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 06/22/22 EST. NO. 004 TIME 11:12 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 --------------------------------------------------------------------------- *** 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 06/22/22 EST. NO. 004 TIME 11:12 AM 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 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 11:12 AM ESTIMATE NO. 004 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 06/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 06/22/22 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 0.600 27,000 003 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 0.300 18,000.00 0.600 36,000 004 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.160 7,200.00 0.570 25,650 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.300 39,000.00 0.600 78,000 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 60,000.00 4.000 4,000.00 21.000 21,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,500.0000 3,500.00 0.300 1,050.00 0.600 2,100 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.300 4,500.00 0.600 9,000 009 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.300 6,000.00 0.600 12,000 010 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 1.000 500.00 2.000 1,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 013 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 0.600 1,200 017 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 0.200 23,000.00 0.950 109,250 021 ROADWAY EXCAVATION CY 29.0000 1,493,500.00 9,423.500 273,281.50 20,404.300 591,724 022 SHOULDER BACKING TON 80.0000 40,800.00 346.940 27,755.20 496.180 39,694 PROGRAM CAS145 PAGE 2 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 11:12 AM ESTIMATE NO. 004 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 06/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 4,000.00 1.000 40,000 024 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 43,600.00 246,166.000 19,693.28 358,986.400 28,718 025 FIBER REINFORCED MATRIX SQFT 0.1800 39,420.00 0.000 0 026 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2800 213,920.00 246,166.000 68,926.48 358,986.400 100,516 027 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.575 23,000.00 0.875 35,000 028 MINOR HOT MIX ASPHALT TON 200.0000 5,200.00 0.000 0 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 22.0000 1,320.00 0.000 0 030 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 13,090.00 0.000 0 031 PLACE HOT MIX ASPHALT SQYD 85.0000 6,545.00 0.000 0 (MISCELLANEOUS AREA) 032 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 10,120.00 2,425.000 9,700.00 2,425.000 9,700 033 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 12,000.00 0.000 0 (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 0.000 0 036 30" CORRUGATED STEEL PIPE (.109" THICK) LF 310.0000 1,860.00 6.000 1,860.00 6.000 1,860 037 36" CORRUGATED STEEL PIPE (.138" THICK) LF 320.0000 13,120.00 34.900 11,168.00 34.900 11,168 038 3" PLASTIC PIPE (EDGE DRAIN) LF 31.0000 6,820.00 40.000 1,240.00 89.500 2,774 039 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.0000 6,820.00 40.000 1,240.00 91.500 2,836 040 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 24,000.00 0.000 0 (.109" THICK) 041 24" ANCHOR ASSEMBLY EA 2,500.0000 22,500.00 0.000 0 042 24" STEEL FLARED END SECTION EA 1,800.0000 3,600.00 0.000 0 043 36" STEEL FLARED END SECTION EA 2,000.0000 2,000.00 2.000 4,000.00 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 0.000 0 046 REMOVE FLARED END SECTION (EA) EA 400.0000 1,200.00 2.000 800.00 3.000 1,200 047 ROCK SLOPE PROTECTION CY 290.0000 1,740.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 048 ROCK SLOPE PROTECTION CY 250.0000 15,750.00 46.200 11,550.00 46.200 11,550 (60 LB, CLASS II, METHOD B) (CY) 049 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,260.00 96.000 576.00 96.000 576 PROGRAM CAS145 PAGE 3 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 11:12 AM ESTIMATE NO. 004 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 06/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.040 120.00 0.120 360 CONSTRUCTION) 051 MISCELLANEOUS IRON AND STEEL LB 9.0000 6,453.00 0.000 0 (F) 052 REMOVE DELINEATOR EA 63.0000 1,764.00 14.000 882.00 29.000 1,827 053 DELINEATOR (CLASS 2) EA 250.0000 8,750.00 30.000 7,500.00 30.000 7,500 054 EDGE DRAIN MARKER EA 250.0000 3,250.00 7.000 1,750.00 7.000 1,750 055 MARKER (CULVERT) EA 250.0000 1,750.00 0.000 0 056 OBJECT MARKER (TYPE L-1) EA 250.0000 2,000.00 4.000 1,000.00 7.000 1,750 057 RESET MILEPOST MARKER EA 275.0000 1,375.00 2.000 550.00 2.000 550 058 RESET ROADSIDE SIGN (ONE POST) EA 750.0000 2,250.00 2.000 1,500.00 3.000 2,250 059 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 48,300.00 625.000 26,250.00 1,037.500 43,575 060 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 41.0000 60,680.00 287.500 11,787.50 987.500 40,487 061 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 89,760.00 120.300 8,180.40 725.800 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 1,700.00 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 7,812.50 62.500 7,812 066 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 6,300.00 3.000 2,700.00 7.000 6,300 067 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 12,000.00 2.000 8,000.00 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 0.100 400.00 1.000 4,000 070 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 22,000.0000 22,000.00 0.350 7,700.00 0.600 13,200 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5204 TIME 11:12 AM ESTIMATE NO. 004 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 06/20/22 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 663,972.86 1,467,876.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 663,972.86 1,467,876.60 071 MOBILIZATION LS 225,000.0000 225,000.00 0.950 213,750 ORIGINAL CONTRACT AMOUNT 3,215,238.00 TOTAL WORK COMPLETED 663,972.86 1,681,626.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 663,972.86 1,681,626.60 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 07/26/22 40 70 0 0 53% 62% PROGRESS IS SATISFACTORY NICOLE MALLORY RESIDENT ENGINEER