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 06/22/20 EST. NO. 006 TIME 03:57 PM R.E. NAME: JEFF STEPPAT 02-4C1504 --------------------------------------------------------------------------- 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 06/22/20 EST. NO. 006 TIME 03:57 PM R.E. NAME: JEFF STEPPAT 02-4C1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 10/19 -5,000.00 002 PER LTTR DATED 11/19 -3,000.00 003 RELEASE 10/19 DEDUCT 5,000.00 003 PER LTTR DATED 12/19 -2,000.00 004 RETURN 11/19 DEDUCT 3,000.00 004 0.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 053 -33,942.41 001 OVERBID ITEM NO. 053 -9,051.31 002 OVERBID ITEM NO. 053 -2,262.83 003 0.00 -45,256.55 TOTAL DEDUCTIONS 0.00 -47,256.55 PROGRAM CAS145 PAGE 1 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 03:57 PM ESTIMATE NO. 006 BID OPENING 05/09/19 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: JEFF STEPPAT DATE OF THIS ESTIMATE 06/22/20 LOCATION PROGRESS ESTIMATE 02-SIS-96-23.4/54.5 ----------------- HAYES & SONS INC IN SISKIYOU COUNTY AT AND NEAR 60833 GORDONS FERRY ROAD HAPPY CAMP AT VARIOUS LOCATIONS HAPPY CAMP CA 96039 FROM 0.1 MILE EAST OF SWILLUP CREEK BRIDGE TO 2.1 MILES EAST OF THOMPSON CREEK BRIDGE FED. AID NO. B1ST-P096(61)E REPLACE OR REHABILITATE DRAINAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.500 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.201 1,005.00 0.537 2,685 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.201 4,020.00 0.537 10,740 004 TRAFFIC CONTROL SYSTEM LS 95,000.0000 95,000.00 0.201 19,095.00 0.537 51,015 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.201 1,005.00 0.537 2,685 006 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 0.250 875 PLAN 007 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 2.000 1,000 008 STORM WATER SAMPLING AND ANALYSIS DAY EA 800.0000 8,000.00 0.000 0 009 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 010 TEMPORARY CREEK DIVERSION SYSTEM PM39.52 LS 5,500.0000 5,500.00 1.000 5,500 011 TEMPORARY CREEK DIVERSION SYSTEM PM52.66 LS 5,500.0000 5,500.00 1.000 5,500 012 TEMPORARY CREEK DIVERSION SYSTEM PM54.45 LS 5,500.0000 5,500.00 1.000 5,500 013 TEMPORARY COVER SQYD 25.0000 500.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 900.00 3.000 900 015 TEMPORARY FIBER ROLL LF 7.5000 1,500.00 138.000 1,035 016 TEMPORARY SILT FENCE LF 4.7500 2,850.00 228.000 1,083 017 STREET SWEEPING LS 3,500.0000 3,500.00 0.285 997.50 0.537 1,879 018 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.285 712.50 0.537 1,342 019 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 0.000 0 020 STRUCTURE EXCAVATION CY 25.0000 5,600.00 0.000 0 (F) 021 STRUCTURE BACKFILL CY 135.0000 18,360.00 0.000 0 (F) 022 DITCH EXCAVATION CY 50.0000 7,000.00 134.700 6,735 PROGRAM CAS145 PAGE 2 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 03:57 PM ESTIMATE NO. 006 BID OPENING 05/09/19 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: JEFF STEPPAT DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BONDED FIBER MATRIX (SQFT) SQFT 0.4500 51,300.00 113,710.000 51,169 024 HOT MIX ASPHALT (TYPE A) TON 550.0000 55,000.00 93.950 51,672.50 93.950 51,672 025 PRECAST REINFORCED CONCRETE BOX CULVERT LF 2,000.0000 116,000.00 58.000 116,000.00 58.000 116,000 026 STRUCTURAL CONCRETE, HEADWALL CY 2,200.0000 220,000.00 98.240 216,128.00 98.240 216,128 (F) 027 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 4,950.00 2.320 2,552 (F) 028 MINOR CONCRETE MINOR STRUCTURE CY 2,200.0000 79,200.00 35.870 78,914 (F) (END TREATMENT) 029 BAR REINFORCING STEEL LB 4.0000 42,192.00 10,494.000 41,976.00 10,494.000 41,976 (F) 030 18" ALTERNATIVE PIPE CULVERT LF 120.0000 57,600.00 300.100 36,012 031 24" ALTERNATIVE PIPE CULVERT LF 445.0000 471,700.00 1,084.600 482,647 032 36" ALTERNATIVE PIPE CULVERT LF 500.0000 26,500.00 56.100 28,050 033 18" ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 2.000 400 034 24" ALTERNATIVE FLARED END SECTION EA 450.0000 1,800.00 4.000 1,800 035 36" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600 036 ABANDON CULVERT (LF) LF 44.0000 21,120.00 401.000 17,644 037 REMOVE CULVERT (LF) LF 44.0000 65,120.00 37.600 1,654.40 1,297.600 57,094 038 REMOVE REINFORCED CONCRETE BOX CULVERT LF 245.0000 4,900.00 25.000 6,125.00 25.000 6,125 (LF) 039 REMOVE INLET EA 1,510.0000 9,060.00 6.000 9,060 040 REMOVE HEADWALL EA 1,510.0000 24,160.00 2.000 3,020.00 15.000 22,650 041 SAND BACKFILL CY 325.0000 24,050.00 64.200 20,865 042 ROCK SLOPE PROTECTION CY 125.0000 15,000.00 30.000 3,750.00 118.900 14,862 (300 LB, CLASS IV, METHOD B) (CY) 043 ROCK SLOPE PROTECTION CY 125.0000 18,750.00 149.100 18,637 (150 LB, CLASS III, METHOD B) (CY) 044 ROCK SLOPE PROTECTION CY 125.0000 21,250.00 18.000 2,250.00 152.500 19,062 (60 LB, CLASS II, METHOD B) (CY) 045 ROCK SLOPE PROTECTION CY 125.0000 6,875.00 56.000 7,000 (20 LB, CLASS I, METHOD B) (CY) 046 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,912.00 478.000 1,912 (F) 047 JACKED 36" WELDED STEEL PIPE LF 1,215.0000 328,050.00 184.100 223,681 048 JACKED 48" WELDED STEEL PIPE LF 1,514.0000 146,858.00 100.000 151,400 049 MARKER (CULVERT) EA 60.0000 3,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 03:57 PM ESTIMATE NO. 006 BID OPENING 05/09/19 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: JEFF STEPPAT DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CABLE RAILING LF 80.0000 10,640.00 80.400 6,432.00 80.400 6,432 (F) 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 30,400.00 0.000 0 (SPRAYABLE) 052 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.7500 4,537.50 1,206.000 4,522 PROGRAM CAS145 PAGE 4 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 03:57 PM ESTIMATE NO. 006 BID OPENING 05/09/19 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: JEFF STEPPAT DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 475,842.90 1,788,344.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 24,691.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 475,842.90 1,813,036.45 053 MOBILIZATION LS 280,000.0000 280,000.00 1.000 280,000 ORIGINAL CONTRACT AMOUNT 2,347,434.50 TOTAL WORK COMPLETED 475,842.90 2,093,036.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -47,256.55 TOTAL 475,842.90 2,045,779.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 053 MOBILIZATION 234,743.45 280,000.00 45,256.55 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 07/16/19 95 09/11/19 09/11/19 08/20/20 51 143 0 0 85% 54% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/01/19. JEFF STEPPAT RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/20