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 02/23/26 EST. NO. 002 TIME 12:12 PM R.E. NAME: SCOTT EAGAN 09-390204 --------------------------------------------------------------------------- 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 02/23/26 EST. NO. 002 TIME 12:12 PM R.E. NAME: SCOTT EAGAN 09-390204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-390204 TIME 12:12 PM ESTIMATE NO. 002 BID OPENING 05/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/19/26 R.E. NAME: SCOTT EAGAN DATE OF THIS ESTIMATE 02/23/26 LOCATION RERUN PROGRESS ESTIMATE 09-INY-395-57.4 ----------------------- INTERSTATE CIVIL CONSTRUCTION INYO COUNTY AT LONE PINE AT EAST MUIR 6025 PARK DR STREET WRIGHTWOOD CA 92397 FED. AID NO. N O N E CONSTRUCT MINOR CONCRETE AND INSTALL HYBRI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 52,000.00 13.000 16,900.00 24.000 31,200 003 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.250 1,875.00 0.750 5,625 004 TRAFFIC CONTROL SYSTEM LS 54,400.0000 54,400.00 0.325 17,680.00 0.600 32,640 005 FLASHING ARROW SIGN EA 800.0000 1,600.00 0.650 520.00 1.200 960 006 TYPE III BARRICADE EA 125.0000 2,500.00 6.000 750.00 18.000 2,250 007 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 3,975.00 13.000 975.00 40.000 3,000 008 PORTABLE FLASHING BEACONS (EA) EA 925.0000 1,850.00 0.650 601.25 1.200 1,110 009 TEMPORARY BARRIER SYSTEM LF 125.0000 25,000.00 50.000 6,250.00 150.000 18,750 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 2,275.0000 2,275.00 0.325 739.38 0.600 1,365 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,325.0000 3,325.00 0.325 1,080.63 0.600 1,995 012 TEMPORARY CRASH CUSHION TL-2 EA 1,230.0000 1,230.00 0.325 399.75 0.600 738 013 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.325 2,600.00 0.600 4,800 014 WATER POLLUTION CONTROL PROGRAM LS 6,150.0000 6,150.00 1.000 6,150 015 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 825.00 0.975 268.13 1.800 495 016 TEMPORARY CONCRETE WASHOUT LS 3,700.0000 3,700.00 0.325 1,202.50 0.600 2,220 017 ROADWAY EXCAVATION CY 440.0000 17,160.00 35.480 15,611 018 CLASS 2 AGGREGATE BASE (TON) TON 532.0000 42,560.00 20.800 11,065.60 20.800 11,065 019 MINOR HOT MIX ASPHALT TON 1,044.0000 27,144.00 0.000 0 020 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,757.0000 18,616.80 2.400 18,616.80 2.400 18,616 (F) 021 24" REINFORCED CONCRETE PIPE LF 1,472.0000 13,248.00 9.000 13,248.00 9.000 13,248 022 REMOVE PIPE (LF) LF 847.0000 10,164.00 12.000 10,164.00 12.000 10,164 PROGRAM CAS145 PAGE 2 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-390204 TIME 12:12 PM ESTIMATE NO. 002 BID OPENING 05/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/19/26 R.E. NAME: SCOTT EAGAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST FRAME AND COVER TO GRADE EA 1,068.0000 2,136.00 2.000 2,136.00 2.000 2,136 024 MINOR CONCRETE (CURB) (CY) CY 1,746.0000 19,206.00 2.700 4,714.20 2.700 4,714 025 DETECTABLE WARNING SURFACE SQFT 71.0000 3,195.00 0.000 0 026 MINOR CONCRETE (SIDEWALK) CY 1,893.0000 17,037.00 0.000 0 027 MINOR CONCRETE (CURB RAMP) CY 3,069.0000 33,759.00 0.000 0 028 REMOVE CONCRETE (CURB, GUTTER, AND CY 830.0000 20,750.00 29.570 24,543 SIDEWALK) (CY) 029 MISCELLANEOUS IRON AND STEEL LB 13.0000 3,107.00 239.000 3,107.00 239.000 3,107 (F) 030 PAINT CURB (2-COAT) SQFT 5.0000 1,200.00 0.000 0 031 REMOVE ROADSIDE SIGN EA 117.0000 351.00 3.000 351 032 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 703.00 0.000 0 (0.063"-UNFRAMED) 033 ROADSIDE SIGN - ONE POST EA 1,552.0000 1,552.00 0.000 0 034 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 319.0000 1,914.00 0.000 0 METHOD) 035 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 319.0000 319.00 0.000 0 POST 036 PAINT TRAFFIC STRIPE (2-COAT) LF 6.1500 1,845.00 0.000 0 037 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.4600 9,727.80 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 038 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 11.7000 7,839.00 0.000 0 WATER BLASTING) 039 REMOVE PAVEMENT MARKING (HIGH-PRESSURE SQFT 9.8500 9,751.50 0.000 0 WATER BLASTING) 040 6" PAINT TRAFFIC STRIPE (2-COAT) (BROKEN LF 2.5000 550.00 0.000 0 17-7) 041 PEDESTRIAN HYBRID BEACON SYSTEMS LS 229,000.0000 229,000.00 0.280 64,120.00 0.280 64,120 PROGRAM CAS145 PAGE 3 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-390204 TIME 12:12 PM ESTIMATE NO. 002 BID OPENING 05/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/19/26 R.E. NAME: SCOTT EAGAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 179,013.24 282,224.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 179,013.24 282,224.90 ORIGINAL CONTRACT AMOUNT 668,415.10 TOTAL WORK COMPLETED 179,013.24 282,224.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 179,013.24 282,224.90 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 07/02/25 40 01/05/26 01/05/26 03/04/26 23 8 0 0 42% 58% PROGRESS IS SATISFACTORY SCOTT EAGAN RESIDENT ENGINEER