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 04/27/26 EST. NO. 016 TIME 08:53 AM R.E. NAME: SCHMIDT, MICHAEL 05-1J7804 --------------------------------------------------------------------------- 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 0011 5,669.97 E.W. @ F.A.(+) 020926 N 261541 0012 3,430.80 020926 N 0013.0 016 0001 7,450.00 E.W. @ L.S.(+) 041626 N 016 018 0001 54,900.00 A.C. @ L.S.(+) 041626 N 018 019 0001 2,640.00 E.W. @ L.S.(+) 041626 N 019 74,090.77 TOTAL THIS ESTIMATE 251,810.45 TOTAL PREVIOUS ESTIMATE 325,901.22 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 04/27/26 EST. NO. 016 TIME 08:53 AM R.E. NAME: SCHMIDT, MICHAEL 05-1J7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2410 -10,000.00 004 B2GNOW NON-COMPLIANC -10,000.00 005 MISSING CEM-2410 -40,000.00 006 B2GNOW NONCOMPLIANCE -40,000.00 007 MISSING CEM-2410 -70,000.00 007 PERFORMANCE FAILURE -429.00 007 DBE NON-COMPLIANCE -21,475.20 008 B2GNOW COMPLIANCE 40,000.00 009 CV OUT OF CTRCT COMP -742.50 009 "DBE RELEASE" 141,904.20 010 B2GNOW NON-COMPLIANC -10,000.00 010 B2GNOW COMPLIANCE 10,000.00 011 B2GNOW COMPLIANCE 10,000.00 012 B2GNOW NON-COMPLIANC -20,000.00 014 B2GNOW NON-COMPLIANC -30,000.00 015 B2GNOW COMPLIANCE 20,000.00 016 CV OUT OF CNTRT COMP -324.50 016 PFW 25% DEDUCTION -468,245.82 016 -448,570.32 -499,312.82 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 REC'D PYRLS #5 & 6 20,000.00 008 REC'D PAYROLLS #7 10,000.00 011 MISSING PAYROLLS -2,000.00 012 MISSING PAYROLLS -10,000.00 014 MISSING PAYROLLS -8,000.00 015 REC'D PYRLS #12 & 14 12,000.00 016 12,000.00 -8,000.00 TOTAL DEDUCTIONS -436,570.32 -507,312.82 PROGRAM CAS145 PAGE 1 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-101-61.7/62.1 ----------------------- CALPORTLAND CONSTRUCTION SAN LUIS OBISPO COUNTY NEAR PASO ROBLES 1625 EAST DONOVAN RD FROM 0.7 MILE NORTH OF EXLINE ROAD TO 1.0 SANTA MARIA CA 93456 MILE SOUTH OF MONTEREY ROAD FED. AID NO. HSNH-Q101(429)E CONSTRUCT UNDERCROSSING, STRUCTURAL CONCRE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 575,000.00 12.000 27,600.00 262.000 602,600 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 41,500.0000 41,500.00 0.091 3,776.50 0.999 41,458 007 TRAFFIC CONTROL SYSTEM LS 420,000.0000 420,000.00 1.000 420,000 008 TYPE III BARRICADE EA 250.0000 2,500.00 10.000 2,500 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,740.00 602.000 1,806 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 57,360.00 73,760.000 59,008 011 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 26,000.00 221.000 22,100 012 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 100.0000 3,000.00 33.000 3,300.00 33.000 3,300 PLACE) 013 TEMPORARY PAVEMENT MARKER EA 7.0000 5,810.00 936.000 6,552 014 TEMPORARY BARRIER SYSTEM LF 17.0000 360,400.00 20,760.000 352,920 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,400.0000 38,400.00 1.000 38,400 016 TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 40,500.00 11.000 49,500 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,800.0000 38,400.00 2.000 9,600.00 8.000 38,400 SYSTEM 018 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 11,250.00 2.000 1,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 845.0000 15,210.00 4.000 3,380 CONTROL) 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.3500 39,150.00 2,650.000 3,577.50 25,052.200 33,820 MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 10.0000 800.00 408.000 4,080 024 TEMPORARY DRAINAGE INLET PROTECTION EA 420.0000 2,520.00 7.000 2,940 025 TEMPORARY FIBER ROLL LF 6.0300 78,993.00 403.000 2,430.09 4,202.000 25,338 026 TEMPORARY GRAVEL BAG BERM LF 10.0000 6,000.00 0.000 0 027 TEMPORARY LARGE SEDIMENT BARRIER LF 25.2600 25,260.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 48,000.00 2.000 16,000 029 STREET SWEEPING LS 80,000.0000 80,000.00 1.000 80,000 030 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.200 2,400.00 1.000 12,000 031 TREATED WOOD WASTE LB 5.1500 5,665.00 798.000 4,109.70 932.000 4,799 032 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0400 6,451.20 1,459.000 7,353 033 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.100 10,000.00 1.000 100,000 034 ROADWAY EXCAVATION CY 40.0000 1,572,000.00 4,590.000 183,600.00 39,299.100 1,571,964 035 STRUCTURE EXCAVATION (BRIDGE) CY 180.0000 161,280.00 896.000 161,280 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 560.0000 247,520.00 442.000 247,520 (F) 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,170.0000 3,510.00 1.000 1,170.00 1.000 1,170 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.7700 41,949.00 13,905.000 24,611.85 13,905.000 24,611 039 HYDROMULCH SQFT 0.0700 7,280.00 93,194.000 6,523.58 93,194.000 6,523 040 COMPOST SOCK LF 8.1000 2,430.00 111.000 899.10 111.000 899 041 STRAW SQFT 0.0700 7,280.00 93,194.000 6,523.58 93,194.000 6,523 042 HYDROSEED SQFT 0.1300 51,220.00 230,868.000 30,012.84 230,868.000 30,012 043 COMPOST (CY) CY 68.6200 139,984.80 1,284.000 88,108.08 1,313.300 90,118 044 INCORPORATE MATERIALS SQFT 0.0600 16,020.00 155,245.000 9,314.70 155,245.000 9,314 045 CLASS 2 AGGREGATE BASE (CY) CY 79.0000 260,700.00 2,905.130 229,505 046 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,233,900.00 2,597.850 350,709.75 8,786.710 1,186,205 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 235.0000 317,250.00 1,290.760 303,328.60 1,290.760 303,328 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.6500 5,876.50 1,671.000 6,099.15 1,671.000 6,099 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 281.05 77.000 281 PROGRAM CAS145 PAGE 3 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 438.00 110.500 403.33 150.500 549 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6500 2,117.00 573.100 2,091 052 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 62.0000 6,820.00 109.080 6,762.96 109.830 6,809 AREA) 053 TACK COAT TON 825.0000 16,500.00 8.600 7,095.00 19.670 16,227 054 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 1,800.00 140.700 1,266.30 196.700 1,770 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 55,200.00 3,641.700 14,566.80 10,262.200 41,048 056 FURNISH STEEL PILING (HP 14 X 89) LF 65.0000 98,475.00 1,538.560 100,006 057 DRIVE STEEL PILE (HP 14 X 89) EA 4,400.0000 246,400.00 56.000 246,400 058 STRUCTURAL CONCRETE CY 550.0000 51,700.00 93.300 51,315 (F) 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 131,400.00 146.000 131,400 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 1,700.0000 549,100.00 290.700 494,190 (F) 061 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,500.0000 385,500.00 233.920 350,880 (F) FIBER) 062 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,500.0000 403,500.00 256.660 384,990 (F) N) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,700.0000 87,100.00 12.750 85,425 (F) 064 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 41.0000 58,343.00 141.600 5,805.60 1,423.100 58,347 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 43,954.5500 483,500.05 11.000 483,500 WIDE FLANGE GIRDER (90'-100') 066 PERMANENT TRANSPARENT DECK FORMS SQFT 70.0000 293,720.00 4,196.000 293,720 067 ERECT PRECAST PRESTRESSED CONCRETE EA 31,300.0000 344,300.00 11.000 344,300 GIRDER 068 JOINT SEAL (MR 1") LF 97.0000 18,818.00 194.000 18,818 069 BAR REINFORCING STEEL (BRIDGE) LB 1.8500 208,805.80 112,868.000 208,805 (F) 070 24" ALTERNATIVE PIPE CULVERT LF 143.0000 5,434.00 0.000 0 071 30" ALTERNATIVE PIPE CULVERT LF 130.0000 42,900.00 327.300 42,549 072 36" ALTERNATIVE PIPE CULVERT LF 200.0000 17,600.00 88.000 17,600 073 24" REINFORCED CONCRETE PIPE LF 630.0000 5,040.00 7.300 4,599 074 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 128.0000 7,040.00 54.900 7,027 075 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 185.0000 3,700.00 20.000 3,700 (.109" THICK) 076 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 9,240.00 41.700 9,174 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" ENTRANCE TAPER EA 1,500.0000 3,000.00 2.000 3,000 078 12" DOWNDRAIN SLIP JOINT EA 1,265.0000 2,530.00 2.000 2,530 079 DRAINAGE INLET MARKER EA 100.0000 400.00 4.000 400.00 4.000 400 080 36" CORRUGATED STEEL PIPE INLET (.138" LF 1,510.0000 6,040.00 4.000 6,040 THICK) 081 30" STEEL FLARED END SECTION EA 900.0000 900.00 1.000 900 082 36" ALTERNATIVE FLARED END SECTION EA 1,250.0000 1,250.00 1.000 1,250 083 INLET DEPRESSION EA 1,975.0000 3,950.00 2.000 3,950.00 2.000 3,950 084 RECONSTRUCT DRAINAGE FACILITY (EA) EA 5,800.0000 5,800.00 1.000 5,800 085 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 086 CONCRETE (DITCH LINING) CY 1,750.0000 66,500.00 37.220 65,135 087 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 46.0000 345,368.00 7,508.000 345,368.00 7,508.000 345,368 088 ROCK SLOPE PROTECTION (150 LB, CLASS CY 150.0000 4,950.00 32.900 4,935 III, METHOD B) (CY) 089 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 400.0000 400.00 1.500 600 METHOD B) (CY) 090 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 1,474.00 72.600 1,597 091 MINOR CONCRETE (CURB) (CY) CY 1,160.0000 150,800.00 122.410 141,995 092 DETECTABLE WARNING SURFACE SQFT 90.0000 6,480.00 65.500 5,895.00 65.500 5,895 093 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,380.0000 6,072.00 4.400 6,072 094 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 168,000.00 8.250 9,900.00 140.000 168,000 095 MINOR CONCRETE (CURB RAMP) CY 7,100.0000 31,240.00 4.400 31,240 096 MISCELLANEOUS IRON AND STEEL LB 3.0100 4,701.62 1,562.000 4,701 (F) 097 DESTROY WELL EA 13,200.2000 13,200.20 1.000 13,200 098 SURVEY MONUMENT (TYPE A) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 099 SURVEY MONUMENT (TYPE D) EA 2,200.0000 11,000.00 5.000 11,000.00 5.000 11,000 100 ADJUST ACCESS BOX (UTILITY) EA 2,500.0000 2,500.00 0.000 0 101 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,100.0000 2,100.00 1.000 2,100.00 1.000 2,100 102 PREPARE AND STAIN CONCRETE SQFT 27.0000 32,211.00 1,193.000 32,211.00 1,193.000 32,211 103 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 14.5000 37,845.00 1,691.300 24,523.85 2,212.300 32,078 PROGRAM CAS145 PAGE 5 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 45.7500 33,397.50 728.000 33,306 105 REMOVE FENCE LF 2.0000 2,960.00 671.000 1,342.00 2,000.800 4,001 106 REMOVE GATE EA 400.0000 400.00 1.000 400 107 REMOVE PAVEMENT MARKER EA 7.0000 4,270.00 554.000 3,878 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 5,460.00 654.000 4,578.00 654.000 4,578 109 REMOVE ROADSIDE SIGN EA 100.0000 700.00 13.000 1,300.00 14.000 1,400 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8000 3,348.00 300.780 3,248.42 300.780 3,248 (0.063"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1500 364.50 29.500 358.43 29.500 358 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.6500 1,282.50 49.500 1,269.68 49.500 1,269 (0.063"-FRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 567.00 21.000 567.00 21.000 567 (0.080"-FRAMED) 114 ROADSIDE SIGN - ONE POST EA 650.0000 22,750.00 37.000 24,050.00 37.000 24,050 115 ROADSIDE SIGN - TWO POST EA 900.0000 9,900.00 4.000 3,600.00 4.000 3,600 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 52.9500 7,413.00 50.000 2,647.50 137.500 7,280 117 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 61.9500 33,453.00 534.400 33,106 118 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 81.0000 16,200.00 200.000 16,200.00 200.000 16,200 POST) 119 TRANSITION RAILING (TYPE AGT) EA 4,500.0000 18,000.00 -114.020 -513,090.00 6.000 27,000 120 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,200.0000 1,200.00 1.000 1,200 121 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,200.0000 10,400.00 2.000 10,400 122 ALTERNATIVE CRASH CUSHION TL-3 EA 47,850.0000 95,700.00 2.000 95,700.00 2.000 95,700 123 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 325.0000 208,000.00 605.000 196,625 (F) 124 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 7,860.00 1,213.000 7,278.00 1,213.000 7,278 WET NIGHT VISIBILITY) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 10,010.00 7,434.000 10,407.60 7,434.000 10,407 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 34,300.00 24,745.000 34,643.00 24,745.000 34,643 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 9,120.00 2,247.000 8,988.00 2,247.000 8,988 (ENHANCED WET NIGHT VISIBILITY) 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 40,600.00 1,089.000 2,178.00 11,956.000 23,912 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 7,860.00 201.000 1,206.00 1,058.000 6,348 PROGRAM CAS145 PAGE 6 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 13.0000 19,240.00 1,376.000 17,888.00 1,376.000 17,888 CROSSWALK AND PAVEMENT MARKING 131 LIGHTING SYSTEM LS 138,467.0000 138,467.00 0.516 71,448 132 2" CONDUIT (BRIDGE) LS 18,023.6400 18,023.64 1.000 18,023 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.750 2,625 PROGRAM CAS145 PAGE 7 DATE 04/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 08:53 AM ESTIMATE NO. 016 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 04/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,276,802.49 10,873,888.44 ADJUSTMENT OF COMPENSATION 54,900.00 37,554.53 EXTRA WORK 19,190.77 288,346.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,350,893.26 11,199,789.66 135 MOBILIZATION LS 750,000.0000 750,000.00 1.000 750,000 ORIGINAL CONTRACT AMOUNT 12,198,939.36 TOTAL WORK COMPLETED 1,350,893.26 11,949,789.66 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -436,570.32 -507,312.82 TOTAL 914,322.94 11,442,476.84 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 11/08/24 250 00/00/00 01/14/25 04/25/26 260 47 0 0 94% 100% PROGRESS IS SATISFACTORY PROGRESS IS SATISACTORY SCHMIDT, MICHAEL RESIDENT ENGINEER