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 07/21/25 EST. NO. 001 TIME 11:17 AM R.E. NAME: WINTER, BRIAN 01-0L7404 --------------------------------------------------------------------------- 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 07/21/25 EST. NO. 001 TIME 11:17 AM R.E. NAME: WINTER, BRIAN 01-0L7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L7404 TIME 11:17 AM ESTIMATE NO. 001 BID OPENING 05/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 07/21/25 LOCATION PROGRESS ESTIMATE 01-MEN-128-37.4/49.4 ----------------- NORTHWEST CONSTRUCTION, INC. MENDOCINO COUNTY AT VARIOUS LOCATIONS FROM 9011 COLONY DRIVE 0.9 MILE EAST OF FISH ROCK ROAD - ROAD 122 REDWOOD VALLEY CA 95470 TO 1.5 MILES WEST OF END OF COUNTY FED. AID NO. N O N E CORRUGATED STEEL PIPE, STRUCTURAL 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 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (WDAY) WDAY 875.0000 30,625.00 35.000 30,625.00 35.000 30,625 003 TRAFFIC CONTROL SYSTEM LS 50,250.0000 50,250.00 1.000 50,250.00 1.000 50,250 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 005 JOB SITE MANAGEMENT LS 26,784.6000 26,784.60 1.000 26,784.60 1.000 26,784 006 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 007 TEMPORARY FIBER ROLL LF 5.2000 1,040.00 0.000 0 008 TEMPORARY SILT FENCE LF 5.5000 825.00 10.000 55.00 10.000 55 009 TEMPORARY CONCRETE WASHOUT LS 1,300.0000 1,300.00 1.000 1,300.00 1.000 1,300 010 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 011 IMPORTED BORROW (CY) CY 276.0000 2,042.40 7.400 2,042.40 7.400 2,042 012 WOOD MULCH CY 324.0000 4,212.00 13.000 4,212.00 13.000 4,212 013 FIBER ROLLS LF 14.0000 2,520.00 152.000 2,128.00 152.000 2,128 014 CLASS 2 AGGREGATE BASE (CY) CY 700.0000 980.00 1.400 980.00 1.400 980 015 HOT MIX ASPHALT (TYPE A) TON 620.0000 868.00 1.400 868.00 1.400 868 016 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 140.0000 1,050.00 7.500 1,050.00 7.500 1,050 017 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 600.0000 2,100.00 3.500 2,100.00 3.500 2,100 AREA) 018 STRUCTURAL CONCRETE, HEADWALL CY 3,100.0000 24,800.00 8.240 25,544.00 8.240 25,544 (F) 019 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 3,900.00 1.300 3,900.00 1.300 3,900 (F) 020 CONCRETE BACKFILL (PIPE TRENCH) CY 350.0000 3,500.00 10.000 3,500.00 10.000 3,500 (F) 021 24" CORRUGATED STEEL PIPE (.109" THICK) LF 638.0000 159,500.00 249.000 158,862.00 249.000 158,862 022 30" CORRUGATED STEEL PIPE (.109" THICK) LF 580.0000 24,360.00 42.000 24,360.00 42.000 24,360 PROGRAM CAS145 PAGE 2 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L7404 TIME 11:17 AM ESTIMATE NO. 001 BID OPENING 05/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 10,000.00 50.000 10,000.00 50.000 10,000 (.109" THICK) 024 CABLE ANCHORAGE SYSTEM EA 5,000.0000 10,000.00 2.000 10,000.00 2.000 10,000 025 48" CORRUGATED STEEL PIPE INLET (.109" LF 850.0000 4,250.00 5.000 4,250.00 5.000 4,250 THICK) 026 24" STEEL FLARED END SECTION EA 800.0000 800.00 1.000 800.00 1.000 800 027 ABANDON CULVERT (EA) EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 028 REMOVE CULVERT (LF) LF 25.0000 5,750.00 230.000 5,750.00 230.000 5,750 029 REMOVE INLET EA 450.0000 900.00 2.000 900.00 2.000 900 030 REMOVE HEADWALL EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300 031 SAND BACKFILL CY 600.0000 4,800.00 8.000 4,800.00 8.000 4,800 032 REMOVE ROCK SLOPE PROTECTION (LS) LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 033 MISCELLANEOUS IRON AND STEEL LB 4.5000 2,493.00 554.000 2,493.00 554.000 2,493 (F) 034 MARKER (CULVERT) EA 130.0000 1,560.00 12.000 1,560.00 12.000 1,560 035 REMOVE MARKER EA 50.0000 600.00 12.000 600.00 12.000 600 036 CABLE RAILING LF 220.0000 6,600.00 30.000 6,600.00 30.000 6,600 (F) 037 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 13,800.0000 13,800.00 1.000 13,800.00 1.000 13,800 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L7404 TIME 11:17 AM ESTIMATE NO. 001 BID OPENING 05/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 410,714.00 410,714.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 410,714.00 410,714.00 ORIGINAL CONTRACT AMOUNT 412,810.00 TOTAL WORK COMPLETED 410,714.00 410,714.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 410,714.00 410,714.00 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 10/02/24 35 06/16/25 00/00/00 08/05/25 18 170 0 0 99% 51% PROGRESS IS SATISFACTORY WINTER, BRIAN RESIDENT ENGINEER