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 04/23/25 EST. NO. 007 TIME 12:31 PM R.E. NAME: RIDDLE NICHOLAS 02-4H6604 --------------------------------------------------------------------------- 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 04/23/25 EST. NO. 007 TIME 12:31 PM R.E. NAME: RIDDLE NICHOLAS 02-4H6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE UNDERUTILIZATION -182,144.78 006 0.00 -182,144.78 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 4/24 -10,000.00 001 DEDUCT LTTR 7/24 -2,000.00 004 DEDUCT LTTR 8/24 -10,000.00 005 RTN DEDUCT LTR 4/24 10,000.00 007 RTN DEDUCT LTR 7/24 2,000.00 007 RTN DEDUCT LTR 8/24 10,000.00 007 22,000.00 0.00 TOTAL DEDUCTIONS 22,000.00 -182,144.78 PROGRAM CAS145 PAGE 1 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 12:31 PM ESTIMATE NO. 007 BID OPENING 09/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 04/23/25 LOCATION RERUN FINAL ESTIMATE 02-SIS-96-60.8/93.8 -------------------- STIMPEL-WIEBELHAUS ASSOCIATES, SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM INC. 0.3 MILE WEST OF KLAMATH RIVER BRIDGE BR. 1168 INDUSTRIAL STREET NO. 02-0119 TO 0.8 MILE EAST OF EMPIRE REDDING CA 96002 CREEK FED. AID NO. ACNH-P096(65)E HMA (TYPE A), TRAFFIC CONTROL SYSTEM, CLAS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 1.000 3,300 002 TIME-RELATED OVERHEAD (LS) LS 36,000.0000 36,000.00 1.000 36,000 003 DEVELOP WATER SUPPLY LS 2,700.0000 2,700.00 1.000 2,700 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500 005 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 1.000 460,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,700.0000 8,700.00 1.000 8,700 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,500.0000 10,500.00 1.000 10,500 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 80.0000 15,200.00 98.000 7,840 009 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,200.0000 2,200.00 1.000 2,200 011 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,200.0000 2,200.00 1.000 2,200 CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 320.00 1.000 320 013 TEMPORARY FIBER ROLL LF 12.0000 1,020.00 85.000 1,020 014 TEMPORARY GRAVEL BAG BERM LF 20.0000 600.00 30.000 600 015 TEMPORARY SILT FENCE LF 6.5000 57,265.00 8,303.000 53,969 016 STREET SWEEPING LS 11,000.0000 11,000.00 1.000 11,000 017 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 018 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 019 HEALTH AND SAFETY PLAN LS 1,500.0000 1,500.00 1.000 1,500 020 DUST CONTROL PLAN (NATURALLY OCCURRING LS 2,700.0000 2,700.00 1.000 2,700 ASBESTOS) 021 SAMPLING AND ANALYSIS PLAN (NATURALLY LS 1,500.0000 1,500.00 1.000 1,500 OCCURRING ASBESTOS) 022 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 720.00 72.000 720 PROGRAM CAS145 PAGE 2 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 12:31 PM ESTIMATE NO. 007 BID OPENING 09/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 024 ROADWAY EXCAVATION CY 113.0000 594,380.00 5,168.000 583,984 025 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 135.0000 55,350.00 407.000 54,945 ASBESTOS) 026 IMPORTED BORROW (CY) CY 100.0000 600.00 6.000 600 027 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.6500 9,685.00 14,680.000 9,542 028 BONDED FIBER MATRIX (SQFT) SQFT 0.5000 49,200.00 98,390.000 49,195 029 FIBER REINFORCED MATRIX (SQFT) SQFT 0.3000 8,430.00 28,070.000 8,421 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.5000 4,900.00 1,960.000 4,900 031 COMPOST (CY) CY 310.0000 34,100.00 110.000 34,100 032 INCORPORATE MATERIALS SQFT 0.6000 6,900.00 11,440.000 6,864 033 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 331,000.00 3,188.900 318,890 034 HOT MIX ASPHALT (TYPE A) TON 310.0000 1,596,500.00 5,384.110 1,669,074 035 MINOR HOT MIX ASPHALT TON 820.0000 11,480.00 13.500 11,070 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 27.0000 12,690.00 437.000 11,799 037 TACK COAT TON 1,300.0000 11,700.00 8.230 10,699 038 MINOR CONCRETE (MINOR STRUCTURE) CY 5,650.0000 79,100.00 14.000 79,100 (F) 039 CONCRETE BACKFILL (PIPE TRENCH) CY 520.0000 6,240.00 12.000 6,240 (F) 040 24" POLYMERIC SHEET COATED CORRUGATED LF 580.0000 75,400.00 130.000 75,400 STEEL PIPE (.138" THICK) 041 30" POLYMERIC SHEET COATED CORRUGATED LF 720.0000 61,920.00 85.000 61,200 STEEL PIPE (.138" THICK) 042 BIOFILTRATION SOIL MEDIA CY 290.0000 31,900.00 60.450 17,530 043 24" STEEL FLARED END SECTION EA 640.0000 1,280.00 2.000 1,280 044 30" STEEL FLARED END SECTION EA 865.0000 1,730.00 2.000 1,730 045 36" PRECAST CONCRETE PIPE INLET LF 2,600.0000 10,400.00 3.200 8,320 046 REMOVE CULVERT (EA) EA 2,100.0000 6,300.00 3.000 6,300 047 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,100.0000 2,200.00 1.700 1,870 METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 56.0000 1,232.00 21.200 1,187 049 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,180.00 236.000 1,180 (F) PROGRAM CAS145 PAGE 3 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 12:31 PM ESTIMATE NO. 007 BID OPENING 09/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS METAL LB 11.0000 3,729.00 339.000 3,729 (F) 051 MARKER (CULVERT) EA 75.0000 450.00 6.000 450 052 TREATMENT BEST MANAGEMENT PRACTICE EA 95.0000 1,330.00 14.000 1,330 MARKER 053 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 2.5000 20,775.00 9,800.000 24,500 PROGRAM CAS145 PAGE 4 DATE 04/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 12:31 PM ESTIMATE NO. 007 BID OPENING 09/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 04/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,729,699.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 3,729,699.30 054 MOBILIZATION LS 270,000.0000 270,000.00 1.000 270,000 ORIGINAL CONTRACT AMOUNT 3,977,006.00 TOTAL WORK COMPLETED 0.00 3,999,699.30 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 22,000.00 -182,144.78 TOTAL 22,000.00 3,817,554.52 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 11/16/23 70 04/03/24 04/03/24 08/22/24 68 115 0 0 100% 100% RIDDLE NICHOLAS RESIDENT ENGINEER