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 11/22/25 EST. NO. 007 TIME 08:58 AM R.E. NAME: SALMAN, RIDWAN 07-370404 --------------------------------------------------------------------------- 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 11/22/25 EST. NO. 007 TIME 08:58 AM R.E. NAME: SALMAN, RIDWAN 07-370404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2G SUBS MISSING -893,096.15 005 B2G SUBS MISSING 893,096.15 007 893,096.15 0.00 TOTAL DEDUCTIONS 893,096.15 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-370404 TIME 08:58 AM ESTIMATE NO. 007 BID OPENING 01/07/25 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: SALMAN, RIDWAN DATE OF THIS ESTIMATE 11/22/25 LOCATION PROGRESS ESTIMATE 07-LA-5-R59.5/R73.7 ----------------- GRIFFITH COMPANY LOS ANGELES COUNTY FROM LAKE HUGHES ROAD 3050 E. BIRCH ST UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA BREA CA 92821 DEL LAGO ROAD OVERCROSSING. FED. AID NO. ACIM-053(999)E COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPH ------------------------------------------------------------------------------------------------------------------------------------ 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 4,700.0000 2,585,000.00 17.000 79,900.00 126.000 592,200 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 20,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 35,590.0000 35,590.00 0.031 1,103.29 0.525 18,684 006 TRAFFIC CONTROL SYSTEM LS 2,750,000.0000 2,750,000.00 0.031 85,250.00 0.203 558,250 007 CHANNELIZER (SURFACE MOUNTED) EA 56.0000 7,840.00 90.000 5,040 008 TEMPORARY BARRIER SYSTEM LF 25.0000 630,000.00 11,750.000 293,750 009 TEMPORARY CRASH CUSHION TL-3 EA 225.0000 36,000.00 160.000 36,000 010 JOB SITE MANAGEMENT LS 250,000.0000 250,000.00 0.031 7,750.00 0.241 60,250 011 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.031 155.00 0.230 1,150 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,500.0000 1,500.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 21,000.00 321.000 112,350 015 TEMPORARY FIBER ROLL LF 4.8500 186,240.00 0.000 0 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 6,000.00 0.000 0 017 STREET SWEEPING LS 125,000.0000 125,000.00 0.031 3,875.00 0.241 30,125 018 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.031 232.50 0.228 1,710 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 7,440.00 17,963.000 7,185 STRIPE (HAZARDOUS WASTE) 020 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.0000 6,200.00 3,100.000 6,200 MARKING (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.3000 14,820.00 49,400.000 14,820 022 ROADWAY EXCAVATION CY 46.0000 175,260.00 425.000 19,550 PROGRAM CAS145 PAGE 2 DATE 11/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-370404 TIME 08:58 AM ESTIMATE NO. 007 BID OPENING 01/07/25 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: SALMAN, RIDWAN DATE OF THIS ESTIMATE 11/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 525.0000 52,500.00 0.000 0 DEPOSITED LEAD) 024 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,137.0000 6,274.00 0.000 0 025 BONDED FIBER MATRIX (SQFT) SQFT 0.2100 10,038.00 0.000 0 026 PERMANENT EROSION CONTROL ESTABLISHMENT LS 75,000.0000 75,000.00 0.000 0 WORK 027 CLASS 3 AGGREGATE BASE (CY) CY 200.0000 94,000.00 0.000 0 028 LEAN CONCRETE BASE RAPID SETTING CY 595.0000 238,000.00 0.000 0 029 BASE BOND BREAKER SQYD 1.0000 950.00 0.000 0 030 REPLACE ASPHALT CONCRETE SURFACING CY 530.0000 678,400.00 1,548.000 820,440 031 HOT MIX ASPHALT (TYPE A) TON 130.0000 1,300,000.00 2,269.000 294,970.00 6,419.000 834,470 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 148.0000 19,832,000.00 -5,000.000 -740,000.00 88,088.000 13,037,024 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 360,750.00 78,226.000 254,234.50 78,226.000 254,234 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 10,660.00 1,301.000 4,228.25 1,301.000 4,228 035 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.2500 6,077.50 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 31,492.50 2,417.000 7,855.25 2,417.000 7,855 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2500 34,125.00 2,077.000 6,750.25 2,077.000 6,750 038 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 100.0000 800.00 0.000 0 AREA) 039 TACK COAT TON 725.0000 217,500.00 5.590 4,052.75 287.590 208,502 040 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 77,200.00 88,750.000 177,500 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 3,030,000.00 675,294.270 2,025,882 042 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,430.0000 414,700.00 0.000 0 043 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,650.0000 313,500.00 0.000 0 RANDOM 044 DRILL AND BOND (DOWEL BAR) EA 55.0000 58,850.00 0.000 0 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 108,000.00 0.000 0 (F) 046 DPP INFILTRATION AREA (ROCK INFILL) CY 258.0000 165,120.00 160.000 41,280.00 640.000 165,120 047 24" REINFORCED CONCRETE PIPE LF 315.0000 283,500.00 351.000 110,565.00 775.000 244,125 048 18" CORRUGATED STEEL PIPE (.064" THICK) LF 150.0000 13,500.00 90.000 13,500.00 90.000 13,500 049 24" CORRUGATED STEEL PIPE (.064" THICK) LF 325.0000 19,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-370404 TIME 08:58 AM ESTIMATE NO. 007 BID OPENING 01/07/25 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: SALMAN, RIDWAN DATE OF THIS ESTIMATE 11/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ABANDON INLET EA 2,500.0000 5,000.00 2.000 5,000 051 ABANDON PIPELINE EA 2,500.0000 5,000.00 2.000 5,000 052 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 053 REMOVE PIPE (LF) LF 70.0000 10,500.00 40.000 2,800.00 125.000 8,750 054 REMOVE INLET EA 2,000.0000 8,000.00 4.000 8,000 055 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 056 CELLULAR CONFINEMENT SYSTEM (SQFT) SQFT 12.0000 144,000.00 3,000.000 36,000.00 12,000.000 144,000 057 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 550.0000 4,950.00 0.000 0 METHOD B) (CY) 058 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 320.0000 60,800.00 190.000 60,800.00 190.000 60,800 METHOD B) (CY) 059 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.5000 3,750.00 500.000 3,750.00 500.000 3,750 060 MISCELLANEOUS IRON AND STEEL LB 5.0000 16,850.00 0.000 0 (F) 061 REMOVE PAVEMENT MARKER EA 1.0000 830.00 830.000 830 062 GUARD RAILING DELINEATOR EA 30.0000 207,300.00 729.000 21,870.00 5,715.000 171,450 063 PAVEMENT MARKER EA 9.0000 122,400.00 0.000 0 (RETROREFLECTIVE-RECESSED) 064 TREATMENT BEST MANAGEMENT PRACTICE EA 326.0000 1,956.00 0.000 0 MARKER 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5000 1,100.00 0.000 0 (0.080"-UNFRAMED) 066 ROADSIDE SIGN - ONE POST EA 1,320.0000 2,640.00 0.000 0 067 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 35.5500 3,053,745.00 9,012.000 320,376.60 72,861.500 2,590,226 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 77.0000 1,324,400.00 0.000 0 069 TRANSITION RAILING (TYPE AGT) EA 3,900.0000 42,900.00 0.000 0 070 END CAP (TYPE A) EA 644.0000 1,288.00 0.000 0 071 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,317.0000 69,801.00 9.000 11,853.00 43.000 56,631 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,805.0000 7,610.00 2.000 7,610 074 CONCRETE BARRIER (TYPE 60SD) LF 1,050.0000 199,500.00 25.000 26,250.00 328.000 344,400 075 CONCRETE BARRIER TRANSITION LF 1,200.0000 180,000.00 100.000 120,000 (F) 076 REMOVE GUARDRAIL LF 5.0000 343,000.00 9,087.000 45,435.00 71,161.500 355,807 PROGRAM CAS145 PAGE 4 DATE 11/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-370404 TIME 08:58 AM ESTIMATE NO. 007 BID OPENING 01/07/25 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: SALMAN, RIDWAN DATE OF THIS ESTIMATE 11/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE BARRIER LF 300.0000 3,900.00 21.000 6,300 078 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 92,510.00 0.000 0 079 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 6,150.00 0.000 0 080 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 13,440.00 26,456.000 10,582 081 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,180.00 1,090.000 2,180 082 12" RUMBLE STRIP (ASPHALT CONCRETE STA 69.0000 190,440.00 0.000 0 PAVEMENT) 083 12" TRAFFIC STRIPE TAPE LF 10.0000 40,000.00 0.000 0 (WARRANTY)(RECESSED) 084 CONTRAST STRIPE PAINT (2-COAT) LF 0.3000 15,390.00 0.000 0 085 6" TRAFFIC STRIPE TAPE LF 2.0000 1,460.00 0.000 0 (WARRANTY)(RECESSED) (BROKEN 17-7) 086 6" TRAFFIC STRIPE TAPE LF 2.0000 888,000.00 0.000 0 (WARRANTY)(RECESSED) (BROKEN 36-12) 087 6" TRAFFIC STRIPE TAPE LF 5.3000 1,637,700.00 0.000 0 (WARRANTY)(RECESSED) 088 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 089 TRAFFIC MONITORING STATION SYSTEM LS 198,000.0000 198,000.00 0.000 0 090 CAMERA SYSTEMS LS 54,000.0000 54,000.00 0.000 0 091 MODIFYING LIGHTING SYSTEMS LS 274,000.0000 274,000.00 0.000 0 092 MODIFYING TRAFFIC MONITORING STATIONS LS 160,000.0000 160,000.00 0.000 0 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 100.0000 29,000.00 0.000 0 095 MINOR CONCRETE (MINOR STRUCTURE) CY 3,200.0000 12,160.00 0.000 0 (F) 096 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,651.0000 226,362.00 10.000 36,510.00 49.000 178,899 PROGRAM CAS145 PAGE 5 DATE 11/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-370404 TIME 08:58 AM ESTIMATE NO. 007 BID OPENING 01/07/25 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: SALMAN, RIDWAN DATE OF THIS ESTIMATE 11/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 741,346.39 23,657,013.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 741,346.39 23,657,013.99 097 MOBILIZATION LS 3,628,896.0000 3,628,896.00 0.050 181,444.80 1.000 3,628,896 ORIGINAL CONTRACT AMOUNT 47,662,735.00 TOTAL WORK COMPLETED 922,791.19 27,285,909.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 893,096.15 0.00 TOTAL 1,815,887.34 27,285,909.99 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 02/27/25 800 04/24/25 04/24/25 08/06/27 126 20 0 0 56% 23% PROGRESS IS SATISFACTORY SALMAN, RIDWAN RESIDENT ENGINEER