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 05/26/24 EST. NO. 003 TIME 03:32 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 05/26/24 EST. NO. 003 TIME 03:32 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 05/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 03:32 PM ESTIMATE NO. 003 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 05/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 05/26/24 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 21.000 94,500.00 44.000 198,000 004 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 0.060 930.00 0.535 8,292 007 TRAFFIC CONTROL SYSTEM LS 443,343.5000 443,343.50 0.160 70,934.96 0.340 150,736 008 TYPE III BARRICADE EA 95.0000 475.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.7000 55,650.00 33,663.000 23,564 010 PLASTIC TRAFFIC DRUMS EA 75.0000 12,750.00 21.000 1,575 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 115.0000 8,970.00 21.000 2,415.00 52.000 5,980 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 1.0000 930.00 44.000 44 013 TEMPORARY BARRIER SYSTEM LF 8.7500 297,500.00 15,600.000 136,500 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,800.0000 16,800.00 0.160 2,688.00 0.340 5,712 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,400.0000 27,000.00 1.000 5,400 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.160 8,000.00 0.340 17,000 017 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 0.000 0 020 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 0.160 1,600.00 0.160 1,600 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 960.00 522.000 522 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 05/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 03:32 PM ESTIMATE NO. 003 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 05/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 05/26/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 ROADWAY EXCAVATION CY 55.0000 216,700.00 1,968.700 108,278 025 SHOULDER BACKING TON 100.0000 10,000.00 0.000 0 026 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 3,600.00 8.750 1,750.00 8.750 1,750 (F) 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 750.00 0.000 0 028 HYDROMULCH SQFT 0.0500 14,550.00 0.000 0 029 HYDROSEED SQFT 0.0900 26,190.00 0.000 0 030 COMPOST (CY) CY 80.3000 70,664.00 0.000 0 031 INCORPORATE MATERIALS SQFT 0.0300 8,490.00 0.000 0 032 CLASS 2 AGGREGATE SUBBASE CY 68.0000 114,240.00 257.000 17,476.00 718.000 48,824 033 CRACK AND SEAT SQYD 3.5000 82,250.00 11,716.000 41,006.00 11,716.000 41,006 034 ASPHALT-RUBBER BINDER TON 1,500.0000 127,500.00 46.400 69,600.00 46.400 69,600 035 PRECOATED AGGREGATE (SEAL COAT) TON 475.0000 247,000.00 275.860 131,033.50 275.860 131,033 036 HOT MIX ASPHALT (TYPE A) TON 110.0000 2,629,000.00 6,357.980 699,377.80 11,601.300 1,276,143 037 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 1,068,600.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 24,300.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 2,490.00 0.000 0 040 TACK COAT TON 650.0000 49,400.00 12.480 8,112.00 14.230 9,249 041 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 8,930.00 2,682.000 2,682 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 120,725.00 29,191.000 80,275 043 CONTINUOUSLY REINFORCED CONCRETE CY 690.0000 883,200.00 0.000 0 PAVEMENT 044 JOINTED PLAIN CONCRETE PAVEMENT CY 760.0000 676,400.00 0.000 0 045 REMOVE CONCRETE PAVEMENT AND BASE CY 100.0000 165,000.00 1,125.600 112,560 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,800.0000 36,100.00 0.000 0 (F) 047 STRESS REDUCING SLAB CY 1,750.0000 35,000.00 10.000 17,500.00 10.000 17,500 048 24" REINFORCED CONCRETE PIPE LF 250.0000 37,500.00 64.000 16,000 049 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 33,000.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 05/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 03:32 PM ESTIMATE NO. 003 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 05/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 05/26/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 24" CONCRETE FLARED END SECTION EA 3,500.0000 7,000.00 0.000 0 052 REMOVE CULVERT (LF) LF 60.0000 9,000.00 70.000 4,200 053 REMOVE DOWNDRAIN (EA) EA 3,500.0000 7,000.00 0.000 0 054 REMOVE HEADWALL EA 650.0000 1,950.00 0.000 0 055 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 420.0000 24,780.00 0.000 0 METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 1,400.00 0.000 0 057 MINOR CONCRETE (CURB) (CY) CY 1,450.0000 34,800.00 0.000 0 058 MISCELLANEOUS IRON AND STEEL LB 20.0000 19,120.00 0.000 0 (F) 059 REMOVE PAVEMENT MARKER EA 1.0000 98.00 77.000 77 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 21,500.00 0.000 0 061 REMOVE ROADSIDE SIGN (WOOD POST) EA 135.0000 2,700.00 0.000 0 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,560.00 0.000 0 (0.063"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 962.50 0.000 0 (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 0.000 0 (0.080"-FRAMED) 066 ROADSIDE SIGN - ONE POST EA 600.0000 10,800.00 0.000 0 067 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 0.000 0 BOX POST) 069 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,800.0000 15,200.00 0.000 0 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 46,640.00 0.000 0 071 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 50.0000 45,500.00 0.000 0 072 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 82.0000 24,600.00 0.000 0 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 0.000 0 075 MAX-TENSION MEDIAN TERMINAL EA 16,000.0000 64,000.00 0.000 0 076 REMOVE GUARDRAIL LF 11.0000 12,100.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 03:32 PM ESTIMATE NO. 003 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 05/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 05/26/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 WET NIGHT VISIBILITY) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.1500 110,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 079 12" THERMOPLASTIC TRAFFIC STRIPE LF 16.0000 16,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 080 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 12,825.00 15,166.000 11,374 081 12" RUMBLE STRIP (ASPHALT CONCRETE STA 90.0000 24,300.00 0.000 0 PAVEMENT) 082 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 580.0000 16,820.00 0.000 0 083 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 48.0000 14,400.00 0.000 0 (BROKEN 17-7) 084 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 93,600.00 0.000 0 (BROKEN 36-12) 085 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 50.0000 38,500.00 0.000 0 (WARRANTY) 086 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 50.0000 19,500.00 0.000 0 (WARRANTY) (BROKEN 36-12) 087 TRAFFIC MONITORING STATION SYSTEM LS 52,412.0000 52,412.00 0.000 0 088 CAMERA SYSTEMS LS 92,562.0000 92,562.00 0.000 0 089 MODIFYING HIGH SPEED WEIGH-IN-MOTION LS 323,300.0000 323,300.00 0.000 0 SYSTEM 090 MODIFYING LIGHTING SYSTEMS LS 268,743.0000 268,743.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X1604 TIME 03:32 PM ESTIMATE NO. 003 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 05/20/24 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 05/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,166,923.26 2,503,079.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,166,923.26 2,503,079.64 091 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.200 200,000.00 0.950 950,000 ORIGINAL CONTRACT AMOUNT 10,792,735.00 TOTAL WORK COMPLETED 1,366,923.26 3,453,079.64 MATERIALS ON HAND ON SITE 65,956.00 65,956.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 1,422,879.26 3,489,035.64 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 10/08/24 43 9 0 0 32% 33% PROGRESS IS SATISFACTORY AMRIT BRAR RESIDENT ENGINEER