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 12/15/25 EST. NO. 024 TIME 09:36 AM R.E. NAME: MOSALLAI MOJTABA 01-0E11U4 --------------------------------------------------------------------------- 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 0009 540.00 E.W. @ F.A.(+) 103125 N 0061.0 005 0005 1,988.73 E.W. @ F.A.(+) 102425 N 0063.0 010 0004 575.82 E.W. @ F.A.(+) 100825 N 0064.0 0005 968.60 100925 N 0065.0 0006 1,955.90 112025 N 0066.0 6,029.05 TOTAL THIS ESTIMATE 448,999.99 TOTAL PREVIOUS ESTIMATE 455,029.04 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 12/15/25 EST. NO. 024 TIME 09:36 AM R.E. NAME: MOSALLAI MOJTABA 01-0E11U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON PERF-SIGNAL OP -5,000.00 012 NON-PERF 5,000.00 014 25% PER FAILURE -5,205.63 016 RELEASE PER FAILURE 5,205.63 022 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 3/24 LTR DEDUCT -3,000.00 002 PER 4/24 LTR DEDUCT -2,000.00 003 PER 5/24 LTR DEDUCT -1,000.00 004 RELEASE 3/24 DEDUCT 3,000.00 004 RELEASE 4/24 DEDUCT 2,000.00 004 PER 7/24 LTR DEDUCT -10,000.00 006 DEDUCT LTTR 12/24 -5,000.00 012 RTN LTTR 7/24 10,000.00 012 RELEASE 12/24 DEDUCT 5,000.00 014 RELEASE 5/24 DEDUCT 1,000.00 016 PER 8/25 LTR DEDUCT -5,000.00 020 RTN DEDUCT PER 8/25 5,000.00 021 PER 10/25 LTR DEDUCT -4,000.00 022 PER 11/25 LTR DEDUCT -9,000.00 023 0.00 -13,000.00 TOTAL DEDUCTIONS 0.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 01-MEN-1-31.1/31.6 ------------------------------ GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR ELK FROM 0.2 MILE 580 W BEACH STREET SOUTH OF ELK CREEK BRIDGE TO 0.2 MILE WATSONVILLE CA 95076 NORTH OF ELK CREEK BRIDGE FED. AID NO. ACST-S001(662)E STRUCTURAL CONC BRIDGE, TEMP BRIDGE AND BA ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 610,000.0000 610,000.00 0.006 3,660.00 1.000 610,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 20,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 14,055.0000 14,055.00 0.300 4,216.50 1.000 14,055 007 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.006 1,350.00 1.000 225,000 008 TYPE III BARRICADE EA 100.0000 800.00 5.000 500.00 8.000 800 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 320.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 95.0000 10,450.00 129.000 12,255 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 40,000.0000 40,000.00 0.006 240.00 1.000 40,000 SYSTEMS (LS) 012 TEMPORARY BARRIER SYSTEM LF 40.0000 102,400.00 400.000 16,000.00 1,840.000 73,600 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.006 300.00 1.000 50,000 014 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 6,500.0000 78,000.00 12.000 78,000 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.006 300.00 1.000 50,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.150 750.00 0.900 4,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 23,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 48,600.00 3.000 1,800.00 20.000 12,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 4.2500 11,262.50 400.000 1,700.00 750.000 3,187 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,600.0000 6,400.00 2.000 3,200 CONTROL) 022 TEMPORARY MULCH SQYD 2.0000 3,240.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 25.0000 7,000.00 15.000 375.00 105.000 2,625 024 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 7.000 2,800 025 TEMPORARY FIBER ROLL LF 5.6000 8,400.00 1,950.000 10,920 026 TEMPORARY GRAVEL BAG BERM LF 22.0000 31,020.00 50.000 1,100.00 110.000 2,420 027 TEMPORARY REINFORCED SILT FENCE LF 9.4000 7,520.00 960.000 9,024 028 TEMPORARY SILT FENCE LF 5.4500 4,360.00 400.000 2,180.00 1,520.000 8,284 029 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000 030 TEMPORARY CONSTRUCTION ROADWAY SQYD 93.0000 79,050.00 850.000 79,050 031 STREET SWEEPING LS 55,000.0000 55,000.00 0.006 330.00 1.000 55,000 032 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.006 60.00 1.000 10,000 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 4,000.00 1.000 500.00 20.000 10,000 034 WATER QUALITY MONITORING REPORT EA 500.0000 2,000.00 4.000 2,000 035 WATER QUALITY ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 235,000.0000 235,000.00 0.026 6,110.00 1.000 235,000 037 WORK AREA MONITORING (BRIDGE) LS 8,284.0000 8,284.00 1.000 8,284 038 TREATED WOOD WASTE LB 0.5000 3,905.00 7,707.000 3,853 039 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 57,760.0000 57,760.00 0.006 346.56 1.000 57,760 040 NATURAL RESOURCE PROTECTION PLAN LS 4,120.0000 4,120.00 1.000 4,120 041 FISH PROTECTION LS 35,000.0000 35,000.00 0.026 910.00 1.000 35,000 042 INVASIVE SPECIES CONTROL LS 30,000.0000 30,000.00 1.000 30,000 043 HYDROACOUSTIC MONITORING LS 48,330.0000 48,330.00 1.000 48,330 044 BAT AND BIRD EXCLUSION DEVICES LS 20,000.0000 20,000.00 1.000 20,000 045 TEMPORARY WILDLIFE EXCLUSION FENCE LF 30.0000 30,300.00 1,070.000 32,100 046 TEMPORARY HIGH-VISIBILITY FENCE LF 9.5000 2,090.00 0.000 0 047 TEMPORARY CONSTRUCTION MAT (LS) LS 12,000.0000 12,000.00 1.000 12,000 048 CLEARING AND GRUBBING (LS) LS 173,000.0000 173,000.00 1.000 173,000 049 ROADWAY EXCAVATION CY 63.0000 257,670.00 4,055.000 255,465 PROGRAM CAS145 PAGE 3 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CHANNEL EXCAVATION CY 90.0000 85,500.00 237.500 21,375.00 950.000 85,500 051 SHOULDER BACKING TON 150.0000 6,900.00 54.240 8,136 052 STRUCTURE EXCAVATION (TYPE D) CY 400.0000 356,400.00 891.000 356,400 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 450.0000 243,000.00 540.000 243,000 (F) 054 DITCH EXCAVATION CY 90.0000 900.00 10.000 900 055 SELECTED MATERIAL (STREAM BANK) CY 121.0000 24,200.00 200.000 24,200 056 IMPORTED BORROW (CY) CY 120.0000 312,000.00 2,475.000 297,000 057 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 7.0000 2,870.00 410.000 2,870 B1 058 SUBGRADE ENHANCEMENT GEOGRID SQYD 5.0000 2,050.00 410.000 2,050 059 GEOSYNTHETIC REINFORCEMENT SQYD 13.0000 10,400.00 800.000 10,400 060 SOIL DECOMPACTION SQFT 0.5000 5,800.00 11,600.000 5,800 061 PLANT (GROUP H) EA 80.0000 41,600.00 516.000 41,280 062 WOODY DEBRIS EA 500.0000 2,000.00 4.000 2,000 063 SOD SQYD 57.6000 15,552.00 280.000 16,128 064 PLANT ESTABLISHMENT WORK LS 74,500.0000 74,500.00 0.068 5,066 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600 066 DUFF (SQFT) SQFT 35.0000 1,890.00 54.000 1,890.00 54.000 1,890 067 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4200 22,680.00 24,100.000 10,122.00 54,000.000 22,680 068 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2700 14,580.00 24,100.000 6,507.00 54,000.000 14,580 069 FIBER ROLLS LF 6.8500 27,742.50 3,106.000 21,276 070 COMPOST (CY) CY 200.0000 58,000.00 235.000 47,000 071 INCORPORATE MATERIALS SQFT 0.3200 15,008.00 451.595 144.51 46,900.000 15,008 072 CLASS 2 AGGREGATE BASE (CY) CY 210.0000 157,500.00 750.000 157,500 073 CRACK TREATMENT LNMI 72,457.0000 21,737.10 0.300 21,737 074 HOT MIX ASPHALT (TYPE A) TON 229.0000 334,340.00 23.200 5,312.80 1,360.810 311,625 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.1500 695.40 10.000 91.50 86.000 786 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.1500 3,202.50 350.000 3,202 PROGRAM CAS145 PAGE 4 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.1500 4,300.50 466.500 4,268 078 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 805.00 7.000 805 AREA) 079 TACK COAT TON 3,500.0000 5,600.00 1.600 5,600 080 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 4,060.00 580.000 4,060 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 27,200.00 1,600.000 27,200 082 REMOVE BASE AND SURFACING CY 165.0000 29,700.00 180.000 29,700 083 TEMPORARY BRIDGE (MODULAR BRIDGE LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 SUPERSTRUCTURE) 084 FURNISH STEEL PILING (HP 14 X 89) LF 86.5000 359,148.00 4,152.000 359,148 085 DRIVE STEEL PILE (HP 14 X 89) EA 3,417.0000 225,522.00 66.000 225,522 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 117,664.0000 117,664.00 1.000 117,664 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,500.0000 270,000.00 108.000 270,000 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 2,800.0000 1,643,600.00 587.000 1,643,600 (F) 089 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,600.0000 291,200.00 182.000 291,200 (F) FIBER) 090 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,800.0000 57,600.00 32.000 57,600 (F) EQ MODIFIED) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 49,500.00 9.000 49,500 092 DRILL AND BOND DOWEL LF 150.0000 7,500.00 50.000 7,500 093 JOINT SEAL (MR 2") LF 252.0000 23,688.00 12.800 3,225.60 88.000 22,176 094 BAR REINFORCING STEEL (BRIDGE) LB 1.9100 444,204.88 232,568.000 444,204 (F) 095 BRIDGE REMOVAL LS 358,000.0000 358,000.00 1.000 358,000 096 BRIDGE REMOVAL (TEMPORARY BRIDGE LS 20,000.0000 20,000.00 1.000 20,000 SUBSTRUCTURE) 097 24" CORRUGATED STEEL PIPE (.138" THICK) LF 275.0000 19,800.00 72.000 19,800 098 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 120.0000 4,560.00 38.000 4,560 099 CLASS 3 PERMEABLE MATERIAL CY 360.0000 5,040.00 13.800 4,968 100 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 34.0000 782.00 23.000 782 101 FLUME DOWNDRAIN LF 950.0000 19,000.00 20.000 19,000 102 8" ENTRANCE TAPER EA 1,700.0000 1,700.00 1.000 1,700 103 TAPERED INLET EA 1,900.0000 3,800.00 2.000 3,800 PROGRAM CAS145 PAGE 5 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 8" ANCHOR ASSEMBLY EA 750.0000 2,250.00 3.000 2,250 105 24" WELDED STEEL PIPE CASING (BRIDGE) LF 425.0000 19,975.00 47.000 19,975 106 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500 107 SMALL-ROCK SLOPE PROTECTION CY 400.0000 2,400.00 6.000 2,400 (F) 108 ROCK SLOPE PROTECTION (150 LB, CLASS CY 750.0000 2,325.00 3.100 2,325 III, METHOD B) (CY) 109 ROOTWAD REVETMENT LS 185,000.0000 185,000.00 1.000 185,000 110 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,390.00 478.000 2,390 (F) 111 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 7,100.00 284.000 7,100 (F) 112 MISCELLANEOUS METAL (TSUNAMI UPLIFT LB 14.0000 178,346.00 12,739.000 178,346 (F) ASSEMBLY) 113 INSTALL CONDUIT TRENCH METHOD (4-2" LF 130.0000 8,450.00 65.000 8,450 HDPE) 114 INSTALL CONDUIT TRENCH IN PAVEMENT LF 110.0000 47,300.00 426.000 46,860 METHOD (4-2" HDPE) 115 FURNISH 8" CASING LF 185.0000 33,300.00 0.000 0 116 CONDUIT ON STRUCTURE (4-2" TYPE 1) LF 130.0000 23,400.00 180.000 23,400 117 INSTALL VAULT (TYPE 3) EA 15,000.0000 30,000.00 2.000 30,000 118 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 150.0000 300.00 2.000 300 119 REMOVE FENCE LF 16.0000 10,720.00 670.000 10,720 120 RESET GATE EA 5,000.0000 5,000.00 1.000 5,000 121 REMOVE PAVEMENT MARKER EA 2.0000 260.00 130.000 260 122 DELINEATOR (CLASS 1) EA 80.0000 320.00 4.000 320.00 4.000 320 123 GUARD RAILING DELINEATOR EA 16.0000 384.00 24.000 384.00 24.000 384 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 30.0000 3,900.00 56.000 1,680.00 100.000 3,000 125 MARKER (CULVERT) EA 80.0000 240.00 3.000 240.00 3.000 240 126 REMOVE ROADSIDE SIGN EA 300.0000 1,200.00 4.000 1,200.00 4.000 1,200 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 75.0000 825.00 11.000 825.00 11.000 825 (0.063"-UNFRAMED) 128 ROADSIDE SIGN - ONE POST EA 950.0000 1,900.00 2.000 1,900.00 2.000 1,900 129 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 41.5000 22,410.00 2.500 103.75 540.000 22,410 130 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 59.0000 14,750.00 250.000 14,750 PROGRAM CAS145 PAGE 6 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.5000 27,935.00 34.620 2,613.81 370.000 27,935 132 TUBULAR BICYCLE RAILING LF 95.0000 31,920.00 50.400 4,788.00 319.200 30,324 (F) 133 PEDESTRIAN RAILING LF 400.0000 72,800.00 182.000 72,800 134 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 8,200.00 2.000 8,200 135 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,575.0000 4,725.00 3.000 4,725 136 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 1.000 4,000 137 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,000.0000 80,000.00 2.000 80,000 138 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 615.0000 223,860.00 54.600 33,579.00 345.800 212,667 (F) 139 REMOVE GUARDRAIL LF 7.5000 2,175.00 282.500 2,118 140 6" THERMOPLASTIC TRAFFIC STRIPE LF 7.5000 22,125.00 1,956.000 14,670 141 THERMOPLASTIC PAVEMENT MARKING SQFT 45.0000 1,080.00 24.000 1,080 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 7.5000 40,350.00 3,426.000 25,695.00 5,634.000 42,255 (ENHANCED WET NIGHT VISIBILITY) 143 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,264.00 2,830.000 2,264 144 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 25.0000 16,000.00 640.000 16,000 145 TEMPORARY SIGNAL SYSTEMS LS 260,000.0000 260,000.00 0.006 1,560.00 1.000 260,000 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 FENCE (TYPE BW, METAL POST) LF 30.0000 24,000.00 800.000 24,000.00 800.000 24,000 148 TEMPORARY FENCE (TYPE BW) LF 45.0000 11,700.00 260.000 11,700 149 16' WIRE MESH GATE EA 7,500.0000 15,000.00 2.000 15,000 PROGRAM CAS145 PAGE 7 DATE 12/15/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E11U4 TIME 09:36 AM ESTIMATE NO. 024 BID OPENING 07/20/23 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: MOSALLAI MOJTABA DATE OF THIS ESTIMATE 12/15/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,885.03 10,434,801.20 ADJUSTMENT OF COMPENSATION 0.00 66,405.85 EXTRA WORK 6,029.05 388,623.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,914.08 10,889,830.24 150 MOBILIZATION LS 1,195,000.0000 1,195,000.00 1.000 1,195,000 ORIGINAL CONTRACT AMOUNT 11,983,837.38 TOTAL WORK COMPLETED 197,914.08 12,084,830.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -13,000.00 TOTAL 197,914.08 12,071,830.24 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 12/13/23 175 02/07/24 02/07/24 12/01/25 187 260 17 0 97% 97% PROGRESS IS SATISFACTORY MOSALLAI MOJTABA RESIDENT ENGINEER