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 09/16/25 EST. NO. 008 TIME 05:38 PM R.E. NAME: MALONZO, GENE EARL 04-0Q05U4 --------------------------------------------------------------------------- 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 09/16/25 EST. NO. 008 TIME 05:38 PM R.E. NAME: MALONZO, GENE EARL 04-0Q05U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q05U4 TIME 05:38 PM ESTIMATE NO. 008 BID OPENING 10/10/24 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: MALONZO, GENE EARL DATE OF THIS ESTIMATE 09/16/25 LOCATION PROGRESS ESTIMATE 04-SCL-152-R16.8/R23.3 ----------------- PACIFIC INFRASTRUCTURE SANTA CLARA COUNTY NEAR GILROY AT VARIOUS CONSTRUCTION, LLC LOCATIONS FROM 1.9 MILES EAST OF 871 COTTING COURT STE A BLOOMFIELD AVENUE TO 0.1 MILE WEST OF CASA VACAVILLE CA 95688 DE FRUTA UNDERCROSSING FED. AID NO. N O N E EXCAVATION, HMA, DRAINAGE, RSP, SIGNING, M ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 420,000.0000 420,000.00 0.398 167,160.00 1.000 420,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.300 7,500.00 1.000 25,000 007 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.050 19,000.00 1.000 380,000 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 4,365.00 97.000 4,365 009 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 50.0000 7,500.00 32.000 1,600.00 100.000 5,000 SYSTEM 010 TEMPORARY BARRIER SYSTEM LF 65.0000 241,800.00 3,720.000 241,800 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 20,000.00 0.050 500.00 2.000 20,000 012 TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 115,000.00 23.000 115,000 013 JOB SITE MANAGEMENT LS 185,000.0000 185,000.00 0.050 9,250.00 1.000 185,000 014 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 015 TEMPORARY COVER SQYD 7.7900 6,465.70 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 1,200.00 26.000 15,600 017 TEMPORARY REINFORCED SILT FENCE LF 25.0000 6,000.00 240.000 6,000 018 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000 019 STREET SWEEPING LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 021 TREATED WOOD WASTE LB 0.4000 33,480.00 73,456.000 29,382 022 REMOVE CONCRETE (LF) LF 300.0000 6,300.00 28.000 8,400 PROGRAM CAS145 PAGE 2 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q05U4 TIME 05:38 PM ESTIMATE NO. 008 BID OPENING 10/10/24 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: MALONZO, GENE EARL DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 15.0000 2,100.00 140.000 2,100 024 CLEARING AND GRUBBING (LS) LS 140,000.0000 140,000.00 1.000 140,000 025 ROADWAY EXCAVATION CY 165.0000 90,750.00 695.000 114,675 026 DITCH EXCAVATION CY 165.0000 72,600.00 480.000 79,200 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 18,000.00 1.000 1,000.00 6.000 6,000 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 5.0000 3,500.00 1,040.000 5,200.00 1,040.000 5,200 029 HYDROMULCH SQFT 0.2500 22,100.00 37,893.000 9,473.25 117,543.000 29,385 030 FIBER ROLLS LF 2.0000 27,200.00 1,450.000 2,900.00 12,250.000 24,500 031 HYDROSEED SQFT 0.3000 26,520.00 37,893.000 11,367.90 117,543.000 35,262 032 COMPOST (CY) CY 90.0000 13,500.00 86.000 7,740.00 186.000 16,740 033 INCORPORATE MATERIALS SQFT 1.0000 1,200.00 5,800.000 5,800.00 6,400.000 6,400 034 CLASS 2 AGGREGATE BASE (CY) CY 85.0000 22,100.00 208.000 17,680 035 REPLACE ASPHALT CONCRETE SURFACING CY 400.0000 15,200.00 38.000 15,200.00 38.000 15,200 036 HOT MIX ASPHALT (TYPE A) TON 180.0000 212,400.00 1,007.000 181,260.00 1,145.150 206,127 037 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 INTERLAYER) 038 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 3.0000 6,630.00 2,592.000 7,776.00 2,592.000 7,776 MAT) 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 22.0000 57,420.00 225.000 4,950.00 2,822.000 62,084 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 9,600.00 640.000 9,600.00 640.000 9,600 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 15.0000 131,100.00 1,123.000 16,845.00 8,440.000 126,600 042 TACK COAT TON 5,000.0000 6,000.00 1.200 6,000.00 1.200 6,000 043 REMOVE ASPHALT CONCRETE DIKE LF 16.0000 120,320.00 7,520.000 120,320 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 26,280.00 884.000 15,912.00 1,460.000 26,280 045 STRUCTURAL CONCRETE, HEADWALL CY 8,000.0000 48,000.00 0.520 4,160.00 0.520 4,160 (F) 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 35,000.00 2.750 9,625.00 10.250 35,875 (F) 047 MINOR CONCRETE (BACKFILL) CY 300.0000 16,800.00 63.000 18,900 (F) 048 18" ALTERNATIVE PIPE CULVERT LF 455.0000 113,750.00 16.750 7,621.25 126.750 57,671 049 18" CORRUGATED STEEL PIPE (.079" THICK) LF 475.0000 24,700.00 52.000 24,700 PROGRAM CAS145 PAGE 3 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q05U4 TIME 05:38 PM ESTIMATE NO. 008 BID OPENING 10/10/24 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: MALONZO, GENE EARL DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CORRUGATED STEEL PIPE (.109" THICK) LF 565.0000 38,985.00 0.000 0 051 24" STEEL FLARED END SECTION EA 4,000.0000 4,000.00 0.000 0 052 INLET DEPRESSION EA 2,000.0000 16,000.00 6.000 12,000 053 REMOVE CULVERT (LF) LF 320.0000 25,280.00 0.000 0 054 CLEANING, INSPECTING, AND PREPARING CY 65.0000 5,980.00 125.000 8,125 CULVERT (CY) 055 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 455.0000 77,350.00 190.000 86,450 METHOD A) (CY) 056 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 355.0000 21,300.00 60.000 21,300 METHOD B) (CY) 057 VOID FILLER CY 300.0000 9,900.00 33.000 9,900 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 1,950.00 401.000 2,005 059 MISCELLANEOUS IRON AND STEEL LB 8.0000 20,864.00 2,608.000 20,864 (F) 060 REMOVE PAVEMENT MARKER EA 25.0000 900.00 36.000 900.00 36.000 900 061 GUARD RAILING DELINEATOR EA 65.0000 24,050.00 348.000 22,620 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 288.00 102.000 816.00 102.000 816 063 TREATMENT BEST MANAGEMENT PRACTICE EA 50.0000 400.00 8.000 400.00 8.000 400 MARKER 064 REMOVE ROADSIDE SIGN (WOOD POST) EA 400.0000 4,000.00 10.000 4,000 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 4,730.00 86.000 4,730 (0.063"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 9,350.00 164.000 9,020 (0.080"-FRAMED) 067 ROADSIDE SIGN - ONE POST EA 400.0000 2,400.00 6.000 2,400 068 ROADSIDE SIGN - TWO POST EA 600.0000 1,800.00 3.000 1,800 069 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 600.0000 600.00 1.000 600 METHOD) 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 382,950.00 8,125.000 365,625 071 VEGETATION CONTROL (MINOR CONCRETE) SQYD 34.0000 253,300.00 4,700.000 159,800 072 CABLE RAILING LF 680.0000 10,200.00 0.000 0 (F) 073 TRANSITION RAILING (TYPE AGT) EA 2,500.0000 22,500.00 10.000 25,000 074 END CAP (TYPE A) EA 3,000.0000 3,000.00 0.000 0 075 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 47,500.00 20.000 50,000 076 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,400.0000 154,000.00 26.000 114,400 PROGRAM CAS145 PAGE 4 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q05U4 TIME 05:38 PM ESTIMATE NO. 008 BID OPENING 10/10/24 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: MALONZO, GENE EARL DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BURIED POST END ANCHOR (TYPE B-F) EA 3,000.0000 3,000.00 0.000 0 078 CONCRETE BARRIER TRANSITION LF 2,300.0000 414,000.00 164.000 377,200 (F) 079 REMOVE GUARDRAIL LF 24.0000 218,160.00 8,012.500 192,300 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 20,960.00 2,201.000 17,608.00 2,201.000 17,608 (ENHANCED WET NIGHT VISIBILITY) 081 12" RUMBLE STRIP (ASPHALT CONCRETE STA 700.0000 11,200.00 16.000 11,200.00 16.000 11,200 PAVEMENT) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 0.000 0 084 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 7,000.00 0.000 0 085 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 CONCRETE BACKFILL (PIPE TRENCH) (RAPID CY 500.0000 11,500.00 0.000 0 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 5 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q05U4 TIME 05:38 PM ESTIMATE NO. 008 BID OPENING 10/10/24 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: MALONZO, GENE EARL DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 562,864.40 4,214,047.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 399,263.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 562,864.40 4,613,310.35 088 MOBILIZATION LS 510,000.0000 510,000.00 1.000 510,000 ORIGINAL CONTRACT AMOUNT 5,130,777.70 TOTAL WORK COMPLETED 562,864.40 5,123,310.35 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 562,864.40 5,123,310.35 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 12/03/24 120 01/28/25 01/28/25 11/19/25 70 89 0 0 90% 58% PROGRESS IS SATISFACTORY MALONZO, GENE EARL RESIDENT ENGINEER