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 10/10/22 EST. NO. 007 TIME 10:56 AM R.E. NAME: NICOLE MALLORY 02-4F5204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0003 4,283.08 E.W. @ F.A.(+) 062322 N 3 0 0004 2,210.79 062122 N 1 0 0005 4,283.08 062222 N 2 0 005 0004 5,161.56 E.W. @ F.A.(+) 061522 N 6 0 0005 1,741.18 061322 N 5 0 0006 1,463.63 060322 N 4 0 19,143.32 TOTAL THIS ESTIMATE 262,531.95 TOTAL PREVIOUS ESTIMATE 281,675.27 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 10/10/22 EST. NO. 007 TIME 10:56 AM R.E. NAME: NICOLE MALLORY 02-4F5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 006 MISSING CEM 2402 -10,000.00 006 SHLDR BCK WITHHOLD -2,500.00 006 RECEIVED CEM 4401 10,000.00 007 RECEIVED CEM 2402 10,000.00 007 20,000.00 -2,500.00 LABOR COMPLIANCE VIOLATION DEDUCT PER 9/22 LTR -10,000.00 006 0.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -12,500.00 PROGRAM CAS145 PAGE 1 DATE 10/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 09/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 10/10/22 LOCATION SEMI-FINAL ESTIMATE 02-SIS-5-R9.9/R68.1 ------------------- MEYERS EARTHWORK, INC. IN SISKIYOU COUNTY AT VARIOUS 4150 FIGTREE LANE LOCATIONS FROM 0.2 MILE NORTH OF REDDING CA 96002 REAM AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF HILT ROAD OVERCROSSING. FED. AID NO. HSIM-059(180)E IMPROVE CRZ ------------------------------------------------------------------------------------------------------------------------------------ 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 45,000.0000 45,000.00 1.000 45,000 003 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 1.000 60,000 004 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 60,000.00 32.000 32,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,500.0000 3,500.00 1.000 3,500 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 009 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 2.000 1,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 013 TEMPORARY COVER SQYD 3.0000 28,380.00 0.000 0 014 TEMPORARY FIBER ROLL LF 6.0000 12,540.00 3,936.000 23,616 015 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 7,500.00 0.000 0 016 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 017 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 10,000.0000 10,000.00 1.000 10,000 018 INVASIVE SPECIES CONTROL LS 7,500.0000 7,500.00 1.000 7,500 019 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 1,500.00 250.000 1,500 020 CLEARING AND GRUBBING (LS) LS 115,000.0000 115,000.00 1.000 115,000 021 ROADWAY EXCAVATION CY 29.0000 1,493,500.00 43,825.600 1,270,942 022 SHOULDER BACKING TON 80.0000 40,800.00 601.250 48,100 PROGRAM CAS145 PAGE 2 DATE 10/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 09/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 10/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADSIDE CLEARING LS 40,000.0000 40,000.00 1.000 40,000 024 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 43,600.00 19,000.000 1,520.00 529,446.400 42,355 025 FIBER REINFORCED MATRIX SQFT 0.1800 39,420.00 190,000.000 34,200 026 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2800 213,920.00 19,000.000 5,320.00 719,446.400 201,444 027 FINISHING ROADWAY LS 40,000.0000 40,000.00 1.000 40,000 028 MINOR HOT MIX ASPHALT TON 200.0000 5,200.00 28.700 5,740 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 22.0000 1,320.00 64.000 1,408 030 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 13,090.00 763.000 12,971 031 PLACE HOT MIX ASPHALT SQYD 85.0000 6,545.00 85.110 7,234 (MISCELLANEOUS AREA) 032 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 10,120.00 2,425.000 9,700 033 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 12,000.00 6.000 12,000 (F) 034 STRUCTURAL CONCRETE (ANCHOR BLOCK) CY 7,000.0000 2,800.00 0.400 2,800 (F) 035 24" CORRUGATED STEEL PIPE (.109" THICK) LF 240.0000 38,400.00 166.600 39,984 036 30" CORRUGATED STEEL PIPE (.109" THICK) LF 310.0000 1,860.00 6.000 1,860 037 36" CORRUGATED STEEL PIPE (.138" THICK) LF 320.0000 13,120.00 34.900 11,168 038 3" PLASTIC PIPE (EDGE DRAIN) LF 31.0000 6,820.00 250.500 7,765 039 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.0000 6,820.00 252.500 7,827 040 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 24,000.00 112.800 22,560 (.109" THICK) 041 24" ANCHOR ASSEMBLY EA 2,500.0000 22,500.00 9.000 22,500 042 24" STEEL FLARED END SECTION EA 1,800.0000 3,600.00 2.000 3,600 043 36" STEEL FLARED END SECTION EA 2,000.0000 2,000.00 2.000 4,000 044 REMOVE CULVERT (LF) LF 71.0000 426.00 0.000 0 045 REMOVE DOWNDRAIN (EA) EA 3,000.0000 6,000.00 2.000 6,000 046 REMOVE FLARED END SECTION (EA) EA 400.0000 1,200.00 3.000 1,200 047 ROCK SLOPE PROTECTION CY 290.0000 1,740.00 5.800 1,682 (150 LB, CLASS III, METHOD B) (CY) 048 ROCK SLOPE PROTECTION CY 250.0000 15,750.00 62.700 15,675 (60 LB, CLASS II, METHOD B) (CY) 049 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,260.00 167.000 1,002 PROGRAM CAS145 PAGE 3 DATE 10/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 09/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 10/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MISCELLANEOUS CY 3,000.0000 900.00 0.300 900 CONSTRUCTION) 051 MISCELLANEOUS IRON AND STEEL LB 9.0000 6,453.00 717.000 6,453 (F) 052 REMOVE DELINEATOR EA 63.0000 1,764.00 33.000 2,079 053 DELINEATOR (CLASS 2) EA 250.0000 8,750.00 37.000 9,250 054 EDGE DRAIN MARKER EA 250.0000 3,250.00 16.000 4,000 055 MARKER (CULVERT) EA 250.0000 1,750.00 7.000 1,750 056 OBJECT MARKER (TYPE L-1) EA 250.0000 2,000.00 9.000 2,250 057 RESET MILEPOST MARKER EA 275.0000 1,375.00 5.000 1,375 058 RESET ROADSIDE SIGN (ONE POST) EA 750.0000 2,250.00 3.000 2,250 059 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 48,300.00 1,200.000 50,400 060 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 41.0000 60,680.00 1,406.000 57,646 061 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 89,760.00 1,425.800 96,954 062 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 80.0000 8,000.00 100.000 8,000 (STEEL POST) 063 RAIL TENSIONING ASSEMBLY EA 850.0000 1,700.00 2.000 1,700 064 END CAP (TYPE A) EA 275.0000 275.00 1.000 275 065 END ANCHOR ASSEMBLY (TYPE B) LF 125.0000 15,000.00 62.500 7,812 066 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 6,300.00 8.000 7,200 067 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 12,000.00 5.000 20,000 068 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 8,000.0000 16,000.00 2.000 16,000 069 MODIFY BRIDGE RAILING (LS) LS 4,000.0000 4,000.00 1.000 4,000 070 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 22,000.0000 22,000.00 1.000 22,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 10/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 09/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 10/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,840.00 2,714,631.35 ADJUSTMENT OF COMPENSATION 0.00 221,082.87 EXTRA WORK 19,143.32 60,592.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,983.32 2,996,306.62 071 MOBILIZATION LS 225,000.0000 225,000.00 1.000 225,000 ORIGINAL CONTRACT AMOUNT 3,215,238.00 TOTAL WORK COMPLETED 25,983.32 3,221,306.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 -12,500.00 TOTAL 45,983.32 3,208,806.62 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 11/18/21 65 01/12/22 01/12/22 07/27/22 61 71 0 0 100% 100% NICOLE MALLORY RESIDENT ENGINEER