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 10/22/24 EST. NO. 008 TIME 07:08 PM R.E. NAME: AMRIT BRAR 06-0X1604 --------------------------------------------------------------------------- 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 10/22/24 EST. NO. 008 TIME 07:08 PM R.E. NAME: AMRIT BRAR 06-0X1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2G NONCOMP -10,000.00 002 MISSING CEM-2406/04 -10,000.00 002 MISSING CEM-2410 -10,000.00 003 MISSING CEM 2410 -10,000.00 004 MISSING CEM 2406&04 -10,000.00 006 MISSING CEM 2410 -20,000.00 006 B2GNOW NONCOMPLIANCE -10,000.00 008 MISSING CEM 2410 -30,000.00 008 MISSING CEM 2404S -10,000.00 008 -50,000.00 -120,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -5,000.00 006 RELEASE EST 5 10,000.00 007 MISSING PAYROLL -10,000.00 008 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -60,000.00 -135,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 07:08 PM ESTIMATE NO. 008 BID OPENING 07/27/23 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 10/22/24 LOCATION RERUN PROGRESS ESTIMATE 06-KER-58-R64.4/67.3 ----------------------- GRIFFITH COMPANY KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST 1128 CARRIER PARKWAY AVE OF TEJON HIGHWAY OVERCROSSING TO CALIENTE BAKERSFIELD CA 93308 CREEK BRIDGE FED. AID NO. ACNH-P058(132)E HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SP ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 585,000.00 17.000 76,500.00 125.000 562,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 15,500.0000 15,500.00 0.210 3,255.00 0.945 14,647 007 TRAFFIC CONTROL SYSTEM LS 443,343.5000 443,343.50 0.120 53,201.22 0.950 421,176 008 TYPE III BARRICADE EA 95.0000 475.00 10.000 950 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.7000 55,650.00 67,560.000 47,292 010 PLASTIC TRAFFIC DRUMS EA 75.0000 12,750.00 42.000 3,150 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 115.0000 8,970.00 30.000 3,450.00 146.000 16,790 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 1.0000 930.00 399.000 399 013 TEMPORARY BARRIER SYSTEM LF 8.7500 297,500.00 31,480.000 275,450 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,800.0000 16,800.00 0.120 2,016.00 0.950 15,960 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,400.0000 27,000.00 2.000 10,800 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.120 6,000.00 0.950 47,500 017 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,600.00 6.000 1,200 019 TEMPORARY FIBER ROLL LF 5.0400 12,096.00 2,400.000 12,096 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 3.280 16,400 021 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.350 3,500.00 1.000 10,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 960.00 2,089.000 2,089.00 3,974.000 3,974 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 07:08 PM ESTIMATE NO. 008 BID OPENING 07/27/23 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 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.3500 10,179.00 940.000 1,269.00 6,752.000 9,115 024 ROADWAY EXCAVATION CY 55.0000 216,700.00 3,926.700 215,968 025 SHOULDER BACKING TON 100.0000 10,000.00 125.000 12,500.00 125.000 12,500 026 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 3,600.00 18.000 3,600 (F) 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 750.00 1.000 750.00 1.000 750 028 HYDROMULCH SQFT 0.0500 14,550.00 292,198.000 14,609.90 292,198.000 14,609 029 HYDROSEED SQFT 0.0900 26,190.00 292,198.000 26,297.82 292,198.000 26,297 030 COMPOST (CY) CY 80.3000 70,664.00 880.000 70,664.00 880.000 70,664 031 INCORPORATE MATERIALS SQFT 0.0300 8,490.00 282,692.000 8,480.76 282,692.000 8,480 032 CLASS 2 AGGREGATE SUBBASE CY 68.0000 114,240.00 1,655.000 112,540 033 CRACK AND SEAT SQYD 3.5000 82,250.00 23,432.000 82,012 034 ASPHALT-RUBBER BINDER TON 1,500.0000 127,500.00 90.800 136,200 035 PRECOATED AGGREGATE (SEAL COAT) TON 475.0000 247,000.00 594.130 282,211 036 HOT MIX ASPHALT (TYPE A) TON 110.0000 2,629,000.00 150.650 16,571.50 25,170.900 2,768,799 037 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 1,068,600.00 -2,278.930 -296,260.90 4,749.760 617,468 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 24,300.00 8,452.400 25,357.20 8,452.400 25,357 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 2,490.00 840.000 2,520.00 840.000 2,520 040 TACK COAT TON 650.0000 49,400.00 2.450 1,592.50 45.260 29,419 041 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 8,930.00 6,602.000 6,602 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 120,725.00 45,565.000 125,303 043 CONTINUOUSLY REINFORCED CONCRETE CY 690.0000 883,200.00 556.000 383,640 PAVEMENT 044 JOINTED PLAIN CONCRETE PAVEMENT CY 760.0000 676,400.00 885.440 672,934 045 REMOVE CONCRETE PAVEMENT AND BASE CY 100.0000 165,000.00 1,629.600 162,960 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,800.0000 36,100.00 2.000 7,600.00 10.000 38,000 (F) 047 STRESS REDUCING SLAB CY 1,750.0000 35,000.00 20.000 35,000 048 24" REINFORCED CONCRETE PIPE LF 250.0000 37,500.00 136.000 34,000 049 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 33,000.00 147.000 32,340 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 07:08 PM ESTIMATE NO. 008 BID OPENING 07/27/23 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 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" STEEL FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400 051 24" CONCRETE FLARED END SECTION EA 3,500.0000 7,000.00 2.000 7,000 052 REMOVE CULVERT (LF) LF 60.0000 9,000.00 134.000 8,040 053 REMOVE DOWNDRAIN (EA) EA 3,500.0000 7,000.00 2.000 7,000 054 REMOVE HEADWALL EA 650.0000 1,950.00 3.000 1,950 055 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 420.0000 24,780.00 58.600 24,612 METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 1,400.00 140.000 1,400 057 MINOR CONCRETE (CURB) (CY) CY 1,450.0000 34,800.00 4.800 6,960.00 23.800 34,510 058 MISCELLANEOUS IRON AND STEEL LB 20.0000 19,120.00 956.000 19,120 (F) 059 REMOVE PAVEMENT MARKER EA 1.0000 98.00 117.000 117 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 21,500.00 762.000 19,050.00 762.000 19,050 061 REMOVE ROADSIDE SIGN (WOOD POST) EA 135.0000 2,700.00 14.000 1,890.00 14.000 1,890 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,560.00 84.520 1,014.24 84.520 1,014 (0.063"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 962.50 40.000 500.00 40.000 500 (0.080"-UNFRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 400.00 0.000 0 (0.063"-FRAMED) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 5,880.00 270.080 5,671.68 270.080 5,671 (0.080"-FRAMED) 066 ROADSIDE SIGN - ONE POST EA 600.0000 10,800.00 13.000 7,800.00 13.000 7,800 067 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 110.0000 110.00 0.000 0 POST 068 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,875.0000 3,750.00 2.000 3,750.00 2.000 3,750 BOX POST) 069 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,800.0000 15,200.00 4.000 15,200.00 4.000 15,200 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 46,640.00 1,073.000 47,212.00 1,073.000 47,212 071 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 50.0000 45,500.00 737.000 36,850.00 737.000 36,850 072 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 82.0000 24,600.00 300.000 24,600.00 300.000 24,600 POST) 073 TRANSITION RAILING (TYPE WB-31) EA 5,400.0000 5,400.00 0.000 0 074 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,300.0000 9,200.00 4.000 9,200.00 4.000 9,200 075 MAX-TENSION MEDIAN TERMINAL EA 16,000.0000 64,000.00 4.000 64,000.00 4.000 64,000 076 REMOVE GUARDRAIL LF 11.0000 12,100.00 1,100.000 12,100 PROGRAM CAS145 PAGE 4 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 07:08 PM ESTIMATE NO. 008 BID OPENING 07/27/23 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 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 30.0000 14,700.00 513.000 15,390.00 513.000 15,390 WET NIGHT VISIBILITY) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.1500 110,250.00 37,184.000 117,129.60 37,184.000 117,129 (ENHANCED WET NIGHT VISIBILITY) 079 12" THERMOPLASTIC TRAFFIC STRIPE LF 16.0000 16,640.00 1,034.000 16,544.00 1,034.000 16,544 (ENHANCED WET NIGHT VISIBILITY) 080 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 12,825.00 2,089.000 1,566.75 17,535.000 13,151 081 12" RUMBLE STRIP (ASPHALT CONCRETE STA 90.0000 24,300.00 258.870 23,298.30 258.870 23,298 PAVEMENT) 082 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 580.0000 16,820.00 30.120 17,469.60 30.120 17,469 083 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 48.0000 14,400.00 312.000 14,976.00 312.000 14,976 (BROKEN 17-7) 084 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 93,600.00 16,501.000 99,006.00 16,501.000 99,006 (BROKEN 36-12) 085 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 50.0000 38,500.00 770.000 38,500.00 770.000 38,500 (WARRANTY) 086 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 50.0000 19,500.00 384.000 19,200.00 384.000 19,200 (WARRANTY) (BROKEN 36-12) 087 TRAFFIC MONITORING STATION SYSTEM LS 52,412.0000 52,412.00 0.663 34,749.16 0.663 34,749 088 CAMERA SYSTEMS LS 92,562.0000 92,562.00 0.562 52,019.84 0.562 52,019 089 MODIFYING HIGH SPEED WEIGH-IN-MOTION LS 323,300.0000 323,300.00 0.306 98,929.80 0.999 322,976 SYSTEM 090 MODIFYING LIGHTING SYSTEMS LS 268,743.0000 268,743.00 0.580 155,870.94 0.720 193,494 PROGRAM CAS145 PAGE 5 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 07:08 PM ESTIMATE NO. 008 BID OPENING 07/27/23 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 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 990,310.91 8,702,471.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,600.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 990,310.91 8,708,071.24 091 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,792,735.00 TOTAL WORK COMPLETED 990,310.91 9,708,071.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -60,000.00 -135,000.00 TOTAL 930,310.91 9,573,071.24 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 09/14/23 130 00/00/00 03/12/24 10/20/24 125 13 0 0 88% 96% PROGRESS IS SATISFACTORY AMRIT BRAR RESIDENT ENGINEER