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 11/20/25 EST. NO. 008 TIME 01:24 PM R.E. NAME: BRAR, PARAMDEEP 04-2Q6104 --------------------------------------------------------------------------- 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 0005 375.00 E.W. @ F.A.(+) 081525 N 0087.0 0006 3,670.66 082025 N 0092.0 0007 375.00 102925 N 0144.0 0008 375.00 093025 N 0125.0 006 0011 3,141.26 E.W. @ F.A.(+) 080325 N 0080.0 0012 1,456.25 102225 N 0143.0 0013 1,456.25 102125 N 0142.0 10,849.42 TOTAL THIS ESTIMATE 277,284.12 TOTAL PREVIOUS ESTIMATE 288,133.54 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 11/20/25 EST. NO. 008 TIME 01:24 PM R.E. NAME: BRAR, PARAMDEEP 04-2Q6104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 LOCATION PROGRESS ESTIMATE 04-NAP-29-R7.3/13.5 ----------------- GRANITE ROCK COMPANY NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE 5225 HELLYER AVENUE, SUITE 22 NORTH OF NAPA RIVER BRIDGE OVERHEAD TO 0.1 SAN JOSE CA 95138 MILE SOUTH OF SIERRA AVENUE. FED. AID NO. ACNH-P029(155)E COLD PLANE, RHMA OVERLAY, INSTALL MGS, CUR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000 003 TIME-RELATED OVERHEAD (LS) LS 500,000.0000 500,000.00 0.100 50,000.00 0.900 450,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 12.500 2,500 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 47,500.0000 47,500.00 0.750 35,625 007 TRAFFIC CONTROL SYSTEM LS 855,000.0000 855,000.00 0.100 85,500.00 0.900 769,500 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 40.0000 9,600.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.7500 6,820.00 4,908.000 13,497 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,440.00 20.000 800 011 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 234.0000 18,720.00 0.000 0 SYSTEM 012 TEMPORARY PAVEMENT MARKER EA 15.0000 840.00 91.000 1,365 013 TEMPORARY BARRIER SYSTEM LF 62.0000 279,000.00 4,460.000 276,520 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 42,000.0000 42,000.00 1.000 42,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,750.0000 110,000.00 5.000 13,750.00 27.000 74,250 016 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 017 TEMPORARY CRASH CUSHION TL-3 EA 4,618.0000 50,798.00 23.000 106,214 018 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 0.100 3,700.00 0.900 33,300 019 WATER POLLUTION CONTROL PROGRAM LS 17,070.0000 17,070.00 1.000 17,070 020 TEMPORARY DRAINAGE INLET PROTECTION EA 214.0000 27,820.00 167.000 35,738 021 TEMPORARY GRAVEL BAG BERM LF 52.6100 1,315.25 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 2 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 94,000.0000 94,000.00 0.050 4,700.00 0.950 89,300 024 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 25.0000 21,000.00 340.000 8,500 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.3000 15,360.00 23,060.000 6,918.00 23,060.000 6,918 027 NOISE MONITORING LS 7,000.0000 7,000.00 0.050 350.00 0.900 6,300 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 ROADWAY EXCAVATION CY 532.0000 5,852.00 11.000 5,852 030 STRUCTURE BACKFILL (SLURRY CEMENT) CY 500.0000 9,000.00 33.680 16,840 (F) 031 DITCH EXCAVATION CY 516.0000 35,604.00 136.800 70,588 032 WOOD MULCH CY 178.0000 3,916.00 0.000 0 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 658.0000 1,974.00 0.000 0 034 HYDROMULCH SQFT 0.0800 9,760.00 0.000 0 035 FIBER ROLLS LF 3.4800 24,882.00 0.000 0 036 HYDROSEED SQFT 0.1300 9,256.00 0.000 0 037 COMPOST (CY) CY 94.9000 11,388.00 0.000 0 038 INCORPORATE MATERIALS SQFT 0.1300 9,256.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 1,250.0000 33,750.00 38.590 48,237 040 ASPHALT TREATED PERMEABLE BASE CY 2,300.0000 16,100.00 7.000 16,100 041 BASE BOND BREAKER SQYD 4.8500 776.00 62.330 302 042 HOT MIX ASPHALT (TYPE A) TON 137.0000 3,041,400.00 1,112.460 152,407.02 22,929.420 3,141,330 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 5,342,400.00 27,423.420 4,607,134 044 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 176.0000 1,300,640.00 0.000 0 (OPEN GRADED FRICTION COURSE) 045 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1,800.0000 135,000.00 151.980 273,564 INTERLAYER) 046 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 2.3200 754,000.00 305,963.000 709,834 MAT) 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 290.0000 14,210.00 53.000 15,370 048 TACK COAT TON 1,100.0000 132,000.00 5.850 6,435.00 102.510 112,761 049 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 850.0000 10,200.00 26.600 22,610 PROGRAM CAS145 PAGE 3 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 25.0000 1,225.00 49.000 1,225 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 981,000.00 16,487.220 49,461.66 329,625.120 988,875 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 174,000.00 29.000 174,000 (F) 053 REMOVE PEDESTRIAN BARRICADE EA 800.0000 1,600.00 2.000 1,600 054 PEDESTRIAN BARRICADE EA 1,250.0000 2,500.00 0.000 0 055 18" ALTERNATIVE PIPE CULVERT LF 488.0000 92,720.00 221.400 108,043 056 24" ALTERNATIVE PIPE CULVERT LF 427.0000 8,540.00 20.000 8,540 057 CONCRETE BACKFILL (PIPE TRENCH) (RAPID CY 494.0000 48,906.00 88.750 43,842 STRENGTH CONCRETE) 058 18" PLASTIC PIPE LF 256.0000 79,360.00 454.000 116,224 059 12" REINFORCED CONCRETE PIPE LF 562.0000 11,240.00 20.000 11,240 060 24" CORRUGATED STEEL PIPE (.109" THICK) LF 473.0000 9,933.00 22.000 10,406 061 CLASS 3 PERMEABLE MATERIAL CY 661.0000 25,118.00 147.200 97,299 062 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 561.0000 53,295.00 94.000 52,734 (.109" THICK) 063 24" ANCHOR ASSEMBLY EA 667.0000 1,334.00 2.000 1,334 064 DRAINAGE INLET MARKER EA 40.0000 280.00 0.000 0 065 18" STEEL FLARED END SECTION EA 227.0000 227.00 2.000 454 066 ABANDON CULVERT (LF) LF 84.0000 7,812.00 50.000 4,200 067 REMOVE CULVERT (LF) LF 105.0000 37,800.00 523.000 54,915 068 REMOVE INLET EA 4,500.0000 9,000.00 2.000 9,000 069 MODIFY INLET EA 7,300.0000 7,300.00 1.000 7,300 070 SAND BACKFILL CY 386.0000 2,702.00 0.000 0 071 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,300.0000 13,000.00 9.190 11,947 METHOD B) (CY) 072 FILTER FABRIC SQYD 6.0000 456.00 613.960 3,683 073 DETECTABLE WARNING SURFACE SQFT 10.0000 2,300.00 152.520 1,525 074 MINOR CONCRETE (CURB AND GUTTER) CY 2,500.0000 5,000.00 2.000 5,000 075 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 2,100.0000 67,200.00 33.000 69,300 AND DRIVEWAY) 076 PRE/POST CONSTRUCTION SURVEYS EA 2,000.0000 16,000.00 8.000 16,000 PROGRAM CAS145 PAGE 4 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,480.00 3,740.000 7,480 (F) 078 REMOVE PAVEMENT MARKER EA 2.0000 8,700.00 4,350.000 8,700 079 GUARD RAILING DELINEATOR EA 17.0000 476.00 15.000 255.00 15.000 255 080 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 30,870.00 616.000 4,312.00 3,324.000 23,268 081 TREATMENT BEST MANAGEMENT PRACTICE EA 80.0000 160.00 0.000 0 MARKER 082 REMOVE ROADSIDE SIGN EA 125.0000 1,125.00 0.000 0 083 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 675.00 0.000 0 BRACKET METHOD) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.0000 6,150.00 0.000 0 (0.063"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,360.00 0.000 0 (0.080"-UNFRAMED) 086 ROADSIDE SIGN - ONE POST EA 350.0000 5,950.00 0.000 0 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,350.00 0.000 0 METHOD) 088 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 47.5000 165,775.00 2,225.000 105,687.50 2,225.000 105,687 089 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 260,100.00 1,886.000 169,740.00 1,886.000 169,740 090 REMOVE THRIE BEAM BARRIER LF 12.0000 2,400.00 125.000 1,500 091 TRANSITION RAILING (TYPE AGT) EA 5,800.0000 75,400.00 9.000 52,200 092 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,895.0000 41,690.00 15.000 28,425.00 15.000 28,425 093 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,200.0000 105,000.00 15.000 63,000.00 15.000 63,000 094 CONCRETE BARRIER (TYPE 60M) LF 208.0000 316,160.00 1,520.000 316,160 095 CONCRETE BARRIER TRANSITION LF 1,200.0000 192,000.00 175.000 210,000 (F) 096 REMOVE GUARDRAIL LF 5.0000 18,300.00 1,512.500 7,562.50 1,769.500 8,847 097 REMOVE CONCRETE BARRIER (TYPE 50) LF 72.0000 109,440.00 1,520.000 109,440 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 57,680.00 3,269.000 26,152.00 5,088.000 40,704 WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 40,260.00 1,376.000 825.60 67,100.000 40,260 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,602.00 1,868.000 1,120.80 2,535.000 1,521 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 188,400.00 35,881.000 43,057.20 135,088.000 162,105 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,380.00 495.000 990 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 104 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 49,350.00 3,598.000 17,990.00 7,523.000 37,615 (ENHANCED WET NIGHT VISIBILITY) 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,475.00 3,537.000 5,305.50 4,588.000 6,882 106 12" RUMBLE STRIP (ASPHALT CONCRETE STA 86.0000 110,940.00 0.000 0 PAVEMENT) 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 108 MODIFYING LIGHTING SYSTEMS LS 519,998.0000 519,998.00 0.500 259,999 109 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 150,949.0000 150,949.00 0.170 25,661.33 0.920 138,873 110 MODIFYING RAMP METERING SYSTEMS LS 22,000.0000 22,000.00 0.750 16,500 111 MODIFYING TRAFFIC MONITORING STATIONS LS 5,500.0000 5,500.00 0.250 1,375.00 1.000 5,500 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 REMOVE CONCRETE (CURB, GUTTER, AND CY 900.0000 36,000.00 43.650 39,285 SIDEWALK) (CY) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.2500 10,757.50 1,224.000 3,978 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q6104 TIME 01:24 PM ESTIMATE NO. 008 BID OPENING 10/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 874,691.11 14,705,275.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,849.42 288,133.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 885,540.53 14,993,409.30 115 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 17,680,347.75 TOTAL WORK COMPLETED 885,540.53 15,343,409.30 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 885,540.53 15,343,409.30 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 11/26/24 230 04/14/25 01/20/25 12/30/25 150 2 0 0 89% 65% PROGRESS IS SATISFACTORY BRAR, PARAMDEEP RESIDENT ENGINEER