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 07/25/22 EST. NO. 005 TIME 03:07 PM 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 --------------------------------------------------------------------------- 002 0001 637.06 E.W. @ F.A.(+) 051622 N 1 0 0002 3,798.46 051722 N 2 0 0003 1,735.80 051722 N 9 0 003 0001 230.94 E.W. @ F.A.(+) 050322 N 1 0 0002 540.84 042922 N 2 0 0003 907.40 050222 N 3 0 0004 811.27 050422 N 5 0 0005 297.73 051122 N 6 0 8,959.50 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 8,959.50 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 07/25/22 EST. NO. 005 TIME 03:07 PM R.E. NAME: NICOLE MALLORY 02-4F5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 03:07 PM ESTIMATE NO. 005 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 07/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 07/25/22 LOCATION PROGRESS 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 0.750 1,125 002 TIME-RELATED OVERHEAD (LS) LS 45,000.0000 45,000.00 0.300 13,500.00 0.900 40,500 003 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 0.300 18,000.00 0.900 54,000 004 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.160 7,200.00 0.730 32,850 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.300 39,000.00 0.900 117,000 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 60,000.00 8.000 8,000.00 29.000 29,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,500.0000 3,500.00 0.300 1,050.00 0.900 3,150 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.300 4,500.00 0.900 13,500 009 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.300 6,000.00 0.900 18,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 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 2,000.00 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 0.300 600.00 0.900 1,800 017 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 0.750 5,625 019 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 0.050 5,750.00 1.000 115,000 021 ROADWAY EXCAVATION CY 29.0000 1,493,500.00 21,258.300 616,490.70 41,662.600 1,208,215 022 SHOULDER BACKING TON 80.0000 40,800.00 105.070 8,405.60 601.250 48,100 PROGRAM CAS145 PAGE 2 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 03:07 PM ESTIMATE NO. 005 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 07/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,600.00 358,986.400 28,718 025 FIBER REINFORCED MATRIX SQFT 0.1800 39,420.00 190,000.000 34,200.00 190,000.000 34,200 026 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2800 213,920.00 190,000.000 53,200.00 548,986.400 153,716 027 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.125 5,000.00 1.000 40,000 028 MINOR HOT MIX ASPHALT TON 200.0000 5,200.00 28.700 5,740.00 28.700 5,740 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 22.0000 1,320.00 64.000 1,408.00 64.000 1,408 030 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 13,090.00 763.000 12,971.00 763.000 12,971 031 PLACE HOT MIX ASPHALT SQYD 85.0000 6,545.00 85.110 7,234.35 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 12,000.00 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 39,984.00 166.600 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 6,820.00 161.000 4,991.00 250.500 7,765 039 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.0000 6,820.00 161.000 4,991.00 252.500 7,827 040 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 24,000.00 112.800 22,560.00 112.800 22,560 (.109" THICK) 041 24" ANCHOR ASSEMBLY EA 2,500.0000 22,500.00 9.000 22,500.00 9.000 22,500 042 24" STEEL FLARED END SECTION EA 1,800.0000 3,600.00 2.000 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 6,000.00 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 1,682.00 5.800 1,682 (150 LB, CLASS III, METHOD B) (CY) 048 ROCK SLOPE PROTECTION CY 250.0000 15,750.00 16.500 4,125.00 62.700 15,675 (60 LB, CLASS II, METHOD B) (CY) 049 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,260.00 71.000 426.00 167.000 1,002 PROGRAM CAS145 PAGE 3 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 03:07 PM ESTIMATE NO. 005 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 07/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.180 540.00 0.300 900 CONSTRUCTION) 051 MISCELLANEOUS IRON AND STEEL LB 9.0000 6,453.00 717.000 6,453.00 717.000 6,453 (F) 052 REMOVE DELINEATOR EA 63.0000 1,764.00 4.000 252.00 33.000 2,079 053 DELINEATOR (CLASS 2) EA 250.0000 8,750.00 7.000 1,750.00 37.000 9,250 054 EDGE DRAIN MARKER EA 250.0000 3,250.00 9.000 2,250.00 16.000 4,000 055 MARKER (CULVERT) EA 250.0000 1,750.00 5.000 1,250.00 5.000 1,250 056 OBJECT MARKER (TYPE L-1) EA 250.0000 2,000.00 7.000 1,750 057 RESET MILEPOST MARKER EA 275.0000 1,375.00 2.000 550.00 4.000 1,100 058 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 1,037.500 43,575 060 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 41.0000 60,680.00 987.500 40,487 061 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 89,760.00 725.800 49,354 062 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 7.000 6,300 067 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 12,000.00 3.000 12,000 068 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 0.300 6,600.00 0.900 19,800 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 03:07 PM ESTIMATE NO. 005 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 07/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 992,753.65 2,460,630.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,959.50 8,959.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,001,713.15 2,469,589.75 071 MOBILIZATION LS 225,000.0000 225,000.00 0.050 11,250.00 1.000 225,000 ORIGINAL CONTRACT AMOUNT 3,215,238.00 TOTAL WORK COMPLETED 1,012,963.15 2,694,589.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,012,963.15 2,694,589.75 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 11/18/21 65 01/12/22 01/12/22 07/27/22 60 71 0 0 82% 92% PROGRESS IS SATISFACTORY NICOLE MALLORY RESIDENT ENGINEER