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 06/19/24 EST. NO. 003 TIME 11:00 AM 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 06/19/24 EST. NO. 003 TIME 11:00 AM R.E. NAME: RIDDLE NICHOLAS 02-4H6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 4/24 -10,000.00 001 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 11:00 AM ESTIMATE NO. 003 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 06/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 06/19/24 LOCATION RERUN PROGRESS 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 0.043 1,548.00 0.543 19,548 003 DEVELOP WATER SUPPLY LS 2,700.0000 2,700.00 0.043 116.10 0.543 1,466 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625 005 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.043 19,780.00 0.543 249,780 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,700.0000 8,700.00 0.043 374.10 0.543 4,724 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,500.0000 10,500.00 0.043 451.50 0.543 5,701 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 80.0000 15,200.00 6.000 480.00 30.000 2,400 009 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.043 516.00 0.543 6,516 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,200.0000 2,200.00 0.750 1,650 011 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,200.0000 2,200.00 0.500 1,100 CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 320.00 0.000 0 013 TEMPORARY FIBER ROLL LF 12.0000 1,020.00 85.000 1,020 014 TEMPORARY GRAVEL BAG BERM LF 20.0000 600.00 0.000 0 015 TEMPORARY SILT FENCE LF 6.5000 57,265.00 8,303.000 53,969 016 STREET SWEEPING LS 11,000.0000 11,000.00 0.043 473.00 0.543 5,973 017 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 0.250 125.00 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 1,500.00 1.000 1,500 OCCURRING ASBESTOS) 022 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 720.00 72.000 720 PROGRAM CAS145 PAGE 2 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 11:00 AM ESTIMATE NO. 003 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 06/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.043 1,505.00 0.543 19,005 024 ROADWAY EXCAVATION CY 113.0000 594,380.00 4,547.000 513,811 025 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 135.0000 55,350.00 407.000 54,945 ASBESTOS) 026 IMPORTED BORROW (CY) CY 100.0000 600.00 0.000 0 027 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.6500 9,685.00 0.000 0 028 BONDED FIBER MATRIX (SQFT) SQFT 0.5000 49,200.00 0.000 0 029 FIBER REINFORCED MATRIX (SQFT) SQFT 0.3000 8,430.00 0.000 0 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.5000 4,900.00 0.000 0 031 COMPOST (CY) CY 310.0000 34,100.00 0.000 0 032 INCORPORATE MATERIALS SQFT 0.6000 6,900.00 0.000 0 033 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 331,000.00 23.500 2,350.00 2,898.900 289,890 034 HOT MIX ASPHALT (TYPE A) TON 310.0000 1,596,500.00 21.000 6,510.00 21.000 6,510 035 MINOR HOT MIX ASPHALT TON 820.0000 11,480.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 27.0000 12,690.00 0.000 0 037 TACK COAT TON 1,300.0000 11,700.00 0.000 0 038 MINOR CONCRETE (MINOR STRUCTURE) CY 5,650.0000 79,100.00 1.380 7,797.00 14.000 79,100 (F) 039 CONCRETE BACKFILL (PIPE TRENCH) CY 520.0000 6,240.00 12.000 6,240.00 12.000 6,240 (F) 040 24" POLYMERIC SHEET COATED CORRUGATED LF 580.0000 75,400.00 130.000 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 0.000 0 043 24" STEEL FLARED END SECTION EA 640.0000 1,280.00 2.000 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 8,320.00 3.200 8,320 046 REMOVE CULVERT (EA) EA 2,100.0000 6,300.00 2.000 4,200.00 3.000 6,300 047 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,100.0000 2,200.00 0.000 0 METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 56.0000 1,232.00 0.000 0 049 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,180.00 236.000 1,180.00 236.000 1,180 (F) PROGRAM CAS145 PAGE 3 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 11:00 AM ESTIMATE NO. 003 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 06/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 051 MARKER (CULVERT) EA 75.0000 450.00 0.000 0 052 TREATMENT BEST MANAGEMENT PRACTICE EA 95.0000 1,330.00 0.000 0 MARKER 053 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 2.5000 20,775.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H6604 TIME 11:00 AM ESTIMATE NO. 003 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 06/20/24 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 140,145.70 1,497,104.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 140,145.70 1,497,104.20 054 MOBILIZATION LS 270,000.0000 270,000.00 0.950 256,500 ORIGINAL CONTRACT AMOUNT 3,977,006.00 TOTAL WORK COMPLETED 140,145.70 1,753,604.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 140,145.70 1,743,604.20 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 11/16/23 70 04/03/24 04/03/24 07/24/24 38 91 0 0 44% 54% PROGRESS IS SATISFACTORY *** SUSPENDED ON 06/10/24. RIDDLE NICHOLAS RESIDENT ENGINEER