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 09/19/25 EST. NO. 006 TIME 02:17 PM R.E. NAME: NGUYEN, KHOA 08-1J7204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 -125,448.00 A.C. @ L.S.(-) 070125 N 6 004 0001 3,665.51 E.W. @ F.A.(+) 050125 N 1 006 0001 54,631.50 A.C. @ U.P.(+) 072525 N 6 -67,150.99 TOTAL THIS ESTIMATE 80,013.05 TOTAL PREVIOUS ESTIMATE 12,862.06 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 09/19/25 EST. NO. 006 TIME 02:17 PM R.E. NAME: NGUYEN, KHOA 08-1J7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7204 TIME 02:17 PM ESTIMATE NO. 006 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NGUYEN, KHOA DATE OF THIS ESTIMATE 09/19/25 LOCATION PROGRESS ESTIMATE 08-SBD-40-S0.0/S0.8 ----------------- 08-SBD-40-0.0/R15.0 SULLY-MILLER CONTRACTING SAN BERNARDINO COUNTY IN AND NEAR BARSTOW COMPANY FROM 0.1 MILE WEST OF ROBERTA STREET TO 135 S. STATE COLLEGE BLVD #40 MONTARA ROAD AND FROM ROUTE 15 TO 0.4 MILE BREA CA 92821 EAST OF LAVA WASH BRIDGE FED. AID NO. ACIM-401(92)E REPLACE AC SURFACING, COLD PLANE AC PAVEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 672,000.00 36.000 100,800.00 141.000 394,800 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 12.000 2,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 91,000.0000 91,000.00 0.500 45,500 006 TRAFFIC CONTROL SYSTEM LS 2,517,000.0000 2,517,000.00 0.150 377,550.00 0.590 1,485,030 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,275.0000 306,000.00 102.000 130,050 008 CHANNELIZER (SURFACE MOUNTED) EA 59.0000 16,520.00 96.000 5,664.00 96.000 5,664 009 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 40.6700 19,521.60 72.000 2,928.24 276.000 11,224 SYSTEM 010 TEMPORARY BARRIER SYSTEM LF 46.0000 386,400.00 2,360.000 108,560.00 4,680.000 215,280 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 13,500.0000 108,000.00 4.000 54,000 013 TEMPORARY CRASH CUSHION TL-3 EA 4,200.0000 147,000.00 23.000 96,600.00 23.000 96,600 014 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.150 15,000.00 0.590 59,000 015 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 0.750 2,250 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,750.0000 5,500.00 0.000 0 CONTROL) 018 TEMPORARY SOIL BINDER SQYD 3.6000 216,000.00 0.000 0 019 TEMPORARY COVER SQYD 8.5500 8,550.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 9,000.00 20.000 9,000 021 TEMPORARY FIBER ROLL LF 6.1000 36,600.00 4,500.000 27,450 022 TEMPORARY GRAVEL BAG BERM LF 18.1000 36,200.00 1,500.000 27,150 PROGRAM CAS145 PAGE 2 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7204 TIME 02:17 PM ESTIMATE NO. 006 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NGUYEN, KHOA DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 5.1500 15,450.00 2,250.000 11,587 024 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 3.000 15,000 025 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.750 5,625 026 TREATED WOOD WASTE LB 0.3400 126,820.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 173,000.0000 173,000.00 0.150 25,950.00 0.590 102,070 028 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 029 NOISE MONITORING LS 10,000.0000 10,000.00 1.000 10,000 030 TEMPORARY HIGH-VISIBILITY FENCE LF 50.0000 50,000.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 145,000.0000 145,000.00 1.000 145,000 032 DUST PALLIATIVE LS 35,000.0000 35,000.00 1.000 35,000 033 ROADWAY EXCAVATION CY 200.0000 60,000.00 300.000 60,000 034 SHOULDER BACKING TON 30.0000 141,900.00 4,515.000 135,450 035 STRUCTURE EXCAVATION (ROCK SLOPE CY 65.0000 377,260.00 5,804.000 377,260 PROTECTION) 036 STRUCTURE BACKFILL (SLURRY CEMENT) CY 345.0000 172,500.00 0.000 0 (F) 037 ROCK BLANKET SQFT 130.0000 15,600.00 150.000 19,500 038 DECOMPOSED GRANITE SQFT 5.0000 1,260,000.00 0.000 0 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,740.0000 5,220.00 0.000 0 040 HYDROSEED SQFT 0.7600 29,488.00 0.000 0 041 LEAN CONCRETE BASE RAPID SETTING CY 920.0000 110,400.00 110.000 101,200 042 BASE BOND BREAKER SQYD 3.5000 2,625.00 750.000 2,625 043 REPLACE ASPHALT CONCRETE SURFACING CY 380.0000 1,900,000.00 5,616.950 2,134,441 044 HOT MIX ASPHALT (TYPE A) TON 119.5000 4,182,500.00 23,599.780 2,820,173 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 133.0000 13,300,000.00 99,884.610 13,284,653 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 4,920.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 198,000.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 36,150.00 0.000 0 049 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 86.0000 103,200.00 0.000 0 AREA) PROGRAM CAS145 PAGE 3 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7204 TIME 02:17 PM ESTIMATE NO. 006 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NGUYEN, KHOA DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 1,000.0000 25,000.00 202.170 202,170 051 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 390.0000 11,700.00 35.000 13,650 052 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 40,000.00 156,992.000 39,248 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 2,784,000.00 772,600.000 3,090,400 054 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 780.0000 140,400.00 150.000 117,000 055 ISOLATION JOINT SEAL (SILICONE) LF 15.0000 13,500.00 420.000 6,300 056 PEDESTRIAN BARRICADE EA 15,000.0000 15,000.00 0.500 7,500.00 1.000 15,000 057 ADJUST OVERSIDE DRAIN EA 1,400.0000 70,000.00 36.000 50,400.00 36.000 50,400 058 ADJUST FRAME AND COVER TO GRADE EA 3,500.0000 14,000.00 4.000 14,000 059 MODIFY DOWNDRAIN EA 2,000.0000 100,000.00 49.000 98,000.00 49.000 98,000 060 PARTIALLY GROUTED ROCK SLOPE PROTECTION CY 315.0000 1,667,925.00 2,604.860 820,530.90 5,273.702 1,661,216 (150 LB, CLASS III, METHOD B) (CY) 061 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 308.0000 184,800.00 455.510 140,297.08 455.510 140,297 METHOD B) (CY) 062 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.0000 108,628.00 1,800.000 23,400.00 8,356.000 108,628 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 MINOR CONCRETE (CURB) (CY) CY 1,900.0000 19,000.00 10.000 19,000 065 DETECTABLE WARNING SURFACE SQFT 65.0000 14,300.00 251.000 16,315 066 MINOR CONCRETE (CURB AND GUTTER) CY 890.0000 17,800.00 20.000 17,800 067 MINOR CONCRETE (SIDEWALK) CY 965.0000 57,900.00 60.000 57,900 068 REMOVE CURB LF 50.0000 5,000.00 100.000 5,000 069 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 80.0000 17,600.00 220.000 17,600 070 REMOVE CONCRETE (CURB AND GUTTER) LF 34.6800 7,282.80 210.000 7,282 071 PRE/POST CONSTRUCTION SURVEYS EA 1,700.0000 11,900.00 7.000 11,900 072 TEMPORARY DESERT TORTOISE FENCE LF 16.4000 75,440.00 3,450.000 56,580 073 GUARD RAILING DELINEATOR EA 38.0000 22,800.00 0.000 0 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 25,655.00 753.000 2,635.50 753.000 2,635 075 REMOVE ROADSIDE SIGN EA 450.0000 2,700.00 0.000 0 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 35.0000 16,100.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7204 TIME 02:17 PM ESTIMATE NO. 006 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NGUYEN, KHOA DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 840.00 0.000 0 (0.063"-UNFRAMED) 078 ROADSIDE SIGN - TWO POST EA 2,500.0000 15,000.00 0.000 0 079 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.3000 879,530.00 0.000 0 080 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 45.8000 249,610.00 0.000 0 081 TRANSITION RAILING (TYPE AGT) EA 4,150.0000 174,300.00 0.000 0 082 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,855.0000 64,925.00 0.000 0 083 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,380.0000 306,600.00 0.000 0 084 CONCRETE BARRIER TRANSITION LF 1,075.0000 822,375.00 205.000 220,375.00 205.000 220,375 (F) 085 REMOVE GUARDRAIL LF 8.2000 191,060.00 690.000 5,658.00 690.000 5,658 086 REMOVE CONCRETE BARRIER LF 1,350.0000 6,750.00 5.000 6,750.00 10.000 13,500 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 8,600.00 4,545.000 9,090.00 4,545.000 9,090 089 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.0000 33,840.00 2,349.000 14,094.00 2,349.000 14,094 090 6" RUMBLE STRIP (ASPHALT CONCRETE STA 81.0000 243,810.00 3,010.000 243,810 PAVEMENT) 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750 SYSTEM ELEMENTS DURING CONSTRUCTION 092 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 102,400.0000 102,400.00 0.095 9,728 093 MODIFYING TRAFFIC MONITORING STATIONS LS 5,600.0000 5,600.00 0.095 532 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.6500 322,400.00 20,183.000 13,118.95 20,183.000 13,118 (BROKEN 36-12) PROGRAM CAS145 PAGE 5 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7204 TIME 02:17 PM ESTIMATE NO. 006 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NGUYEN, KHOA DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,144,901.67 28,143,962.72 ADJUSTMENT OF COMPENSATION -70,816.50 4,059.55 EXTRA WORK 3,665.51 8,802.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,077,750.68 28,156,824.78 096 MOBILIZATION LS 3,750,000.0000 3,750,000.00 1.000 3,750,000 ORIGINAL CONTRACT AMOUNT 39,875,395.40 TOTAL WORK COMPLETED 2,077,750.68 31,906,824.78 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,077,750.68 31,906,824.78 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 02/10/25 240 04/07/25 04/07/25 03/26/26 116 2 0 0 78% 48% PROGRESS IS SATISFACTORY NGUYEN, KHOA RESIDENT ENGINEER