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 09/22/20 EST. NO. 004 TIME 07:21 AM R.E. NAME: DAN RECHS 02-0H5604 --------------------------------------------------------------------------- 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 09/22/20 EST. NO. 004 TIME 07:21 AM R.E. NAME: DAN RECHS 02-0H5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 7/20 LETTER -1,000.00 002 PER 8/20 LETTER -4,000.00 003 RELEASE 7/20 DEDUCT 1,000.00 003 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5604 TIME 07:21 AM ESTIMATE NO. 004 BID OPENING 04/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 09/22/20 LOCATION PROGRESS ESTIMATE 02-BUT-70-29.7/48.0 ----------------- S.T. RHOADES CONSTRUCTION, IN BUTTE COUNTY AT VARIOUS INC. LOCATIONS FROM 0.2 MILE EAST OF 8585 COMMERCIAL WAY; TRUEX ROAD TO PLUMAS COUNTY LINE REDDING CA 96002 FED. AID NO. N O N E DRAINAGE REHABILIATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 002 TIME-RELATED OVERHEAD (LS) LS 120,000.0000 120,000.00 0.750 90,000 003 CONSTRUCTION AREA SIGNS LS 13,680.0000 13,680.00 0.850 11,628 004 TRAFFIC CONTROL SYSTEM LS 236,000.0000 236,000.00 0.750 177,000 005 PORTABLE RADAR SPEED FEEDBACK SIGN LS 12,000.0000 12,000.00 0.750 9,000 SYSTEMS 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.161 2,898.00 0.679 12,222 007 JOB SITE MANAGEMENT LS 68,000.0000 68,000.00 0.750 51,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 009 TEMPORARY FIBER ROLL LF 6.0000 7,200.00 1,200.000 7,200 010 TEMPORARY CONCRETE WASHOUT LS 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200 011 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 234.0000 3,510.00 0.000 0 012 WATER QUALITY MONITORING REPORT EA 312.0000 624.00 0.000 0 013 WATER QUALITY ANNUAL REPORT EA 780.0000 780.00 0.000 0 014 TEMPORARY CREEK DIVERSION SYSTEMS LS 35,000.0000 35,000.00 1.000 35,000 015 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 26,836.0000 26,836.00 0.750 20,127 016 INVASIVE SPECIES CONTROL LS 5,500.0000 5,500.00 0.750 4,125 017 DITCH EXCAVATION CY 150.0000 150.00 1.000 150 018 BONDED FIBER MATRIX (SQFT) SQFT 0.2700 8,235.00 36,500.000 9,855.00 36,500.000 9,855 019 MINOR HOT MIX ASPHALT TON 525.0000 13,125.00 24.100 12,652 020 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 90.0000 6,030.00 67.000 6,030 021 STRUCTURAL CONCRETE, HEADWALL CY 2,300.0000 121,900.00 38.300 88,090.00 53.000 121,900 (F) 022 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 50,000.00 20.000 50,000 (F) PROGRAM CAS145 PAGE 2 DATE 09/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5604 TIME 07:21 AM ESTIMATE NO. 004 BID OPENING 04/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 09/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BAR REINFORCING STEEL LB 3.0000 17,028.00 4,056.000 12,168.00 5,676.000 17,028 (F) 024 24" CORRUGATED STEEL PIPE (.109" THICK) LF 525.0000 183,750.00 349.800 183,645 025 30" CORRUGATED STEEL PIPE (.109" THICK) LF 625.0000 33,125.00 53.000 33,125 026 36" CORRUGATED STEEL PIPE (.109" THICK) LF 500.0000 185,000.00 367.000 183,500 027 72" CORRUGATED STEEL PIPE (.138" THICK) LF 1,350.0000 108,000.00 80.000 108,000 028 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 95.0000 2,945.00 31.000 2,945 (.109" THICK) 029 18" ANCHOR ASSEMBLY EA 275.0000 550.00 2.000 550 030 DEBRIS RACK CAGE (H=6') EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000 031 36" CORRUGATED STEEL PIPE INLET LF 250.0000 3,000.00 12.000 3,000 (.109" THICK) 032 36" CORRUGATED STEEL PIPE RISER LF 445.0000 5,340.00 12.000 5,340 (.109" THICK) 033 24" STEEL FLARED END SECTION EA 200.0000 800.00 4.000 800 034 30" STEEL FLARED END SECTION EA 400.0000 400.00 1.000 400 035 36" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 036 ABANDON CULVERT (LF) LF 40.0000 8,000.00 195.000 7,800 037 REMOVE CULVERT (LF) LF 40.0000 27,200.00 644.800 25,792 038 REMOVE DOWNDRAIN (EA) EA 400.0000 400.00 1.000 400 039 REMOVE INLET EA 990.0000 990.00 2.000 1,980 040 REMOVE HEADWALL EA 1,000.0000 7,000.00 1.000 1,000.00 7.000 7,000 041 REMOVE FLARED END SECTION (EA) EA 350.0000 1,400.00 4.000 1,400 042 RECONSTRUCT MASONRY ROCK WALL LS 8,500.0000 8,500.00 0.000 0 043 CLEANING, INSPECTING, AND PREPARING LF 14.7700 17,280.90 1,089.000 16,084 CULVERT (LF) 044 CULVERT CONTACT GROUTING CY 50,000.0000 25,000.00 0.000 0 045 SAND BACKFILL CY 225.0000 3,150.00 13.400 3,015 046 18" CURED-IN-PLACE PIPELINER LF 369.0000 14,022.00 0.000 0 047 24" CURED-IN-PLACE PIPELINER LF 136.0000 44,880.00 0.000 0 048 30" CURED-IN-PLACE PIPELINER LF 247.0000 51,870.00 0.000 0 049 36" CURED-IN-PLACE PIPELINER LF 223.0000 136,030.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5604 TIME 07:21 AM ESTIMATE NO. 004 BID OPENING 04/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 09/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETED-ROCK SLOPE PROTECTION CY 625.0000 15,000.00 13.500 8,437.50 24.000 15,000 (F) (1/4 T, METHOD B) (CY) 051 ROCK SLOPE PROTECTION CY 300.0000 13,200.00 32.000 9,600.00 44.000 13,200 (1/4 T, CLASS V, METHOD B) (CY) 052 ROCK SLOPE PROTECTION CY 400.0000 10,800.00 10.000 4,000.00 27.000 10,800 (150 LB, CLASS III, METHOD B) (CY) 053 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 800.00 38.000 152.00 200.000 800 054 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,380.00 3,190.000 6,380 (F) 055 STAIN GALVANIZED SURFACES (LS) LS 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500 056 MARKER (CULVERT) EA 65.0000 1,950.00 30.000 1,950 057 RESET ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 1.000 300 058 RECONSTRUCT END ANCHOR ASSEMBLY EA 750.0000 750.00 1.000 750 (TYPE SFT) 059 RECONSTRUCT TERMINAL SYSTEM (TYPE FLEAT) EA 3,650.0000 3,650.00 1.000 3,650 060 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 061 RECONSTRUCT GUARDRAIL LF 40.0000 4,000.00 100.000 4,000 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 CABLE RAILING LF 90.0000 4,680.00 38.000 3,420.00 52.000 4,680 (F) PROGRAM CAS145 PAGE 4 DATE 09/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5604 TIME 07:21 AM ESTIMATE NO. 004 BID OPENING 04/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 09/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 152,120.50 1,298,254.03 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 152,120.50 1,298,254.03 064 MOBILIZATION LS 175,000.0000 175,000.00 1.000 175,000 ORIGINAL CONTRACT AMOUNT 1,886,040.90 TOTAL WORK COMPLETED 152,120.50 1,473,254.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -4,000.00 TOTAL 152,120.50 1,469,254.03 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 05/08/20 56 05/27/20 05/27/20 10/01/20 38 35 0 0 78% 68% PROGRESS IS SATISFACTORY DAN RECHS RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/20