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 03/20/26 EST. NO. 009 TIME 02:22 PM R.E. NAME: ADAM ZUMSTEIN 09-366804 --------------------------------------------------------------------------- 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 03/20/26 EST. NO. 009 TIME 02:22 PM R.E. NAME: ADAM ZUMSTEIN 09-366804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2G CAIN TRUCKING -10,000.00 004 RECEIVED B2G CAIN 10,000.00 005 PILE 2 ABT DEDUCT -500.00 009 -500.00 -500.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 RECEIVED PAYROLL 5,000.00 005 PAYROLL -5,000.00 007 MISSING PAYROLL -20,000.00 008 PAYROLL -10,000.00 009 -10,000.00 -35,000.00 OVERBID ITEMS OVERBID ITEM NO. 155 -3,450.25 002 OVERBID ITEM NO. 155 -1,725.12 003 OVERBID ITEM NO. 155 -1,380.10 005 0.00 -6,555.47 TOTAL DEDUCTIONS -10,500.00 -42,055.47 PROGRAM CAS145 PAGE 1 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 LOCATION PROGRESS ESTIMATE 09-INY-395-117.3/117.9 ----------------- GRANITE CONSTRUCTION COMPANY INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST PO BOX 742478 OF SEE VEE LANE TO BARLOW LANE LOS ANGELES CA 90074-2478 FED. AID NO. ACNH-P395(355)E CONSTRUCT SIDEWALKS, RETAINING WALLS, BRID ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,800.0000 3,800.00 1.000 3,800 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 27,500.0000 27,500.00 0.080 2,200.00 0.780 21,450 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,150.0000 1,230,000.00 15.000 92,250.00 150.000 922,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.000 0 007 TRAFFIC CONTROL SYSTEM LS 160,465.4000 160,465.40 0.080 12,837.23 0.780 125,163 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 2,450.0000 12,250.00 4.000 9,800 009 FLASHING ARROW SIGN EA 4,100.0000 16,400.00 3.000 12,300 010 TYPE III BARRICADE EA 153.0000 5,967.00 32.000 4,896 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 8,250.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 8.0000 62,240.00 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 16,940.00 13,724.000 27,448 014 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 30,000.00 168.000 16,800 015 PORTABLE FLASHING BEACONS (EA) EA 1,150.0000 2,300.00 1.000 1,150 016 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 36.5000 7,300.00 15.000 547.50 150.000 5,475 SYSTEM 017 TEMPORARY BARRIER SYSTEM LF 110.0000 52,800.00 480.000 52,800 018 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 34,125.0000 34,125.00 0.080 2,730.00 0.770 26,276 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.080 800.00 0.400 4,000 020 TEMPORARY CRASH CUSHION TL-2 EA 3,420.0000 6,840.00 2.000 6,840 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,500.0000 14,000.00 2.000 7,000.00 3.000 10,500 SYSTEM 022 JOB SITE MANAGEMENT LS 115,000.0000 115,000.00 0.080 9,200.00 0.780 89,700 PROGRAM CAS145 PAGE 2 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.080 280.00 0.830 2,905 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 025 TEMPORARY CHECK DAM LF 20.0000 4,600.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,400.00 5.000 1,000 027 TEMPORARY FIBER ROLL LF 5.0000 6,300.00 741.000 3,705 028 TEMPORARY GRAVEL BAG BERM LF 10.0000 3,000.00 0.000 0 029 TEMPORARY SILT FENCE LF 6.0000 4,560.00 479.000 2,874 030 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 0.080 160.00 0.920 1,840 031 STREET SWEEPING LS 39,000.0000 39,000.00 0.080 3,120.00 0.800 31,200 032 TEMPORARY CONCRETE WASHOUT LS 11,500.0000 11,500.00 0.080 920.00 0.750 8,625 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 15,500.00 5.000 2,500.00 16.000 8,000 034 WATER QUALITY MONITORING REPORT EA 750.0000 1,500.00 0.000 0 035 WATER QUALITY ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 266,370.0000 266,370.00 0.650 173,140 037 ASBESTOS COMPLIANCE PLAN LS 5,775.0000 5,775.00 1.000 5,775 038 TREATED WOOD WASTE LB 2.4200 7,260.00 0.000 0 039 FISH PROTECTION LS 5,000.0000 5,000.00 0.080 400.00 0.680 3,400 040 INVASIVE SPECIES CONTROL LS 8,275.0000 8,275.00 0.080 662.00 0.840 6,951 041 SALVAGE GATE EA 1,830.0000 3,660.00 0.000 0 042 SALVAGE SIGN EA 2,325.0000 9,300.00 4.000 9,300 043 TEMPORARY HIGH-VISIBILITY FENCE LF 17.2000 1,548.00 0.000 0 044 CLEARING AND GRUBBING (LS) LS 86,775.0000 86,775.00 0.750 65,081 045 ROADWAY EXCAVATION CY 297.5000 946,050.00 83.760 24,918.60 2,356.870 701,168 046 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 325.0000 146,250.00 245.000 79,625 DEPOSITED LEAD) 047 STRUCTURE EXCAVATION (BRIDGE) CY 608.0000 13,984.00 23.000 13,984 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 315.0000 106,470.00 33.000 10,395.00 122.000 38,430 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 600.0000 7,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SLURRY CEMENT) CY 510.0000 52,020.00 38.900 19,839 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 440.0000 76,560.00 55.000 24,200.00 55.000 24,200 (F) 052 DITCH EXCAVATION CY 183.0000 5,490.00 30.000 5,490.00 60.000 10,980 053 PRUNE EXISTING PLANTS LS 9,500.0000 9,500.00 0.250 2,375.00 0.750 7,125 054 SOIL AMENDMENT CY 175.0000 35.00 0.000 0 055 ORGANIC FERTILIZER LB 5.0000 12.50 0.000 0 056 PACKET FERTILIZER EA 1.2500 12.50 0.000 0 057 PLANT (GROUP B) EA 480.0000 4,800.00 0.000 0 058 GRAVEL MULCH SQFT 12.0000 10,320.00 0.000 0 059 WOOD MULCH CY 150.0000 195.00 0.000 0 060 ROOT BARRIER LF 77.0000 5,775.00 0.000 0 061 REMOVE IRRIGATION FACILITY LS 7,800.0000 7,800.00 1.000 7,800 062 DRY SEED (SQFT) SQFT 0.3700 1,794.50 0.000 0 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.2500 5,287.50 0.000 0 064 FIBER ROLLS LF 5.2500 3,727.50 0.000 0 065 COMPOST (CY) CY 120.0000 2,280.00 0.000 0 066 CLASS 2 AGGREGATE BASE (CY) CY 345.0000 772,800.00 164.720 56,828.40 1,563.620 539,448 067 MICRO-SURFACING TON 50.0000 17,000.00 0.000 0 068 HOT MIX ASPHALT (TYPE A) TON 200.0000 284,000.00 587.650 117,530 069 TACK COAT TON 805.0000 1,610.00 1.300 1,046 070 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,112.0000 110,088.00 24.750 27,522.00 99.000 110,088 071 STRUCTURAL CONCRETE, BRIDGE CY 2,775.0000 41,625.00 12.800 35,520.00 12.800 35,520 (F) 072 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,570.0000 45,530.00 0.000 0 (F) FIBER) 073 STRUCTURAL CONCRETE, RETAINING WALL CY 5,515.0000 485,320.00 12.980 71,584.70 24.250 133,738 (F) 074 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,960.0000 423,360.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, HEADWALL CY 10,305.0000 82,440.00 1.100 11,335.50 2.280 23,495 (F) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,715.0000 45,720.00 1.920 10,972.80 4.790 27,374 (F) PROGRAM CAS145 PAGE 4 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL (RETAINING WALL) LF 235.0000 3,290.00 7.000 1,645.00 7.000 1,645 078 DRILL AND BOND DOWEL LF 195.0000 8,385.00 0.000 0 079 DRILL AND BOND DOWEL (CHEMICAL LF 100.0000 2,100.00 0.000 0 ADHESIVE)(LF) 080 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 7,272.00 2,424.000 7,272.00 2,424.000 7,272 (F) 081 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 33,339.00 934.000 2,802.00 3,749.000 11,247 (F) 082 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 3.0000 15,636.00 1,240.000 3,720.00 1,240.000 3,720 (F) COATED) 083 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 3.0000 1,548.00 0.000 0 (F) STEEL) 084 HEADED BAR REINFORCEMENT EA 635.0000 7,620.00 0.000 0 (F) 085 STRUCTURAL STEEL (BRIDGE) LB 320.0000 5,760.00 0.000 0 (F) 086 PREFABRICATED STEEL TRUSS PEDESTRIAN LS 257,015.0000 257,015.00 0.000 0 BRIDGE (SUPERSTRUCTURE) 087 BRIDGE REMOVAL (PORTION) LS 186,890.0000 186,890.00 0.200 37,378.00 0.250 46,722 088 18" ALTERNATIVE PIPE CULVERT LF 480.0000 72,000.00 0.000 0 089 24" ALTERNATIVE PIPE CULVERT LF 315.0000 330,750.00 132.250 41,658 090 30" ALTERNATIVE PIPE CULVERT LF 320.0000 17,280.00 0.000 0 091 STRESS REDUCING SLAB CY 1,730.0000 64,010.00 13.800 23,874 092 28" X 20" ALTERNATIVE PIPE ARCH CULVERT LF 280.0000 100,800.00 20.000 5,600.00 20.000 5,600 093 UNDER SIDEWALK DRAIN LF 84.8000 34,768.00 111.000 9,412.80 230.000 19,504 094 24" ALTERNATIVE FLARED END SECTION EA 1,775.0000 1,775.00 1.000 1,775 095 24" SLIDE HEADGATE EA 12,790.0000 12,790.00 0.000 0 096 48" PRECAST CONCRETE PIPE MANHOLE LF 2,855.0000 54,245.00 0.000 0 097 RELOCATE TRASH RACK EA 5,870.0000 11,740.00 0.500 2,935.00 0.500 2,935 098 ABANDON CULVERT (LF) LF 185.0000 11,470.00 62.000 11,470.00 62.000 11,470 099 REMOVE DRAINAGE FACILITY (EA) EA 2,450.0000 26,950.00 5.000 12,250 100 REMOVE CULVERT (LF) LF 23.0000 37,490.00 13.750 316.25 235.750 5,422 101 ADJUST FRAME AND COVER TO GRADE EA 2,680.0000 13,400.00 1.000 2,680 102 SAND BACKFILL CY 882.0000 7,056.00 8.000 7,056.00 8.000 7,056 103 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,685.0000 6,066.00 3.600 6,066 METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 85.0000 1,360.00 20.000 1,700 105 MINOR CONCRETE (CURB) (CY) CY 819.2500 139,272.50 3.430 2,810.03 154.290 126,402 106 MINOR CONCRETE (GUTTER) (CY) CY 844.2500 52,343.50 11.100 9,371.18 43.400 36,640 107 DETECTABLE WARNING SURFACE SQFT 63.5000 15,875.00 40.500 2,571.75 201.000 12,763 108 MINOR CONCRETE (COLORED CONCRETE) (CY) CY 2,496.0000 2,745.60 0.000 0 109 MINOR CONCRETE (6" RETAINING CURB) CY 999.0000 78,921.00 3.240 3,236.76 65.370 65,304 110 MINOR CONCRETE (8" RETAINING CURB) CY 1,372.0000 9,604.00 2.200 3,018.40 6.100 8,369 111 MINOR CONCRETE (DRIVEWAY) CY 806.0000 548,080.00 97.120 78,278.72 496.300 400,017 112 MINOR CONCRETE (SIDEWALK) CY 719.7500 259,110.00 51.070 36,757.63 219.440 157,941 113 MINOR CONCRETE (CURB RAMP) CY 882.0000 97,020.00 7.600 6,703.20 51.700 45,599 114 REMOVE CONCRETE (CURB, GUTTER, AND CY 580.0000 208,800.00 33.940 19,685.20 165.150 95,787 SIDEWALK) (CY) 115 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 22,500.00 3.000 4,500.00 9.000 13,500 116 MISCELLANEOUS IRON AND STEEL LB 4.0000 6,692.00 478.000 1,912.00 1,195.000 4,780 (F) 117 MANHOLE FRAME AND COVER EA 1,125.0000 5,625.00 0.000 0 118 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 13,350.00 0.000 0 (F) 119 WATER LINE RELOCATION (BPTPW) LS 56,200.0000 56,200.00 1.000 56,200 120 ADJUST ACCESS BOX FRAME AND COVER EA 4,685.0000 14,055.00 4.000 18,740 (UTILITY) 121 PAINT CURB (2-COAT) SQFT 1.5000 4,755.00 512.000 768 122 STAIN GALVANIZED SURFACES (LS) LS 65,000.0000 65,000.00 0.000 0 123 RESET MAILBOX EA 430.0000 8,170.00 16.000 6,880 124 TEMPORARY FENCE (TYPE CL-6) LF 50.0000 8,000.00 160.000 8,000 125 REMOVE FENCE LF 14.3000 20,735.00 65.000 929.50 1,123.000 16,058 126 REMOVE ROADSIDE SIGN EA 170.0000 3,230.00 8.000 1,360 127 SALVAGE ROADSIDE SIGN (TURNABLE METAL EA 2,000.0000 2,000.00 1.000 2,000 POST) 128 RESET ROADSIDE SIGN (ONE POST) EA 215.0000 430.00 1.000 215 129 ROADSIDE SIGN (TURNABLE METAL POST) EA 6,000.0000 6,000.00 0.000 0 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,640.00 55.750 724 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 256.50 0.000 0 (0.080"-UNFRAMED) 132 ROADSIDE SIGN - ONE POST EA 745.0000 28,310.00 14.000 10,430 133 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 350.00 0.000 0 METHOD) 134 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 575.0000 2,300.00 0.000 0 135 INSTALL SIGN (MAST-ARM MOUNTED) EA 275.0000 550.00 0.000 0 136 PEDESTRIAN RAILING LF 288.0000 137,376.00 0.000 0 (F) 137 ARCHITECTURAL HANDRAILING (TYPE A) LF 246.0000 78,720.00 0.000 0 138 ARCHITECTURAL HANDRAILING (TYPE B) LF 280.0000 22,960.00 0.000 0 139 ALTERNATIVE CRASH CUSHION TL-2 EA 41,000.0000 82,000.00 0.000 0 140 CONCRETE BARRIER (TYPE 842) LF 641.5000 128,300.00 0.000 0 (F) 141 CONCRETE BARRIER (TYPE 842B) LF 595.0000 39,865.00 17.000 10,115.00 17.000 10,115 (F) 142 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 717.0000 58,077.00 12.000 8,604.00 12.000 8,604 (F) 143 SALVAGE METAL BRIDGE RAILING LF 85.0000 27,795.00 327.000 27,795 (F) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 20,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 8.0000 26,960.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 149 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 29,300.00 2,495.000 2,495 150 REMOVE PAVEMENT MARKING SQFT 6.0000 5,220.00 0.000 0 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 152 LIGHTING SYSTEM LS 1,111,000.0000 1,111,000.00 0.100 111,100.00 0.700 777,700 153 PEDESTRIAN HYBRID BEACON SYSTEMS LS 306,000.0000 306,000.00 0.200 61,200 154 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 369,000.0000 369,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-366804 TIME 02:22 PM ESTIMATE NO. 009 BID OPENING 12/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/26 R.E. NAME: ADAM ZUMSTEIN DATE OF THIS ESTIMATE 03/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 805,949.15 5,764,678.39 ADJUSTMENT OF COMPENSATION 0.00 17,580.00 EXTRA WORK 0.00 27,994.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 805,949.15 5,810,252.59 155 MOBILIZATION LS 1,293,400.0000 1,293,400.00 0.950 1,228,730 ORIGINAL CONTRACT AMOUNT 12,864,995.00 TOTAL WORK COMPLETED 805,949.15 7,038,982.59 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,500.00 -42,055.47 TOTAL 795,449.15 6,996,927.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 155 MOBILIZATION 1,286,499.50 1,293,400.00 6,900.50 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 05/07/25 200 07/07/25 07/07/25 06/04/26 148 27 0 0 55% 74% PROGRESS IS SATISFACTORY ADAM ZUMSTEIN RESIDENT ENGINEER