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 11/21/25 EST. NO. 010 TIME 02:35 PM R.E. NAME: SEYOUM, KASSAYE 01-0H5504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0006 14,120.67 E.W. @ F.A.(+) 110425 N 0040.0 002 0004-1 139,557.91 A.C. @ U.P.(-) 091725 N 4 DAO CORRECTING ENTRY 0004-2 -126,458.14 091725 N 4 DAO CORRECTING ENTRY 0005 -12,787.91 102025 N 05 0006 -1,920.95 112025 N 6 005 0004 2,500.00 E.W. @ F.A.(+) 110425 N 0041.0 006 0006 6,913.26 E.W. @ F.A.(+) 100625 N 0042.0 0007 5,759.67 100725 N 0043.0 007 0011 186.51 E.W. @ F.A.(+) 053025 N 0026.0 0012 21,380.32 080125 N 0027.0 015 0001 -208,204.50 A.C. @ L.S.(-) 102125 N 1 016 0001 11,709.49 E.W. @ F.A.(+) 101525 N 0033.0 0002 11,567.07 101625 N 0034.0 0003 31,135.64 101725 N 0035.0 0004 5,543.74 102025 N 0036.0 0005 6,736.78 102125 N 0037.0 0006 7,530.70 102225 N 0038.0 0007 52,430.42 102325 N 0039.0 019 0001 1,887.45 E.W. @ F.A.(+) 103125 N 0044.0 -30,411.87 TOTAL THIS ESTIMATE 86,280.33 TOTAL PREVIOUS ESTIMATE 55,868.46 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 11/21/25 EST. NO. 010 TIME 02:35 PM R.E. NAME: SEYOUM, KASSAYE 01-0H5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CCO 15 HAMBURG -208,204.50 009 OUT OF STATE INSP -1,000.00 009 QA COMPACTION HMA -6,421.87 009 ADD QA COMPACTIN HMA -1,687.50 010 RTN CCO 15 HAMBURG 208,204.50 010 206,517.00 -9,109.37 EQUAL EMPLOYMENT OPPORTUNITY MSSG FHWA 1391 -10,000.00 007 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 11/24 DEDUCT -10,000.00 001 PER 4/25 LTR DEDUCT -5,000.00 003 RELEASE 1//24 DEDUCT 10,000.00 003 DEDUCT LTTR 7/2025 -2,000.00 006 DEDUCT LTTR 8/2025 -10,000.00 007 RTN LTTR 4/25 5,000.00 007 RTN LTTR 7/2025 2,000.00 007 DEDUCT LTTR 10/2025 -6,000.00 009 DEDUCT LTTR 11/2025 -6,000.00 010 -6,000.00 -22,000.00 TOTAL DEDUCTIONS 200,517.00 -41,109.37 PROGRAM CAS145 PAGE 1 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5504 TIME 02:35 PM ESTIMATE NO. 010 BID OPENING 07/31/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 11/21/25 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-101-55.0/64.9 ----------------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR LONGVALE FROM 2.6 580 W BEACH STREET MILES SOUTH OF ARNOLD BRIDGE OVERHEAD WATSONVILLE CA 95076 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99 FED. AID NO. ACNH-Q101(427)E HMA, RHMA, AND COLD PLANE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (LS) LS 297,930.0000 297,930.00 0.095 28,303.35 0.900 268,137 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 90,000.0000 90,000.00 1.000 90,000 006 CONSTRUCTION AREA SIGNS LS 10,100.0000 10,100.00 0.750 7,575 007 TRAFFIC CONTROL SYSTEM LS 911,400.0000 911,400.00 0.095 86,583.00 0.900 820,260 008 STATIONARY IMPACT ATTENUATOR VEHICLE LS 48,000.0000 48,000.00 0.095 4,560.00 0.900 43,200 (LS) 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 12,050.0000 12,050.00 0.095 1,144.75 0.900 10,845 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,300.0000 15,300.00 0.095 1,453.50 0.900 13,770 011 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.095 3,800.00 0.900 36,000 012 WATER POLLUTION CONTROL PROGRAM LS 5,500.0000 5,500.00 0.090 495.00 0.900 4,950 013 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 848.0000 848.00 0.000 0 CONTROL) 014 TEMPORARY MULCH SQYD 7.7200 7,256.80 0.000 0 015 TEMPORARY CHECK DAM LF 7.6500 4,819.50 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 236.0000 13,452.00 48.000 11,328 017 TEMPORARY FIBER ROLL LF 4.8000 8,640.00 100.000 480 018 TEMPORARY GRAVEL BAG BERM LF 11.1000 41,070.00 0.000 0 019 TEMPORARY REINFORCED SILT FENCE LF 8.8900 16,002.00 0.000 0 020 STREET SWEEPING LS 57,120.0000 57,120.00 0.095 5,426.40 0.900 51,408 021 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.000 0 022 TREATED WOOD WASTE LB 0.3300 47,520.00 7,780.000 2,567.40 40,440.000 13,345 PROGRAM CAS145 PAGE 2 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5504 TIME 02:35 PM ESTIMATE NO. 010 BID OPENING 07/31/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 12,100.0000 12,100.00 0.750 9,075 024 TEMPORARY HIGH-VISIBILITY FENCE LF 4.1500 8,756.50 2,080.000 8,632 025 CLEARING AND GRUBBING (LS) LS 11,250.0000 11,250.00 1.000 11,250 026 SHOULDER BACKING TON 71.3500 179,802.00 0.000 0 027 IMPORTED BORROW (CY) CY 144.0000 74,880.00 0.000 0 028 WOOD MULCH CY 62.0000 23,560.00 0.000 0 029 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.3200 9,504.00 0.000 0 030 CRACK TREATMENT LNMI 5,200.0000 208,000.00 0.000 0 031 REPLACE ASPHALT CONCRETE SURFACING CY 481.0000 1,111,110.00 2,110.000 1,014,910 032 HOT MIX ASPHALT (TYPE A) TON 135.0000 5,832,000.00 354.600 47,871.00 39,150.380 5,285,301 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 190.0000 7,106,000.00 32,283.970 6,133,954 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 270.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 51,300.00 16,442.000 49,326.00 16,442.000 49,326 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 3,780.00 0.000 0 037 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 56,100.00 360.000 39,600.00 360.000 39,600 AREA) 038 TACK COAT TON 1,058.3300 190,499.40 185.640 196,468 039 REMOVE ASPHALT CONCRETE DIKE LF 1.8200 33,670.00 17,973.000 32,710 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6600 946,960.00 341,985.500 909,681 041 8" ENTRANCE TAPER EA 1,480.0000 59,200.00 40.000 59,200.00 40.000 59,200 042 12" ENTRANCE TAPER EA 2,500.0000 7,500.00 3.000 7,500.00 3.000 7,500 043 REMOVE ENTRANCE TAPER EA 105.0000 4,515.00 43.000 4,515.00 43.000 4,515 044 REMOVE OVERSIDE DRAIN EA 350.0000 4,550.00 0.000 0 045 MODIFY INLET EA 3,300.0000 29,700.00 0.000 0 046 FRAME AND GRATE EA 4,300.0000 64,500.00 9.000 38,700.00 9.000 38,700 047 CHAIN LINK FENCE (TYPE CL-6, MINI-MESH) LF 180.0000 9,360.00 52.000 9,360 048 4' CHAIN LINK GATE (TYPE CL-6, EA 550.0000 550.00 1.000 550 MINI-MESH) 049 REMOVE PAVEMENT MARKER EA 0.1000 655.00 6,550.000 655 PROGRAM CAS145 PAGE 3 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5504 TIME 02:35 PM ESTIMATE NO. 010 BID OPENING 07/31/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GUARD RAILING DELINEATOR EA 14.0000 5,600.00 52.000 728.00 52.000 728 051 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 29,655.00 0.000 0 052 REMOVE ROADSIDE SIGN EA 150.0000 13,350.00 28.000 4,200.00 84.000 12,600 053 RELOCATE SIGN PANEL EA 150.0000 450.00 3.000 450.00 3.000 450 054 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 42.5000 7,225.00 106.250 4,515.63 160.250 6,810 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.2000 9,990.00 185.300 4,113.66 433.670 9,627 (0.063"-UNFRAMED) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 12,240.00 263.000 4,471.00 710.500 12,078 (0.080"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.5000 2,898.00 48.500 1,673.25 83.670 2,886 (0.063"-FRAMED) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.1500 11,421.00 68.000 1,438.20 530.250 11,214 (0.080"-FRAMED) 059 ROADSIDE SIGN - ONE POST EA 550.0000 41,250.00 30.000 16,500.00 75.000 41,250 060 ROADSIDE SIGN - TWO POST EA 850.0000 11,900.00 6.000 5,100.00 14.000 11,900 061 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 7,800.00 18.000 2,700.00 50.000 7,500 POST 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0000 418,810.00 2,700.000 83,700.00 3,300.000 102,300 064 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.5000 15,800.00 0.000 0 065 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 610,300.00 0.000 0 066 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 120.0000 8,640.00 0.000 0 067 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 55.0000 715.00 12.500 687 068 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 27,000.00 2.000 2,700.00 4.000 5,400 071 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,950.0000 102,700.00 2.000 7,900.00 6.000 23,700 072 ALTERNATIVE CRASH CUSHION TL-3 EA 38,900.0000 38,900.00 1.000 38,900 073 REMOVE GUARDRAIL LF 3.0000 43,140.00 2,825.000 8,475.00 3,587.500 10,762 074 RECONSTRUCT GUARDRAIL LF 53.0000 139,920.00 187.500 9,937 075 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.5000 14,025.00 0.000 0 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 480.00 492.000 314.88 784.000 501 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 4 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5504 TIME 02:35 PM ESTIMATE NO. 010 BID OPENING 07/31/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 185.60 260.000 166.40 260.000 166 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 61,568.00 70,357.000 45,028.48 96,025.000 61,456 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 079 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 268,200.00 173,038.000 155,734.20 254,920.000 229,428 (ENHANCED WET NIGHT VISIBILITY) 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,140.00 600.000 1,200.00 600.000 1,200 (ENHANCED WET NIGHT VISIBILITY) 081 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 3,780.00 1,378.000 4,134.00 1,378.000 4,134 (ENHANCED WET NIGHT VISIBILITY) 082 6" RUMBLE STRIP (ASPHALT CONCRETE STA 46.7500 18,232.50 379.000 17,718 PAVEMENT) 083 6" SINUSOIDAL RUMBLE STRIP GROUND-IN STA 46.7500 21,505.00 452.000 21,131 INDENTATIONS (ASPHALT CONCRETE PAVEMENT) 084 12" RUMBLE STRIP (ASPHALT CONCRETE STA 46.7500 23,375.00 492.000 23,001 PAVEMENT) 085 12" SINUSOIDAL RUMBLE STRIP GROUND-IN STA 46.7500 23,375.00 491.000 22,954 INDENTATIONS (ASPHALT CONCRETE PAVEMENT) 086 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 320.00 0.000 0 (BROKEN 12-3) 087 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 50,040.00 0.000 0 (WARRANTY) 088 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5000 8,400.00 0.000 0 (WARRANTY) (BROKEN 36-12) 089 MODIFYING TRAFFIC MONITORING STATIONS LS 280,000.0000 280,000.00 0.845 236,600 090 REMOVING TRAFFIC MONITORING STATIONS LS 7,000.0000 7,000.00 1.000 7,000 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 CHANNELIZER (SURFACE MOUNTED) EA 95.0000 8,360.00 77.000 7,315 093 TEMPORARY BARRIER SYSTEM LF 22.0000 73,040.00 2,940.000 64,680 094 TEMPORARY CRASH CUSHION TL-3 EA 1,250.0000 16,250.00 11.000 13,750 095 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 8,050.0000 32,200.00 4.000 32,200 BOX POST, TYPE L) 096 TRANSITION RAILING (TYPE AGT) EA 4,900.0000 78,400.00 13.000 63,700 097 REMOVE BURIED POST END ANCHOR EA 200.0000 3,600.00 4.000 800.00 7.000 1,400 098 BURIED POST END ANCHOR (TYPE B-F) EA 1,600.0000 28,800.00 4.000 6,400.00 7.000 11,200 099 CONCRETE BARRIER TRANSITION LF 1,140.0000 294,120.00 201.000 229,140 (F) 100 REMOVE CONCRETE BARRIER TRANSITION LF 565.0000 27,120.00 48.000 27,120 PROGRAM CAS145 PAGE 5 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5504 TIME 02:35 PM ESTIMATE NO. 010 BID OPENING 07/31/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 743,488.10 16,582,016.64 ADJUSTMENT OF COMPENSATION -209,813.59 -483,447.93 EXTRA WORK 179,401.72 539,316.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 713,076.23 16,637,885.10 101 MOBILIZATION LS 2,290,000.0000 2,290,000.00 1.000 2,290,000 ORIGINAL CONTRACT AMOUNT 22,900,700.30 TOTAL WORK COMPLETED 713,076.23 18,927,885.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 200,517.00 -41,109.37 TOTAL 913,593.23 18,886,775.73 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 09/18/24 170 10/21/24 10/21/24 01/15/26 104 166 -2 0 88% 62% PROGRESS IS SATISFACTORY SEYOUM, KASSAYE RESIDENT ENGINEER