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 10/22/19 EST. NO. 002 TIME 10:16 AM R.E. NAME: LOADER, MARK 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 10/22/19 EST. NO. 002 TIME 10:16 AM R.E. NAME: LOADER, MARK 02-4C1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 10/19 -5,000.00 002 -5,000.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 053 -33,942.41 001 OVERBID ITEM NO. 053 -9,051.31 002 -9,051.31 -42,993.72 TOTAL DEDUCTIONS -14,051.31 -47,993.72 PROGRAM CAS145 PAGE 1 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 10:16 AM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 10/22/19 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 0.147 735.00 0.231 1,155 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.147 2,940.00 0.231 4,620 004 TRAFFIC CONTROL SYSTEM LS 95,000.0000 95,000.00 0.147 13,965.00 0.231 21,945 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.147 735.00 0.231 1,155 006 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 1.000 500.00 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 5,500.00 1.000 5,500 011 TEMPORARY CREEK DIVERSION SYSTEM PM52.66 LS 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500 012 TEMPORARY CREEK DIVERSION SYSTEM PM54.45 LS 5,500.0000 5,500.00 1.000 5,500.00 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 3.000 900.00 3.000 900 015 TEMPORARY FIBER ROLL LF 7.5000 1,500.00 0.000 0 016 TEMPORARY SILT FENCE LF 4.7500 2,850.00 228.000 1,083.00 228.000 1,083 017 STREET SWEEPING LS 3,500.0000 3,500.00 0.147 514.50 0.147 514 018 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.147 367.50 0.147 367 019 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 98.400 4,920.00 98.400 4,920 PROGRAM CAS145 PAGE 2 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 10:16 AM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 HOT MIX ASPHALT (TYPE A) TON 550.0000 55,000.00 0.000 0 025 PRECAST REINFORCED CONCRETE BOX CULVERT LF 2,000.0000 116,000.00 0.000 0 026 STRUCTURAL CONCRETE, HEADWALL CY 2,200.0000 220,000.00 0.000 0 (F) 027 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 4,950.00 2.320 2,552.00 2.320 2,552 (F) 028 MINOR CONCRETE MINOR STRUCTURE CY 2,200.0000 79,200.00 14.820 32,604.00 22.470 49,434 (F) (END TREATMENT) 029 BAR REINFORCING STEEL LB 4.0000 42,192.00 0.000 0 (F) 030 18" ALTERNATIVE PIPE CULVERT LF 120.0000 57,600.00 255.600 30,672.00 300.100 36,012 031 24" ALTERNATIVE PIPE CULVERT LF 445.0000 471,700.00 653.400 290,763.00 842.300 374,823 032 36" ALTERNATIVE PIPE CULVERT LF 500.0000 26,500.00 4.000 2,000.00 56.100 28,050 033 18" ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 2.000 400.00 2.000 400 034 24" ALTERNATIVE FLARED END SECTION EA 450.0000 1,800.00 3.000 1,350.00 3.000 1,350 035 36" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600 036 ABANDON CULVERT (LF) LF 44.0000 21,120.00 117.500 5,170.00 117.500 5,170 037 REMOVE CULVERT (LF) LF 44.0000 65,120.00 733.300 32,265.20 998.000 43,912 038 REMOVE REINFORCED CONCRETE BOX CULVERT LF 245.0000 4,900.00 0.000 0 (LF) 039 REMOVE INLET EA 1,510.0000 9,060.00 5.000 7,550.00 5.000 7,550 040 REMOVE HEADWALL EA 1,510.0000 24,160.00 4.000 6,040.00 9.000 13,590 041 SAND BACKFILL CY 325.0000 24,050.00 18.300 5,947.50 18.300 5,947 042 ROCK SLOPE PROTECTION CY 125.0000 15,000.00 32.600 4,075.00 32.600 4,075 (300 LB, CLASS IV, METHOD B) (CY) 043 ROCK SLOPE PROTECTION CY 125.0000 18,750.00 20.900 2,612.50 106.100 13,262 (150 LB, CLASS III, METHOD B) (CY) 044 ROCK SLOPE PROTECTION CY 125.0000 21,250.00 122.000 15,250.00 122.000 15,250 (60 LB, CLASS II, METHOD B) (CY) 045 ROCK SLOPE PROTECTION CY 125.0000 6,875.00 31.200 3,900.00 54.300 6,787 (20 LB, CLASS I, METHOD B) (CY) 046 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,912.00 478.000 1,912.00 478.000 1,912 (F) 047 JACKED 36" WELDED STEEL PIPE LF 1,215.0000 328,050.00 73.200 88,938.00 73.200 88,938 048 JACKED 48" WELDED STEEL PIPE LF 1,514.0000 146,858.00 100.000 151,400.00 100.000 151,400 049 MARKER (CULVERT) EA 60.0000 3,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 10:16 AM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C1504 TIME 10:16 AM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 728,561.20 907,051.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 728,561.20 907,051.00 053 MOBILIZATION LS 280,000.0000 280,000.00 0.200 56,000.00 0.950 266,000 ORIGINAL CONTRACT AMOUNT 2,347,434.50 TOTAL WORK COMPLETED 784,561.20 1,173,051.00 MATERIALS ON HAND ON SITE -125,967.35 0.00 DEDUCTIONS -14,051.31 -47,993.72 TOTAL 644,542.54 1,125,057.28 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 01/31/20 21 6 0 0 48% 22% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/19