANGE GIRDER (90'-100') 097 ERECT PRECAST PRESTRESSED CONCRETE EA 9,410.0000 94,100.00 10.000 94,100 GIRDER 098 JOINT SEAL (MR 1") LF 120.0000 10,080.00 84.000 10,080 099 BAR REINFORCING STEEL LB 1.3400 28,891.74 19,246.000 25,789 (F) 100 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 169,641.10 147,514.000 169,641 (F) 101 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6700 148,768.61 89,083.000 148,768 (F) (BRIDGE) 102 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 8,000.00 8,000.000 8,000 PROGRAM CAS145 PAGE 5 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH POLYESTER CONCRETE OVERLAY CF 84.0000 56,028.00 833.000 69,972 104 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 56,000.00 8,000.000 56,000 (F) 105 BRIDGE REMOVAL LS 277,643.0000 277,643.00 0.000 0 106 18" ALTERNATIVE PIPE CULVERT LF 128.1200 7,943.44 80.000 10,249 107 24" ALTERNATIVE PIPE CULVERT LF 185.2700 44,464.80 240.000 44,464 108 INFILTRATION TRENCH CY 141.0400 55,005.60 388.800 54,836 109 48" PRECAST REINFORCED CONCRETE PIPE LF 378.2400 49,171.20 130.000 49,171 110 19' 5"X 6' 9" STRUCTURAL STEEL PIPE LF 1,462.9600 146,296.00 100.000 146,296 ARCH CULVERT (0.170" THICK) 111 48" PRECAST REINFORCED CONCRETE EA 2,800.0000 5,600.00 2.000 5,600 FLARED END SECTION 112 REMOVE CULVERT (LF) LF 20.0000 5,200.00 90.000 1,800 113 REMOVE ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 360.00 0.000 0 114 REMOVE ROCK SLOPE PROTECTION CY 16.1400 5,810.40 0.000 0 115 ROCK SLOPE PROTECTION (1/4 T, CY 95.9100 100,705.50 434.300 41,653 CLASS V, METHOD A) 116 ROCK SLOPE PROTECTION CY 225.0000 1,350.00 0.000 0 (F) (300 LB, CLASS IV, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 126.4700 56,911.50 131.000 16,567 (20 LB, CLASS I, METHOD B) (CY) 118 RESET ROCK SLOPE PROTECTION (METHOD B) CY 25.3600 9,129.60 0.000 0 119 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 7,980.00 200.000 1,400 120 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,676.00 2,838.000 5,676 (F) 121 PREPARE AND STAIN CONCRETE SQFT 3.7500 3,123.75 833.000 3,123 122 PREPARE AND STAIN CONCRETE (HEADWALL) SQFT 3.7500 12,075.00 3,220.000 12,075 123 STAIN GALVANIZED SURFACES (LS) LS 20,000.0000 20,000.00 0.000 0 124 STAIN GALVANIZED SURFACES (LF) LF 70.0000 31,430.00 449.000 31,430 125 REMOVE FENCE LF 10.0000 600.00 60.000 600 126 REMOVE GATE EA 100.0000 100.00 1.000 100 127 RECONSTRUCT FENCE LF 30.0000 1,800.00 0.000 0 128 RESET GATE EA 400.0000 400.00 0.000 0 129 DELINEATOR (CLASS 2) EA 45.0000 2,160.00 33.000 1,485 PROGRAM CAS145 PAGE 6 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 PAVEMENT MARKER EA 38.0000 4,560.00 234.000 8,892 (RETROREFLECTIVE-RECESSED) 131 MILEPOST MARKER EA 65.0000 130.00 0.000 0 132 MARKER (CULVERT) EA 65.0000 975.00 0.000 0 133 TREATMENT BEST MANAGEMENT EA 75.0000 450.00 0.000 0 PRACTICE MARKER 134 OBJECT MARKER (TYPE P) EA 75.0000 300.00 1.000 75 135 TURNABLE SIGN ASSEMBLY (TYPE 2) EA 3,200.0000 3,200.00 0.000 0 136 OBJECT MARKER (TYPE L-1) EA 75.0000 900.00 7.000 525 137 SALVAGE ROADSIDE SIGN (TURNABLE POST) EA 300.0000 300.00 0.000 0 138 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0 139 RELOCATE ROADSIDE SIGN EA 200.0000 1,400.00 0.000 0 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,890.00 170.000 2,890 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 430.50 21.000 430 (0.063"-FRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 451.50 21.000 451 (0.080"-FRAMED) 143 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 12.000 3,000 144 ROADSIDE SIGN - TWO POST EA 475.0000 1,900.00 4.000 1,900 145 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 10,500.00 325.000 9,750 146 CABLE RAILING LF 30.0000 9,300.00 310.000 9,300 (F) 147 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 14,000.00 4.000 14,000 148 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 13,200.00 4.000 13,200 149 CALIFORNIA ST-70 BRIDGE RAIL LF 380.0000 180,500.00 475.000 180,500 (F) (MODIFIED) 150 REMOVE GUARDRAIL LF 3.0000 900.00 300.000 900 151 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 390.00 542.000 542 152 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 93.00 230.000 345 153 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,637.50 1,559.000 1,169 154 METHYL METHACRYLATE PAINT TRAFFIC SQFT 50.0000 6,000.00 60.000 3,000 STRIPE CROSSWALK AND PAVEMENT MARKING 155 6" METHYL METHACRYLATE PAINT LF 5.0000 63,000.00 12,828.000 64,140 TRAFFIC STRIPE (RECESSED) 156 6" METHYL METHACRYLATE PAINT LF 4.0000 2,120.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) PROGRAM CAS145 PAGE 7 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 PORTABLE TRAFFIC SIGNAL SYSTEM LS 64,000.0000 64,000.00 0.095 6,080.00 0.968 61,952 158 MODIFYING TRAFFIC MONITORING STATIONS LS 14,400.0000 14,400.00 0.000 0 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 160 TEMPORARY CONSTRUCTION MAT (LS) LS 64,170.0000 64,170.00 0.854 54,801 PROGRAM CAS145 PAGE 8 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2204 TIME 01:43 PM ESTIMATE NO. 020 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 123,591.62 9,737,947.92 ADJUSTMENT OF COMPENSATION 20,583.40 155,303.26 EXTRA WORK 21,612.69 471,478.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 165,787.71 10,364,729.71 161 MOBILIZATION LS 1,114,983.0000 1,114,983.00 1.000 1,114,983 ORIGINAL CONTRACT AMOUNT 11,977,419.93 TOTAL WORK COMPLETED 165,787.71 11,479,712.71 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -7,000.00 -12,620.00 TOTAL 158,787.71 11,467,092.71 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 03/25/21 248 05/25/21 05/24/21 12/29/22 232 143 10 0 89% 90% PROGRESS IS SATISFACTORY MANDHIR GREWAL RESIDENT ENGINEER