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 10/18/24 EST. NO. 006 TIME 03:42 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/18/24 EST. NO. 006 TIME 03:42 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 -60,000.00 -77,465.23 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 006 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -70,000.00 -97,465.23 PROGRAM CAS145 PAGE 1 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 LOCATION RERUN 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 19.000 142,500.00 126.000 945,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 3.000 600.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 54,640.0000 54,640.00 0.050 2,732.00 0.900 49,176 006 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.140 105,000.00 0.930 697,500 007 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 0.140 4,704.00 0.930 31,248 016 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.140 7,000.00 0.930 46,500 018 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000 PLAN 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 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 0.000 0 022 TEMPORARY FIBER ROLL LF 5.0800 110,236.00 14,600.000 74,168 PROGRAM CAS145 PAGE 2 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 STREET SWEEPING LS 90,000.0000 90,000.00 0.140 12,600.00 0.930 83,700 025 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.140 1,400.00 0.610 6,100 026 TREATED WOOD WASTE LB 1.0000 3,880.00 414.000 414 027 REMOVE CONCRETE (CY) CY 205.0000 71,750.00 9.580 1,963.90 340.880 69,880 028 CLEARING AND GRUBBING (LS) LS 383,675.0000 383,675.00 0.140 53,714.50 0.930 356,817 029 ROADWAY EXCAVATION CY 50.0000 1,210,000.00 1,269.300 63,465.00 15,047.900 752,395 030 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 0.000 0 033 HYDROMULCH SQFT 0.0400 9,040.00 0.000 0 034 FIBER ROLLS LF 5.1300 105,165.00 0.000 0 035 HYDROSEED SQFT 0.0900 15,210.00 0.000 0 036 CLASS 2 AGGREGATE BASE (CY) CY 48.0000 878,400.00 -510.970 -24,526.56 7,959.530 382,057 037 REPLACE ASPHALT CONCRETE SURFACING CY 425.0000 378,250.00 0.000 0 038 HOT MIX ASPHALT (TYPE A) TON 110.0000 3,179,000.00 8,093.020 890,232.20 31,946.230 3,514,085 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 1,946,000.00 9,233.100 1,292,634 040 DATA CORE LS 5,000.0000 5,000.00 0.170 850 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 1,080.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 39,040.00 186.000 744.00 7,692.000 30,768 043 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 38.0000 84,360.00 728.800 27,694.40 1,801.600 68,460 AREA) 044 TACK COAT TON 600.0000 52,800.00 5.170 3,102.00 56.080 33,648 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4000 184,800.00 73,989.000 177,573 046 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 255,000.00 840.000 252,000 051 36" REINFORCED CONCRETE PIPE LF 500.0000 5,000.00 0.000 0 052 48" REINFORCED CONCRETE PIPE LF 500.0000 4,000.00 0.000 0 053 18" CORRUGATED STEEL PIPE (.079" THICK) LF 360.0000 2,520.00 0.000 0 054 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 25.000 8,750 059 18" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0 060 24" CONCRETE FLARED END SECTION EA 5,000.0000 10,000.00 0.000 0 061 60" PRECAST CONCRETE PIPE MANHOLE LF 1,500.0000 16,500.00 0.000 0 062 72" PRECAST CONCRETE PIPE MANHOLE LF 1,700.0000 17,000.00 0.000 0 063 INLET DEPRESSION EA 5,000.0000 15,000.00 0.000 0 064 REMOVE CULVERT (LF) LF 20.0000 2,800.00 87.000 1,740 065 REMOVE INLET EA 1,500.0000 9,000.00 4.000 6,000 066 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000 067 REMOVE MANHOLE EA 2,000.0000 2,000.00 0.000 0 068 ADJUST FRAME AND COVER TO GRADE EA 1,600.0000 27,200.00 1.000 1,600.00 3.000 4,800 069 ADJUST VALVE BOX FRAME AND COVER TO EA 1,600.0000 81,600.00 16.000 25,600.00 21.000 33,600 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 0.370 185 072 SAND BACKFILL CY 150.0000 225.00 0.000 0 073 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 300.0000 15,000.00 23.000 6,900.00 29.600 8,880 METHOD B) (CY) 074 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 2,280.00 91.000 1,092.00 156.000 1,872 075 DETECTABLE WARNING SURFACE SQFT 32.0000 19,200.00 0.000 0 076 MINOR CONCRETE (MISCELLANEOUS CY 498.5000 608,170.00 187.400 93,418.90 869.100 433,246 CONSTRUCTION) PROGRAM CAS145 PAGE 4 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,128.000 11,280 (F) 078 FRAME AND COVER EA 1,500.0000 1,500.00 0.000 0 079 MANHOLE FRAME AND COVER EA 2,300.0000 6,900.00 0.000 0 080 ADJUST ACCESS BOX FRAME AND COVER EA 1,600.0000 8,000.00 0.000 0 (UTILITY) 081 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,600.0000 46,400.00 3.000 4,800.00 6.000 9,600 082 RESET MAILBOX EA 850.0000 7,650.00 0.000 0 083 REMOVE PAVEMENT MARKER EA 1.0000 1,050.00 820.000 820 084 DELINEATOR (CLASS 1) EA 55.0000 4,730.00 0.000 0 085 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 10,140.00 0.000 0 086 MARKER (CULVERT) EA 105.0000 420.00 0.000 0 087 OBJECT MARKER (TYPE N) EA 30.0000 60.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 2,100.00 3.000 180 090 REMOVE ROADSIDE SIGN (METAL POST) EA 135.0000 675.00 0.000 0 091 REMOVE ROADSIDE SIGN PANEL EA 65.0000 585.00 0.000 0 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,000.00 0.000 0 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,012.50 0.000 0 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,600.00 0.000 0 (0.063"-FRAMED) 095 ROADSIDE SIGN - ONE POST EA 610.0000 48,190.00 0.000 0 096 ROADSIDE SIGN - TWO POST EA 625.0000 5,000.00 0.000 0 097 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 50,240.00 0.000 0 WET NIGHT VISIBILITY) 098 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 14,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 48,875.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,975.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 5,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,362.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,899.000 29,873 106 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 18,160.00 2,546.000 10,184 107 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 16.0000 272,000.00 0.000 0 CROSSWALK AND PAVEMENT MARKING 108 TRAFFIC MONITORING STATION SYSTEM LS 80,000.0000 80,000.00 0.290 23,200 109 CAMERA SYSTEMS LS 40,000.0000 40,000.00 0.000 0 110 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,550,000.0000 1,550,000.00 0.110 170,500.00 0.250 387,500 111 MODIFYING RAPID FLASHING BEACON SYSTEM LS 100,000.0000 100,000.00 0.038 3,800.00 0.168 16,800 112 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 45.000 5,400 116 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 77.000 12,320 119 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 13,500.00 20.000 2,000 SYSTEM DAY 120 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 8,400.0000 50,400.00 2.000 16,800 SYSTEM PROGRAM CAS145 PAGE 6 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4304 TIME 03:42 PM ESTIMATE NO. 006 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 10/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,611,636.34 10,388,427.89 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 33,732.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,611,636.34 10,422,160.72 121 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 1,611,636.34 12,022,160.72 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -70,000.00 -97,465.23 TOTAL 1,541,636.34 11,924,695.49 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 10/31/24 127 0 0 0 70% 94% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H AMRIT BRAR RESIDENT ENGINEER