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 08/21/24 EST. NO. 001 TIME 01:27 PM R.E. NAME: RIDDLE NICHOLAS 02-1J0104 --------------------------------------------------------------------------- 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 08/21/24 EST. NO. 001 TIME 01:27 PM R.E. NAME: RIDDLE NICHOLAS 02-1J0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J0104 TIME 01:27 PM ESTIMATE NO. 001 BID OPENING 05/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/21/24 LOCATION PROGRESS ESTIMATE 02-SIS-96-27.8/99.6 ----------------- HAYES AND SONS INC. SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM 60833 GORDONS FERRY ROAD 4.5 MILES EAST OF SWILLUP CREEK BRIDGE TO HAPPY CAMP CA 96039 1.8 MILES WEST OF KLAMATH RIVER ROAD FED. AID NO. N O N E PIPE CULVERTS, DRAINAGE INLETS AND HEADWAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 002 TIME-RELATED OVERHEAD (LS) LS 5,000.0000 5,000.00 0.243 1,215.00 0.243 1,215 003 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.243 1,215.00 0.243 1,215 004 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.750 10,875.00 0.750 10,875 005 TRAFFIC CONTROL SYSTEM LS 58,000.0000 58,000.00 0.243 14,094.00 0.243 14,094 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 130.0000 7,800.00 0.000 0 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,200.0000 5,200.00 0.243 1,263.60 0.243 1,263 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,600.0000 3,600.00 0.243 874.80 0.243 874 009 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,000.0000 6,000.00 0.243 1,458.00 0.243 1,458 010 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.243 607.50 0.243 607 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 012 TEMPORARY COVER SQYD 2.0000 580.00 0.000 0 013 TEMPORARY CHECK DAM LF 30.0000 2,820.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,750.00 7.000 1,750.00 7.000 1,750 015 TEMPORARY CONCRETE WASHOUT LS 800.0000 800.00 0.500 400.00 0.500 400 016 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,500.0000 3,000.00 0.000 0 017 WATER QUALITY MONITORING REPORT EA 1,000.0000 3,000.00 0.000 0 018 TEMPORARY CREEK DIVERSION SYSTEMS LS 350.0000 350.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.000 0 020 INVASIVE SPECIES CONTROL LS 1,500.0000 1,500.00 0.000 0 021 CLEARING AND GRUBBING (LS) LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 022 SHOULDER BACKING TON 200.0000 1,400.00 6.100 1,220.00 6.100 1,220 PROGRAM CAS145 PAGE 2 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J0104 TIME 01:27 PM ESTIMATE NO. 001 BID OPENING 05/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DITCH EXCAVATION CY 250.0000 75.00 0.300 75.00 0.300 75 024 PLANT TUBE (12" DIAMETER) EA 300.0000 3,600.00 0.000 0 025 BONDED FIBER MATRIX (SQFT) SQFT 2.1000 13,440.00 0.000 0 026 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 1,800.00 10.600 1,272.00 10.600 1,272 027 MINOR HOT MIX ASPHALT TON 690.0000 24,840.00 35.300 24,357.00 35.300 24,357 028 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 90.0000 13,500.00 98.000 8,820.00 98.000 8,820 029 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 148.0000 13,320.00 89.600 13,260.80 89.600 13,260 AREA) 030 STRUCTURAL CONCRETE, HEADWALL CY 4,200.0000 46,200.00 8.000 33,600.00 8.000 33,600 (F) 031 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,500.0000 72,000.00 16.000 72,000.00 16.000 72,000 (F) 032 24" ALTERNATIVE PIPE CULVERT LF 650.0000 247,000.00 230.000 149,500.00 230.000 149,500 033 30" ALTERNATIVE PIPE CULVERT LF 680.0000 57,120.00 48.000 32,640.00 48.000 32,640 034 CONCRETE BACKFILL (PIPE TRENCH) CY 165.0000 6,105.00 10.000 1,650.00 10.000 1,650 (F) 035 24" ANCHOR ASSEMBLY EA 850.0000 13,600.00 12.000 10,200.00 12.000 10,200 036 CABLE ANCHORAGE SYSTEM EA 3,500.0000 3,500.00 0.000 0 037 24" ALTERNATIVE PIPE DOWNDRAIN LF 150.0000 19,500.00 65.000 9,750.00 65.000 9,750 038 DRAINAGE INLET MARKER EA 90.0000 630.00 0.000 0 039 24" ALTERNATIVE PIPE TEE ENERGY EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 DISSIPATOR 040 30" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0 041 ABANDON CULVERT (LF) LF 30.0000 2,700.00 90.000 2,700.00 90.000 2,700 042 REMOVE CULVERT (LF) LF 25.0000 8,250.00 199.000 4,975.00 199.000 4,975 043 REMOVE DOWNDRAIN (EA) EA 500.0000 500.00 0.000 0 044 REMOVE HEADWALL EA 650.0000 3,250.00 4.000 2,600.00 4.000 2,600 045 SAND BACKFILL CY 150.0000 1,650.00 11.000 1,650.00 11.000 1,650 046 FILTER-ROCK SLOPE PROTECTION CY 2,500.0000 5,000.00 1.000 2,500.00 1.000 2,500 047 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 250.0000 5,000.00 12.800 3,200.00 12.800 3,200 METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 264.00 22.000 264.00 22.000 264 049 MISCELLANEOUS IRON AND STEEL LB 3.4000 11,257.40 3,311.000 11,257.40 3,311.000 11,257 (F) PROGRAM CAS145 PAGE 3 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J0104 TIME 01:27 PM ESTIMATE NO. 001 BID OPENING 05/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET MAILBOX EA 250.0000 750.00 0.000 0 051 MARKER (CULVERT) EA 85.0000 1,275.00 0.000 0 052 RESET ROADSIDE SIGN EA 500.0000 1,000.00 0.000 0 053 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 18.0000 26,100.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J0104 TIME 01:27 PM ESTIMATE NO. 001 BID OPENING 05/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 426,694.10 426,694.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 426,694.10 426,694.10 054 MOBILIZATION LS 55,000.0000 55,000.00 1.000 55,000.00 1.000 55,000 ORIGINAL CONTRACT AMOUNT 824,226.40 TOTAL WORK COMPLETED 481,694.10 481,694.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 481,694.10 481,694.10 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 09/01/23 70 07/29/24 07/29/24 11/05/24 17 213 0 0 58% 24% PROGRESS IS SATISFACTORY RIDDLE NICHOLAS RESIDENT ENGINEER