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 11/10/22 EST. NO. 002 TIME 02:31 PM R.E. NAME: MICHAEL ANDERSON 01-0J4804 --------------------------------------------------------------------------- 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 0001 9,217.13 E.W. @ L.S.(+) 090122 N RB0010 9,217.13 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 9,217.13 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 11/10/22 EST. NO. 002 TIME 02:31 PM R.E. NAME: MICHAEL ANDERSON 01-0J4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 9/20 LTR DEDUCT -4,000.00 001 RELEASE 9/20 DEDUCT 4,000.00 002 4,000.00 0.00 TOTAL DEDUCTIONS 4,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4804 TIME 02:31 PM ESTIMATE NO. 002 BID OPENING 10/26/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/07/22 R.E. NAME: MICHAEL ANDERSON DATE OF THIS ESTIMATE 11/10/22 LOCATION SEMI-FINAL ESTIMATE 01-MEN-271-2.9/18.2 ------------------- R. BROWN CONSTRUCTION COMPANY, IN MENDOCINO COUNTY AT VARIOUS INC. LOCATIONS ON ROUTE 271 FROM 2.9 18 CHINA CREEK ROAD MILES NORTH OF CUMMINGS/101 WILLOW CREEK CA 95573 SEPARATION TO 1.2 MILES SOUTH OF THE PIERCY/101 SEPARATION FED. AID NO. N O N E REHAB/REPLACE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 1,000.0000 1,000.00 1.000 1,000 003 CONSTRUCTION AREA SIGNS LS 3,150.0000 3,150.00 1.000 3,150 004 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 500.0000 500.00 1.000 500 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,000.0000 4,000.00 1.000 4,000 007 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 009 TEMPORARY CHECK DAM LF 10.0000 1,500.00 75.000 750 010 TEMPORARY SILT FENCE LF 10.0000 700.00 70.000 700 011 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 012 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 3,500.0000 3,500.00 1.000 3,500 013 DITCH EXCAVATION CY 100.0000 200.00 1.900 190 014 WOOD MULCH CY 235.0000 4,935.00 21.000 4,935 015 FIBER ROLLS LF 48.0000 7,200.00 150.000 7,200 016 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 9,000.00 27.900 8,370 017 HOT MIX ASPHALT (TYPE A) TON 300.0000 9,000.00 29.800 8,940 018 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 75.0000 6,900.00 92.000 6,900 019 PLACE HOT MIX ASPHALT SQYD 120.0000 10,080.00 83.700 10,044 (MISCELLANEOUS AREA) 020 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 11,750.00 4.690 11,725 (F) 021 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 8,200.00 4.090 8,180 (F) 022 REPAIR OUTLET CONNECTION LS 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 2 DATE 11/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4804 TIME 02:31 PM ESTIMATE NO. 002 BID OPENING 10/26/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/07/22 R.E. NAME: MICHAEL ANDERSON DATE OF THIS ESTIMATE 11/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 1,600.00 6.350 1,587 (F) 024 24" PLASTIC PIPE LF 145.0000 52,200.00 353.000 51,185 025 24" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 108,000.00 355.000 106,500 026 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 240.0000 13,920.00 60.000 14,400 (.109" THICK) 027 CABLE ANCHORAGE SYSTEM EA 7,500.0000 15,000.00 2.000 15,000 028 36" CORRUGATED STEEL PIPE INLET LF 500.0000 2,000.00 3.400 1,700 (.109" THICK) 029 ABANDON CULVERT (EA) EA 1,000.0000 1,000.00 1.000 1,000 030 ABANDON INLET EA 1,000.0000 1,000.00 1.000 1,000 031 REMOVE CULVERT (LF) LF 20.0000 13,000.00 642.000 12,840 032 REMOVE DOWNDRAIN (EA) EA 1,000.0000 2,000.00 2.000 2,000 033 ABANDON DOWNDRAIN (EA) EA 1,000.0000 1,000.00 1.000 1,000 034 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000 035 SAND BACKFILL CY 625.0000 6,875.00 17.000 10,625 036 ROCK SLOPE PROTECTION CY 525.0000 9,975.00 18.600 9,765 (1/4 T, CLASS V, METHOD B) (CY) 037 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 950.00 18.600 930 038 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,151.00 717.000 2,151 (F) PROGRAM CAS145 PAGE 3 DATE 11/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4804 TIME 02:31 PM ESTIMATE NO. 002 BID OPENING 10/26/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/07/22 R.E. NAME: MICHAEL ANDERSON DATE OF THIS ESTIMATE 11/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 434,767.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,217.13 9,217.13 SUBTOTAL AMOUNT EARNED 9,217.13 443,984.63 ORIGINAL CONTRACT AMOUNT 435,286.00 TOTAL WORK COMPLETED 9,217.13 443,984.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 4,000.00 0.00 TOTAL 13,217.13 443,984.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/07/21 35 07/18/22 07/18/22 09/07/22 12 25 0 0 100% 100% MICHAEL ANDERSON RESIDENT ENGINEER