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 06/24/20 EST. NO. 001 TIME 05:17 PM R.E. NAME: SUNIL REPAKA 02-4G5604 --------------------------------------------------------------------------- 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 06/24/20 EST. NO. 001 TIME 05:17 PM R.E. NAME: SUNIL REPAKA 02-4G5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5604 TIME 05:17 PM ESTIMATE NO. 001 BID OPENING 02/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: SUNIL REPAKA DATE OF THIS ESTIMATE 06/24/20 LOCATION PROGRESS ESTIMATE 02-TEH-36-1.1/37.0 ----------------- WYLATTI RESOURCE MANAGEMENT, IN TEHAMA COUNTY NEAR PLATINA AT INC VARIOUS LOCATIONS FROM 0.9 MILE 23601 CEMETERY LANE WEST OF TEDOC ROAD TO 0.7 MILE EAST COVELO CA 95428 OF NEVIS ROAD. FED. AID NO. N O N E DRAINAGE SYSTEM RESTORATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,550.6300 1,550.63 1.000 1,550.63 1.000 1,550 002 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.339 1,695.00 0.339 1,695 003 CONSTRUCTION AREA SIGNS LS 19,620.2500 19,620.25 0.536 10,516.45 0.536 10,516 004 TRAFFIC CONTROL SYSTEM LS 221,968.2300 221,968.23 0.339 75,247.23 0.339 75,247 005 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,227.8400 8,227.84 0.339 2,789.24 0.339 2,789 SYSTEMS 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,658.2200 12,658.22 0.339 4,291.14 0.339 4,291 007 JOB SITE MANAGEMENT LS 41,389.8700 41,389.87 0.339 14,031.17 0.339 14,031 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY CHECK DAM LF 10.0000 2,600.00 0.000 0 010 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 400.00 0.000 0 011 TEMPORARY FIBER ROLL LF 5.0000 8,200.00 0.000 0 012 TEMPORARY SILT FENCE LF 10.0000 5,000.00 0.000 0 013 STREET SWEEPING LS 3,000.0000 3,000.00 0.339 1,017.00 0.339 1,017 014 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.339 678.00 0.339 678 015 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,329.1200 5,316.48 0.000 0 016 CLEARING AND GRUBBING (LS) LS 4,423.8600 4,423.86 0.339 1,499.69 0.339 1,499 017 DITCH EXCAVATION CY 40.0000 200.00 0.000 0 018 IMPORTED BORROW (CY) CY 20.0000 3,200.00 79.050 1,581.00 79.050 1,581 019 BONDED FIBER MATRIX (SQFT) SQFT 0.9600 11,616.00 0.000 0 020 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0 021 HOT MIX ASPHALT (TYPE A) TON 147.9100 1,183.28 0.900 133.12 0.900 133 022 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 250.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5604 TIME 05:17 PM ESTIMATE NO. 001 BID OPENING 02/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: SUNIL REPAKA DATE OF THIS ESTIMATE 06/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 250.0000 4,000.00 16.000 4,000.00 16.000 4,000 024 PLACE HOT MIX ASPHALT SQYD 100.0000 2,400.00 0.000 0 (MISCELLANEOUS AREA) 025 STRUCTURAL CONCRETE, HEADWALL CY 2,664.6200 23,981.58 0.000 0 (F) 026 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,878.0700 13,146.49 1.060 1,990.75 1.060 1,990 (F) 027 12" ALTERNATIVE PIPE CULVERT LF 303.2900 16,377.66 0.000 0 028 18" ALTERNATIVE PIPE CULVERT LF 479.1300 35,934.75 0.000 0 029 24" ALTERNATIVE PIPE CULVERT LF 447.4200 268,452.00 432.600 193,553.89 432.600 193,553 030 30" ALTERNATIVE PIPE CULVERT LF 566.9500 56,695.00 56.000 31,749.20 56.000 31,749 031 36" ALTERNATIVE PIPE CULVERT LF 549.3300 104,372.70 112.000 61,524.96 112.000 61,524 032 CONCRETE BACKFILL (PIPE TRENCH) CY 212.4500 15,508.85 9.630 2,045.89 9.630 2,045 (F) 033 36" CORRUGATED STEEL PIPE INLET LF 318.6900 1,912.14 0.000 0 (.064" THICK) 034 24" STEEL FLARED END SECTION EA 192.2700 384.54 0.000 0 035 36" STEEL FLARED END SECTION EA 521.7000 3,130.20 0.000 0 036 12" ALTERNATIVE FLARED END SECTION EA 68.5800 274.32 0.000 0 037 18" ALTERNATIVE FLARED END SECTION EA 633.3000 2,533.20 0.000 0 038 24" ALTERNATIVE FLARED END SECTION EA 517.8000 10,356.00 13.000 6,731.40 13.000 6,731 039 30" ALTERNATIVE FLARED END SECTION EA 734.1400 2,202.42 2.000 1,468.28 2.000 1,468 040 36" ALTERNATIVE FLARED END SECTION EA 521.7000 2,608.50 4.000 2,086.80 4.000 2,086 041 42" ALTERNATIVE FLARED END SECTION EA 919.6800 919.68 0.000 0 042 ABANDON CULVERT (LF) LF 61.7600 20,380.80 25.000 1,544.00 25.000 1,544 043 REMOVE HEADWALL EA 1,000.0000 3,000.00 1.000 1,000.00 1.000 1,000 044 REMOVE FLARED END SECTION (EA) EA 100.0000 1,500.00 10.000 1,000.00 10.000 1,000 045 CLEANING, INSPECTING, AND PREPARING LF 75.6100 20,414.70 0.000 0 CULVERT (LF) 046 SAND BACKFILL CY 125.0000 4,875.00 0.000 0 047 42" CURED-IN-PLACE PIPELINER LF 561.8000 41,573.20 0.000 0 048 54" CURED-IN-PLACE PIPELINER LF 679.7800 135,956.00 0.000 0 049 ROCK SLOPE PROTECTION CY 153.8400 36,921.60 119.550 18,391.57 119.550 18,391 (150 LB, CLASS III, METHOD B) (CY) PROGRAM CAS145 PAGE 3 DATE 06/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5604 TIME 05:17 PM ESTIMATE NO. 001 BID OPENING 02/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: SUNIL REPAKA DATE OF THIS ESTIMATE 06/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION CY 178.5200 3,213.36 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 051 ROCK SLOPE PROTECTION CY 112.3600 20,224.80 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 052 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 5,100.00 337.840 1,689.20 337.840 1,689 053 MISCELLANEOUS IRON AND STEEL LB 4.0400 5,752.96 239.000 965.56 239.000 965 (F) 054 36" TRENCHLESS WELDED STEEL PIPE CULVERT LF 1,182.5300 390,234.90 0.000 0 (0.625" THICK) 055 RECONSTRUCT FENCE LF 15.0000 4,350.00 0.000 0 056 MARKER (CULVERT) EA 75.0000 3,900.00 16.000 1,200.00 16.000 1,200 057 THERMOPLASTIC TRAFFIC STRIPE LF 11.8400 12,432.00 0.000 0 (SPRAYABLE) 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 PREPARE STORM WATER POLLUTION PREVENTION LS 3,101.2600 3,101.26 0.750 2,325.95 0.750 2,325 PLAN 060 RAIN EVENT ACTION PLAN EA 310.1300 3,101.30 0.000 0 061 STORM WATER SAMPLING AND ANALYSIS DAY EA 626.5900 6,265.90 0.000 0 062 STORM WATER ANNUAL REPORT EA 1,259.4900 1,259.49 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5604 TIME 05:17 PM ESTIMATE NO. 001 BID OPENING 02/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: SUNIL REPAKA DATE OF THIS ESTIMATE 06/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 448,297.12 448,297.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 448,297.12 448,297.12 063 MOBILIZATION LS 83,933.7000 83,933.70 0.950 79,737.02 0.950 79,737 ORIGINAL CONTRACT AMOUNT 1,742,735.66 TOTAL WORK COMPLETED 528,034.14 528,034.14 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 528,034.14 528,034.14 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 02/26/20 56 00/00/00 00/00/00 08/11/20 19 29 0 0 30% 34% PROGRESS IS SATISFACTORY SUNIL REPAKA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/24/20