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 07/21/26 EST. NO. 001 TIME 06:28 AM R.E. NAME: KABBANI, MUHIEDDINE 04-0W7004 --------------------------------------------------------------------------- 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 07/21/26 EST. NO. 001 TIME 06:28 AM R.E. NAME: KABBANI, MUHIEDDINE 04-0W7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W7004 TIME 06:28 AM ESTIMATE NO. 001 BID OPENING 12/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KABBANI, MUHIEDDINE DATE OF THIS ESTIMATE 07/21/26 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-152-12.9/21.8 ----------------------- A. TEICHERT & SON, INC. DBA SANTA CLARA COUNTY NEAR GILROY FROM 0.1 TEICHERT CONSTRUCTION MILE EAST OF FERGUSON ROAD TO 0.2 MILE 3500 AMERICAN RIVER DR WEST OF ROUTE 156 SEPARATION SACRAMENTO CA 95864 FED. AID NO. HSNH-P152(101)E INSTALL RUMBLE STRIPS, CURVE WARNING SIGNS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 500,000.0000 500,000.00 0.150 75,000.00 0.150 75,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 47,538.0900 47,538.09 0.500 23,769.05 0.500 23,769 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.050 30,000.00 0.050 30,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 384.8700 31,559.34 26.000 10,006.62 26.000 10,006 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 10.0000 5,600.00 0.000 0 010 TRAFFIC DRUM EA 76.5300 10,714.20 7.000 535.71 7.000 535 011 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 100.0000 20,000.00 9.000 900.00 9.000 900 SYSTEM 012 TEMPORARY BARRIER SYSTEM LF 14.6400 197,640.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 24,539.0000 24,539.00 0.100 2,453.90 0.100 2,453 014 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 148.8300 12,204.06 0.000 0 SYSTEM (TYPE 1) 015 TEMPORARY CRASH CUSHION TL-3 EA 2,717.6200 141,316.24 8.000 21,740.96 8.000 21,740 016 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 2,500.9900 5,001.98 0.340 850.34 0.340 850 SYSTEM 017 JOB SITE MANAGEMENT LS 79,796.2000 79,796.20 0.100 7,979.62 0.100 7,979 018 STORMWATER POLLUTION PREVENTION PLAN LS 1,950.0000 1,950.00 0.250 487.50 0.250 487 019 STORMWATER SAMPLING AND ANALYSIS DAY EA 270.0000 3,780.00 0.000 0 020 STORMWATER ANNUAL REPORT EA 3,000.0000 3,000.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 310.0000 14,880.00 48.000 14,880.00 48.000 14,880 022 TEMPORARY FIBER ROLL LF 4.4300 48,730.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W7004 TIME 06:28 AM ESTIMATE NO. 001 BID OPENING 12/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KABBANI, MUHIEDDINE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 140,000.0000 140,000.00 0.150 21,000.00 0.150 21,000 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8500 38,420.00 0.000 0 STRIPE (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 1.0000 6,210.00 0.000 0 026 REMOVE CONCRETE (CY) CY 308.9900 4,325.86 0.000 0 027 CLEARING AND GRUBBING (LS) LS 52,925.7000 52,925.70 0.150 7,938.86 0.150 7,938 028 ROADWAY EXCAVATION CY 92.0000 161,000.00 129.000 11,868.00 129.000 11,868 029 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 255.4300 837,810.40 2,076.000 530,272.68 2,076.000 530,272 DEPOSITED LEAD) 030 DITCH EXCAVATION CY 285.8400 2,572.56 0.000 0 031 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 892.8600 4,464.30 1.000 892.86 1.000 892 032 HYDROMULCH SQFT 0.0800 5,072.00 0.000 0 033 FIBER ROLLS LF 3.3200 48,140.00 0.000 0 034 HYDROSEED SQFT 0.1800 11,412.00 0.000 0 035 COMPOST (CY) CY 91.8400 18,368.00 0.000 0 036 INCORPORATE MATERIALS SQFT 0.2000 3,620.00 0.000 0 037 CLASS 2 AGGREGATE SUBBASE CY 214.2600 13,926.90 30.000 6,427.80 30.000 6,427 038 CLASS 2 AGGREGATE BASE (CY) CY 125.3400 285,775.20 1,000.000 125,340.00 1,000.000 125,340 039 PRIME COAT TON 963.6000 9,636.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 140.0000 635,600.00 0.000 0 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 1,700,150.00 0.000 0 042 TACK COAT TON 1,593.5500 73,303.30 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 254,925.00 0.000 0 044 REMOVE BASE AND SURFACING CY 180.0000 13,140.00 0.000 0 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,550.3900 22,751.95 0.000 0 (F) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 4,954.7916 11,891.50 0.000 0 (F) 047 24" REINFORCED CONCRETE PIPE LF 177.5400 209,497.20 0.000 0 048 18" CORRUGATED STEEL PIPE (.109" THICK) LF 441.3900 28,690.35 0.000 0 049 18" STEEL FLARED END SECTION EA 1,534.9600 3,069.92 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W7004 TIME 06:28 AM ESTIMATE NO. 001 BID OPENING 12/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KABBANI, MUHIEDDINE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 ABANDON INLET EA 1,367.2800 1,367.28 0.000 0 052 REMOVE CULVERT (LF) LF 14.7000 7,203.00 0.000 0 053 REMOVE INLET EA 1,332.1200 2,664.24 0.000 0 054 MINOR CONCRETE (MISCELLANEOUS CY 1,143.7100 32,023.88 0.000 0 CONSTRUCTION) 055 MISCELLANEOUS IRON AND STEEL LB 5.8100 4,892.02 0.000 0 (F) 056 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 17,750.00 0.000 0 057 TREATMENT BEST MANAGEMENT PRACTICE EA 112.2500 2,020.50 0.000 0 MARKER 058 REMOVE ROADSIDE SIGN (WOOD POST) EA 76.5300 382.65 0.000 0 059 REMOVE ROADSIDE SIGN PANEL EA 86.7300 4,770.15 0.000 0 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.5100 10,714.20 406.000 10,357.06 406.000 10,357 (0.063"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.4500 1,953.15 87.000 1,953.15 87.000 1,953 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 44.9000 11,674.00 143.000 6,420.70 143.000 6,420 (0.063"-FRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.7100 11,070.10 284.000 10,141.64 284.000 10,141 (0.080"-FRAMED) 064 ROADSIDE SIGN - ONE POST EA 484.6900 8,724.42 0.000 0 065 ROADSIDE SIGN - TWO POST EA 1,836.7300 1,836.73 0.000 0 066 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 178.5700 9,821.35 0.000 0 POST 067 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 53.0600 58,896.60 0.000 0 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 115.6500 67,077.00 0.000 0 069 TRANSITION RAILING (TYPE AGT) EA 5,612.2500 22,449.00 0.000 0 070 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,530.6100 4,591.83 0.000 0 071 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,877.5500 23,265.30 0.000 0 072 BURIED POST END ANCHOR (TYPE B-F) EA 3,877.5500 3,877.55 0.000 0 073 CONCRETE BARRIER TRANSITION LF 1,423.8800 85,432.80 0.000 0 (F) 074 REMOVE GUARDRAIL LF 7.6500 3,442.50 275.000 2,103.75 275.000 2,103 075 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 20.2500 16,200.00 0.000 0 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 175,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W7004 TIME 06:28 AM ESTIMATE NO. 001 BID OPENING 12/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KABBANI, MUHIEDDINE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 8" THERMOPLASTIC TRAFFIC STRIPE LF 12.0000 32,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 078 12" THERMOPLASTIC TRAFFIC STRIPE LF 15.0000 8,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 079 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,680.00 0.000 0 080 6" RUMBLE STRIP (ASPHALT CONCRETE STA 30.0000 8,400.00 0.000 0 PAVEMENT) 081 12" RUMBLE STRIP (ASPHALT CONCRETE STA 35.0000 32,900.00 0.000 0 PAVEMENT) 082 CONTRAST STRIPE PAINT (1-COAT) LF 16.0000 7,200.00 0.000 0 083 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 32.0000 10,560.00 0.000 0 (WARRANTY) 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 085 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 8,000.0000 8,000.00 0.000 0 086 MODIFYING TRAFFIC MONITORING STATIONS LS 8,000.0000 8,000.00 0.000 0 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 36" PRECAST CONCRETE PIPE INLET LF 2,114.5000 6,343.50 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 ABANDON CULVERT (LF) LF 30.0000 18,600.00 0.000 0 091 SAND BACKFILL CY 250.0000 17,250.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W7004 TIME 06:28 AM ESTIMATE NO. 001 BID OPENING 12/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KABBANI, MUHIEDDINE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 935,570.20 935,570.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 935,570.20 935,570.20 092 MOBILIZATION LS 750,000.0000 750,000.00 0.750 562,500.00 0.750 562,500 ORIGINAL CONTRACT AMOUNT 7,889,591.00 TOTAL WORK COMPLETED 1,498,070.20 1,498,070.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,498,070.20 1,498,070.20 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 02/17/26 160 04/23/26 04/23/26 02/24/27 25 49 0 0 19% 16% PROGRESS IS SATISFACTORY KABBANI, MUHIEDDINE RESIDENT ENGINEER