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 03/21/25 EST. NO. 010 TIME 05:59 PM R.E. NAME: AMRIT BRAR 06-0U4304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0003 4,324.83 E.W. @ F.A.(+) 050124 N 2120EW 002 0013 300.00 E.W. @ F.A.(+) 022825 N 5365 004 0004 2,820.34 E.W. @ F.A.(+) 053124 N 09808 0005 3,240.72 060324 N 09809 0011 2,427.45 080724 N 04259 0012 5,227.40 091124 N 04179 0017 656.73 091224 N 004180 005 0036 556.49 E.W. @ F.A.(+) 020525 N 020405 0037 6,414.56 081224 N 44963R 0038 5,814.34 081324 N 44964R 0039 6,970.80 022125 N 17026 0040 17,560.23 022025 N 08782 56,313.89 TOTAL THIS ESTIMATE 169,242.31 TOTAL PREVIOUS ESTIMATE 225,556.20 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 03/21/25 EST. NO. 010 TIME 05:59 PM R.E. NAME: AMRIT BRAR 06-0U4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 2410 -10,000.00 004 B2GNOW NONCOMPLIANCE -10,000.00 005 DBE NONCOMPLIANCE -7,465.23 005 RCD CEM 2410 10,000.00 005 B2GNOW NONCOMPLIANCE -10,000.00 006 MISSING CEM 2410S -50,000.00 006 RECD CEM 2410S 40,000.00 007 B2GNOW COMPLIANCE 10,000.00 008 DBE COMPLIANCE 7,465.23 008 DBE NONCOMPLIANCE -33,273.98 008 RECD CEM 2410 10,000.00 008 DBE COMPLIANCE 33,273.98 009 B2GNOW COMPLIANCE 10,000.00 010 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 006 REL EST 6 10,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLL -10,000.00 009 0.00 -30,000.00 TOTAL DEDUCTIONS 10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 LOCATION PROGRESS ESTIMATE 06-KER-184-8.5/11.6 ----------------- GRIFFITH COMPANY KERN COUNTY IN AND NEAR BAKERSFIELD FROM 3050 E. BIRCH ST 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 BREA CA 92821 MILE NORTH OF CHASE AVENUE FED. AID NO. ACNH-P184(17)E RESURFACE LANES AND SHOULDERS. ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (WDAY) WDAY 7,500.0000 1,012,500.00 135.000 1,012,500 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 4.000 24,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 10.000 2,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 54,640.0000 54,640.00 1.000 54,640 006 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 1.000 750,000 007 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,200.00 419.000 12,570 012 TEMPORARY PAVEMENT MARKER EA 10.0000 10,300.00 1,030.000 10,300 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 30,000.0000 30,000.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,600.0000 33,600.00 1.000 33,600 016 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 PLAN 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.1700 22,113.00 0.000 0 MATRIX) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 179.0000 7,876.00 44.000 7,876 022 TEMPORARY FIBER ROLL LF 5.0800 110,236.00 14,600.000 74,168 PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 2.000 7,000 024 STREET SWEEPING LS 90,000.0000 90,000.00 1.000 90,000 025 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 026 TREATED WOOD WASTE LB 1.0000 3,880.00 3,880.000 3,880 027 REMOVE CONCRETE (CY) CY 205.0000 71,750.00 350.000 71,750 028 CLEARING AND GRUBBING (LS) LS 383,675.0000 383,675.00 1.000 383,675 029 ROADWAY EXCAVATION CY 50.0000 1,210,000.00 1,150.000 57,500.00 18,803.900 940,195 030 ROADWAY EXCAVATION (TYPE Z-3) (AERIALLY CY 750.0000 24,000.00 32.000 24,000 DEPOSITED LEAD) 031 SHOULDER BACKING TON 200.0000 5,200.00 0.000 0 032 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 1.000 540 033 HYDROMULCH SQFT 0.0400 9,040.00 226,000.000 9,040 034 FIBER ROLLS LF 5.1300 105,165.00 19,461.000 99,834 035 HYDROSEED SQFT 0.0900 15,210.00 167,988.000 15,118 036 CLASS 2 AGGREGATE BASE (CY) CY 48.0000 878,400.00 12,505.000 600,240 037 REPLACE ASPHALT CONCRETE SURFACING CY 425.0000 378,250.00 768.000 326,400 038 HOT MIX ASPHALT (TYPE A) TON 110.0000 3,179,000.00 32,004.730 3,520,520 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 1,946,000.00 13,935.710 1,950,999 040 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 1,080.00 270.000 1,080 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 39,040.00 9,397.000 37,588 043 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 38.0000 84,360.00 2,041.300 77,569 AREA) 044 TACK COAT TON 600.0000 52,800.00 68.000 40,800 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4000 184,800.00 78,169.000 187,605 046 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 37,500.00 13.000 32,500 (F) 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,700.0000 162,800.00 25.140 93,018 (F) 048 MINOR CONCRETE CY 1,500.0000 133,500.00 0.000 0 (F) 049 18" REINFORCED CONCRETE PIPE LF 310.0000 34,100.00 32.000 9,920.00 110.000 34,100 PROGRAM CAS145 PAGE 3 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" REINFORCED CONCRETE PIPE LF 300.0000 255,000.00 850.000 255,000 051 36" REINFORCED CONCRETE PIPE LF 500.0000 5,000.00 10.000 5,000 052 48" REINFORCED CONCRETE PIPE LF 500.0000 4,000.00 8.000 4,000 053 18" CORRUGATED STEEL PIPE (.079" THICK) LF 360.0000 2,520.00 7.000 2,520 054 10" FLUME DOWNDRAIN LF 135.0000 4,860.00 51.500 6,952 055 10" TAPERED INLET EA 1,200.0000 6,000.00 5.000 6,000 056 10" FLUME ANCHOR ASSEMBLY EA 575.0000 2,875.00 5.000 2,875 057 DRAINAGE INLET MARKER EA 200.0000 2,400.00 0.000 0 058 12" WELDED STEEL PIPE (.250" THICK) LF 350.0000 26,950.00 77.000 26,950 059 18" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 060 24" CONCRETE FLARED END SECTION EA 5,000.0000 10,000.00 2.000 10,000 061 60" PRECAST CONCRETE PIPE MANHOLE LF 1,500.0000 16,500.00 11.000 16,500 062 72" PRECAST CONCRETE PIPE MANHOLE LF 1,700.0000 17,000.00 10.000 17,000 063 INLET DEPRESSION EA 5,000.0000 15,000.00 3.000 15,000 064 REMOVE CULVERT (LF) LF 20.0000 2,800.00 140.000 2,800 065 REMOVE INLET EA 1,500.0000 9,000.00 6.000 9,000 066 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000 067 REMOVE MANHOLE EA 2,000.0000 2,000.00 1.000 2,000 068 ADJUST FRAME AND COVER TO GRADE EA 1,600.0000 27,200.00 17.000 27,200 069 ADJUST VALVE BOX FRAME AND COVER TO EA 1,600.0000 81,600.00 51.000 81,600 GRADE 070 MODIFY INLET EA 7,500.0000 15,000.00 2.000 15,000 071 CULVERT SLURRY-CEMENT BACKFILL CY 500.0000 2,500.00 5.000 2,500 072 SAND BACKFILL CY 150.0000 225.00 1.500 225 073 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 300.0000 15,000.00 44.500 13,350 METHOD B) (CY) 074 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 2,280.00 184.000 2,208 075 DETECTABLE WARNING SURFACE SQFT 32.0000 19,200.00 600.000 19,200 076 MINOR CONCRETE (MISCELLANEOUS CY 498.5000 608,170.00 1,220.000 608,170 CONSTRUCTION) PROGRAM CAS145 PAGE 4 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 10.0000 31,820.00 3,182.000 31,820 (F) 078 FRAME AND COVER EA 1,500.0000 1,500.00 1.000 1,500 079 MANHOLE FRAME AND COVER EA 2,300.0000 6,900.00 3.000 6,900 080 ADJUST ACCESS BOX FRAME AND COVER EA 1,600.0000 8,000.00 5.000 8,000 (UTILITY) 081 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,600.0000 46,400.00 29.000 46,400 082 RESET MAILBOX EA 850.0000 7,650.00 9.000 7,650 083 REMOVE PAVEMENT MARKER EA 1.0000 1,050.00 829.000 829 084 DELINEATOR (CLASS 1) EA 55.0000 4,730.00 86.000 4,730 085 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 10,140.00 1,622.000 9,732 086 MARKER (CULVERT) EA 105.0000 420.00 4.000 420 087 OBJECT MARKER (TYPE N) EA 30.0000 60.00 2.000 60 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 2,100.00 35.000 2,100 090 REMOVE ROADSIDE SIGN (METAL POST) EA 135.0000 675.00 0.000 0 091 REMOVE ROADSIDE SIGN PANEL EA 65.0000 585.00 9.000 585 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,000.00 500.000 6,000 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,012.50 81.000 1,012 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,600.00 130.000 2,600 (0.063"-FRAMED) 095 ROADSIDE SIGN - ONE POST EA 610.0000 48,190.00 63.000 38,430 096 ROADSIDE SIGN - TWO POST EA 625.0000 5,000.00 6.000 3,750 097 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 50,240.00 7,289.500 58,316 WET NIGHT VISIBILITY) 098 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 14,250.00 19,526.000 14,644 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 48,875.00 55,901.000 47,515 (ENHANCED WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,975.00 2,892.000 2,458 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 5,750.00 5,129.000 6,411 (ENHANCED WET NIGHT VISIBILITY) 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,362.50 1,114.000 1,392 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 54,125.00 24,180.000 30,225 106 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 18,160.00 2,568.000 10,272 107 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 16.0000 272,000.00 17,434.000 278,944 CROSSWALK AND PAVEMENT MARKING 108 TRAFFIC MONITORING STATION SYSTEM LS 80,000.0000 80,000.00 0.873 69,840 109 CAMERA SYSTEMS LS 40,000.0000 40,000.00 0.758 30,320 110 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,550,000.0000 1,550,000.00 0.850 1,317,500 111 MODIFYING RAPID FLASHING BEACON SYSTEM LS 100,000.0000 100,000.00 0.586 58,600 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 REMOVE FENCE LF 25.0000 17,750.00 709.000 17,725 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 TYPE III BARRICADE EA 120.0000 7,560.00 63.000 7,560 116 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 208,000.00 43,670.000 174,680 117 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 20.0000 81,400.00 3,580.000 71,600 118 PLASTIC TRAFFIC DRUMS EA 160.0000 52,800.00 330.000 52,800 119 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 13,500.00 135.000 13,500 SYSTEM DAY 120 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 8,400.0000 50,400.00 6.000 50,400 SYSTEM PROGRAM CAS145 PAGE 6 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 05:59 PM ESTIMATE NO. 010 BID OPENING 08/10/23 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: AMRIT BRAR DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 67,420.00 14,252,881.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 56,313.89 225,556.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 123,733.89 14,478,438.05 121 MOBILIZATION LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 ORIGINAL CONTRACT AMOUNT 16,812,735.00 TOTAL WORK COMPLETED 123,733.89 16,078,438.05 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -30,000.00 TOTAL 133,733.89 16,048,438.05 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 11/30/23 135 00/00/00 00/00/00 04/03/25 143 119 10 0 92% 99% PROGRESS IS SATISFACTORY AMRIT BRAR RESIDENT ENGINEER