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. 005 TIME 11:37 AM R.E. NAME: CHEN, PENG 01-0F7104 --------------------------------------------------------------------------- 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 09/19/25 EST. NO. 005 TIME 11:37 AM R.E. NAME: CHEN, PENG 01-0F7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 004 RELEASE FHWA W/HOLD 10,000.00 005 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER 4/25 LTR DEDUCT -5,000.00 002 PER 7/25 LTR DEDUDT -8,000.00 003 PER 8/25 LTR DEDUCT -10,000.00 004 0.00 -23,000.00 TOTAL DEDUCTIONS 10,000.00 -23,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F7104 TIME 11:37 AM ESTIMATE NO. 005 BID OPENING 09/12/24 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: CHEN, PENG DATE OF THIS ESTIMATE 09/19/25 LOCATION PROGRESS ESTIMATE 01-MEN-1-6.4/9.5 ----------------- GHILOTTI CONSTRUCTION COMPANY, MENDOCINO COUNTY NEAR GUALALA FROM 0.3 INC. MILE NORTH OF HAVENS NECK DRIVE TO GYPSY 246 GHILOTTI AVENUE FLAT ROAD AND FROM 0.5 MILE TO 0.2 MILE SANTA ROSA CA 95407 SOUTH OF IVERSEN ROAD FED. AID NO. HSST-S001(667)E HMA-A, ROADWAY EXCAVATION, AND MECHANICALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,900.0000 2,900.00 1.000 2,900 002 TIME-RELATED OVERHEAD (LS) LS 65,000.0000 65,000.00 0.267 17,355.00 0.900 58,500 003 DEVELOP WATER SUPPLY LS 1,300.0000 1,300.00 0.150 195.00 0.900 1,170 004 CONSTRUCTION AREA SIGNS LS 12,880.0000 12,880.00 0.150 1,932.00 0.900 11,592 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.267 106,800.00 0.900 360,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 4,700.0000 4,700.00 0.267 1,254.90 0.900 4,230 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,500.0000 12,500.00 0.267 3,337.50 0.900 11,250 008 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.267 3,204.00 0.900 10,800 009 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 010 TEMPORARY EROSION CONTROL BLANKET SQYD 16.0000 26,240.00 0.000 0 011 TEMPORARY COVER SQYD 13.0000 21,320.00 0.000 0 012 TEMPORARY CHECK DAM LF 70.0000 14,000.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 2,400.00 0.000 0 014 TEMPORARY FIBER ROLL LF 13.0000 29,510.00 2,830.000 36,790 015 TEMPORARY GRAVEL BAG BERM LF 100.0000 31,000.00 15.000 1,500 016 TEMPORARY SILT FENCE LF 16.0000 4,640.00 504.000 8,064 017 STREET SWEEPING LS 43,920.0000 43,920.00 0.267 11,726.64 0.900 39,528 018 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 019 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 775.0000 3,875.00 0.000 0 020 WATER QUALITY MONITORING REPORT EA 2,000.0000 2,000.00 0.000 0 021 WATER QUALITY ANNUAL REPORT EA 1,000.0000 1,000.00 0.000 0 022 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 0.450 18,000.00 1.000 40,000 PROGRAM CAS145 PAGE 2 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F7104 TIME 11:37 AM ESTIMATE NO. 005 BID OPENING 09/12/24 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: CHEN, PENG 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 TREATED WOOD WASTE LB 2.0000 1,060.00 0.000 0 024 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 25,000.0000 25,000.00 0.130 3,250.00 0.900 22,500 025 AQUATIC SPECIES PROTECTION AND LS 4,990.0000 4,990.00 0.267 1,332.33 0.900 4,491 RELOCATION 026 INVASIVE SPECIES CONTROL LS 18,000.0000 18,000.00 0.267 4,806.00 0.900 16,200 027 CONTRACTOR SUPPLIED ARBORIST LS 10,000.0000 10,000.00 1.000 10,000 028 TEMPORARY HIGH-VISIBILITY FENCE LF 12.0000 55,320.00 5,235.000 62,820 029 CLEARING AND GRUBBING (LS) LS 146,200.0000 146,200.00 0.150 21,930.00 0.900 131,580 030 ROADWAY EXCAVATION CY 100.0000 571,000.00 200.000 20,000.00 5,339.000 533,900 031 SHOULDER BACKING TON 120.0000 20,400.00 150.000 18,000.00 150.000 18,000 032 PLANT (GROUP H) EA 125.0000 7,500.00 0.000 0 033 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0 034 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 185.0000 39,405.00 0.000 0 (F) LINE) 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,190.4000 1,190.40 0.000 0 036 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4600 17,986.00 0.000 0 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9200 9,660.00 0.000 0 038 FIBER ROLLS LF 5.6500 8,249.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 186,000.00 210.000 63,000.00 588.360 176,508 040 HOT MIX ASPHALT (TYPE A) TON 215.0000 619,200.00 2,050.840 440,930.60 2,053.840 441,575 041 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 3.00 1.550 1.55 1.550 1 INTERLAYER) 042 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 9.1300 16,981.80 1,064.500 9,718.89 1,064.500 9,718 FABRIC) 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 50.0000 8,500.00 0.000 0 044 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 920.0000 3,680.00 0.000 0 AREA) 045 TACK COAT TON 2,000.0000 18,000.00 4.500 9,000.00 4.500 9,000 046 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.0000 59,040.00 8,840.000 53,040.00 9,840.000 59,040 047 REMOVE ASPHALT CONCRETE DIKE LF 27.0000 4,320.00 160.000 4,320.00 160.000 4,320 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 82,060.00 0.000 0 049 RAIL ELEMENT WALL SQFT 125.0000 9,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F7104 TIME 11:37 AM ESTIMATE NO. 005 BID OPENING 09/12/24 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: CHEN, PENG 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 MECHANICALLY STABILIZED EMBANKMENT SQFT 200.0000 326,600.00 1,088.000 217,600.00 1,388.000 277,600 (F) 051 STRUCTURAL CONCRETE, HEADWALL CY 13,000.0000 39,000.00 3.000 39,000.00 3.000 39,000 (F) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 10,500.0000 42,000.00 4.000 42,000.00 4.000 42,000 (F) 053 12" ALTERNATIVE PIPE CULVERT LF 340.0000 27,540.00 39.500 13,430.00 71.500 24,310 054 30" ALTERNATIVE PIPE CULVERT LF 940.0000 54,520.00 58.000 54,520 055 36" ALTERNATIVE PIPE CULVERT LF 1,050.0000 59,850.00 57.000 59,850.00 57.000 59,850 056 12" REINFORCED CONCRETE PIPE LF 365.0000 16,790.00 35.000 12,775.00 35.000 12,775 057 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 16,800.00 0.000 0 (.064" THICK) 058 12" ANCHOR ASSEMBLY EA 500.0000 3,500.00 0.000 0 059 36" CORRUGATED STEEL PIPE INLET (.168" LF 2,400.0000 12,000.00 5.000 12,000.00 5.000 12,000 THICK) 060 12" ALTERNATIVE FLARED END SECTION EA 670.0000 1,340.00 1.000 670.00 1.000 670 061 30" ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050 062 36" ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 063 REMOVE CULVERT (LF) LF 140.0000 18,200.00 90.000 12,600.00 130.000 18,200 064 REMOVE PIPE (LF) LF 85.0000 18,700.00 0.000 0 065 REMOVE DOWNDRAIN (EA) EA 13,000.0000 13,000.00 1.000 13,000.00 1.000 13,000 066 ADJUST FRAME AND COVER TO GRADE EA 2,100.0000 4,200.00 0.000 0 067 ROCK SLOPE PROTECTION (150 LB, CLASS CY 672.0000 7,392.00 3.000 2,016.00 11.000 7,392 III, METHOD B) (CY) 068 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 383.0000 8,809.00 23.000 8,809.00 23.000 8,809 METHOD B) (CY) 069 ROCK SLOPE PROTECTION (GRAVEL FILTER) CY 380.0000 7,600.00 16.000 6,080.00 20.000 7,600 070 MISCELLANEOUS IRON AND STEEL LB 17.0000 7,582.00 210.000 3,570.00 210.000 3,570 (F) 071 RELOCATE MAILBOX EA 950.0000 8,550.00 0.000 0 072 FENCE (TYPE WM, WOOD POST) LF 70.0000 7,700.00 0.000 0 073 REMOVE WOOD FENCE LF 80.0000 1,440.00 0.000 0 074 REMOVE FENCE (TYPE WM) LF 50.0000 5,000.00 0.000 0 075 RECONSTRUCT WOOD FENCE LF 125.0000 82,500.00 0.000 0 076 DELINEATOR (CLASS 1) EA 100.0000 2,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F7104 TIME 11:37 AM ESTIMATE NO. 005 BID OPENING 09/12/24 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: CHEN, PENG 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 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,300.00 0.000 0 078 MARKER (CULVERT) EA 50.0000 300.00 2.000 100.00 2.000 100 079 REMOVE ABANDONED UTILITY POLE EA 1,000.0000 3,000.00 3.000 3,000 080 RELOCATE ROADSIDE SIGN-ONE POST EA 350.0000 2,100.00 0.000 0 081 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 56.0000 26,880.00 480.000 26,880.00 480.000 26,880 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 14,960.00 0.000 0 083 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 300.0000 3,300.00 0.000 0 084 CABLE RAILING LF 95.0000 20,900.00 0.000 0 (F) 085 END CAP (3/4 WRAP END SECTION) EA 200.0000 400.00 0.000 0 086 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,800.0000 3,600.00 0.000 0 087 ALTERNATIVE IN-LINE TERMINAL TL-2 EA 4,000.0000 12,000.00 0.000 0 088 BURIED POST END ANCHOR (TYPE B-S) EA 3,500.0000 3,500.00 0.000 0 089 REMOVE GUARDRAIL LF 10.0000 960.00 96.000 960.00 116.000 1,160 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 15,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 REMOVE CATV COAX CABLE LF 7.9200 9,504.00 1,200.000 9,504 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 CULVERT SLURRY-CEMENT BACKFILL CY 380.0000 5,624.00 0.000 0 094 ROADWAY EXCAVATION (TOPSOIL) CY 460.0000 20,240.00 44.000 20,240 PROGRAM CAS145 PAGE 5 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F7104 TIME 11:37 AM ESTIMATE NO. 005 BID OPENING 09/12/24 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: CHEN, PENG 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 1,287,774.41 2,733,259.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,287,774.41 2,733,259.04 095 MOBILIZATION LS 325,000.0000 325,000.00 0.050 16,250.00 1.000 325,000 ORIGINAL CONTRACT AMOUNT 3,962,961.20 TOTAL WORK COMPLETED 1,304,024.41 3,058,259.04 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -23,000.00 TOTAL 1,314,024.41 3,035,259.04 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 01/07/25 310 01/22/25 03/24/25 09/26/25 55 0 0 0 75% 18% PROGRESS IS SATISFACTORY CHEN, PENG RESIDENT ENGINEER