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 10/07/20 EST. NO. 002 TIME 03:40 PM R.E. NAME: NATHAN ALEXANDER 02-2H9904 --------------------------------------------------------------------------- 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 10/07/20 EST. NO. 002 TIME 03:40 PM R.E. NAME: NATHAN ALEXANDER 02-2H9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 -10,000.00 002 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 002 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 9/20 LETTER -2,000.00 002 -2,000.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 058 -87,449.40 001 OVERBID ITEM NO. 058 87,449.40 002 87,449.40 0.00 TOTAL DEDUCTIONS 65,449.40 -22,000.00 PROGRAM CAS145 PAGE 1 DATE 10/07/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H9904 TIME 03:40 PM ESTIMATE NO. 002 BID OPENING 05/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 10/07/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-SHA-44-51.6/52.2 ---------------------------------- J.F. SHEA CONSTRUCTION, INC. IN SHASTA COUNTY NEAR VIOLA FROM 17400 CLEAR CREEK ROAD 0.4 MILE EAST TO 1.1 MILES EAST OF REDDING CA 96001 BRIDGE CREEK ROAD. FED. AID NO. HSST-P044(59)E IMPROVE CURVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,548.0000 2,548.00 1.000 2,548 002 TIME-RELATED OVERHEAD (LS) LS 38,688.0000 38,688.00 0.689 26,656.03 1.000 38,688 003 DEVELOP WATER SUPPLY LS 15,990.0000 15,990.00 1.000 15,990 004 CONSTRUCTION AREA SIGNS LS 2,475.0000 2,475.00 0.407 1,007.33 1.000 2,475 005 TRAFFIC CONTROL SYSTEM LS 208,322.0000 208,322.00 0.689 143,533.86 1.000 208,322 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,744.0000 3,744.00 0.689 2,579.62 1.000 3,744 SYSTEMS 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,992.0000 4,992.00 0.689 3,439.49 1.000 4,992 008 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 6,240.0000 6,240.00 0.689 4,299.36 1.000 6,240 009 JOB SITE MANAGEMENT LS 6,300.0000 6,300.00 0.689 4,340.70 1.000 6,300 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,548.0000 2,548.00 0.250 637.00 1.000 2,548 PLAN 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY COVER SQYD 8.1900 8,190.00 1,000.000 8,190.00 1,000.000 8,190 013 TEMPORARY CHECK DAM LF 8.0000 4,400.00 550.000 4,400.00 550.000 4,400 014 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 975.00 3.000 975.00 3.000 975 015 TEMPORARY FIBER ROLL LF 8.0000 12,000.00 1,500.000 12,000.00 1,500.000 12,000 016 TEMPORARY SILT FENCE LF 13.0000 7,800.00 600.000 7,800.00 600.000 7,800 017 TEMPORARY CONSTRUCTION ENTRANCE EA 8,900.0000 8,900.00 1.000 8,900 018 STREET SWEEPING LS 10,400.0000 10,400.00 0.689 7,165.60 1.000 10,400 019 TEMPORARY CONCRETE WASHOUT LS 650.0000 650.00 0.689 447.85 1.000 650 020 TREATED WOOD WASTE LB 0.2500 19.00 0.000 0 021 CLEARING AND GRUBBING (LS) LS 110,000.0000 110,000.00 1.000 110,000.00 1.000 110,000 022 DUST PALLIATIVE LS 5,613.0000 5,613.00 1.000 5,613.00 1.000 5,613 PROGRAM CAS145 PAGE 2 DATE 10/07/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H9904 TIME 03:40 PM ESTIMATE NO. 002 BID OPENING 05/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 10/07/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 26.9000 365,840.00 13,600.000 365,840 024 SHOULDER BACKING TON 66.0000 35,640.00 640.300 42,259.80 640.300 42,259 025 FIBER REINFORCED MATRIX (1) SQFT 0.1800 9,000.00 49,968.000 8,994.24 49,968.000 8,994 026 FIBER REINFORCED MATRIX (3) SQFT 0.4000 4,040.00 10,098.000 4,039.20 10,098.000 4,039 027 FIBER REINFORCED MATRIX (2) SQFT 0.2400 6,864.00 28,551.000 6,852.24 28,551.000 6,852 028 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2500 12,500.00 49,968.000 12,492.00 49,968.000 12,492 029 COMPOST (CY) CY 96.7200 26,114.40 270.000 26,114.40 270.000 26,114 030 FINISHING ROADWAY LS 4,560.0000 4,560.00 1.000 4,560.00 1.000 4,560 031 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 104,400.00 2,610.000 104,400.00 2,610.000 104,400 032 HOT MIX ASPHALT (TYPE A) TON 100.0000 474,000.00 4,527.420 452,742.00 4,527.420 452,742 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 11.0000 330.00 30.000 330.00 30.000 330 034 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 11.0000 7,150.00 1,065.000 11,715.00 1,065.000 11,715 035 PLACE HOT MIX ASPHALT SQYD 46.0000 552.00 15.560 715.76 15.560 715 (MISCELLANEOUS AREA) 036 TACK COAT TON 559.0000 3,913.00 7.000 3,913.00 7.000 3,913 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 34.0000 4,760.00 140.000 4,760 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,640.0000 25,480.00 0.920 3,348.80 7.000 25,480 (F) 039 24" CORRUGATED STEEL PIPE (.109" THICK) LF 390.0000 42,900.00 119.500 46,605 040 24" STEEL FLARED END SECTION EA 1,040.0000 3,120.00 3.000 3,120 041 REMOVE CULVERT (LF) LF 156.0000 8,268.00 53.000 8,268 042 REMOVE FLARED END SECTION (EA) EA 520.0000 1,040.00 2.000 1,040 043 ROCK SLOPE PROTECTION CY 520.0000 5,720.00 10.800 5,616 (60 LB, CLASS II, METHOD B) (CY) 044 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 31.2000 1,185.60 37.200 1,160 045 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,257.00 1,419.000 4,257 (F) 046 DELINEATOR (CLASS 2) EA 52.0000 2,080.00 40.000 2,080.00 40.000 2,080 047 PAVEMENT MARKER EA 14.0000 3,780.00 270.000 3,780.00 270.000 3,780 (RETROREFLECTIVE-RECESSED) 048 MILEPOST MARKER EA 52.0000 52.00 1.000 52.00 1.000 52 049 MARKER (CULVERT) EA 52.0000 208.00 4.000 208.00 4.000 208 PROGRAM CAS145 PAGE 3 DATE 10/07/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H9904 TIME 03:40 PM ESTIMATE NO. 002 BID OPENING 05/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 10/07/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 OBJECT MARKER (TYPE L-1) EA 52.0000 104.00 2.000 104.00 2.000 104 051 REMOVE ROADSIDE SIGN EA 156.0000 312.00 2.000 312 052 RESET ROADSIDE SIGN EA 312.0000 312.00 1.000 312.00 1.000 312 053 RECONSTRUCT TURNABLE SIGN EA 520.0000 520.00 1.000 520.00 1.000 520 054 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 1,400.00 44.000 1,100.00 44.000 1,100 055 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 5,634.00 9,390.000 5,634.00 9,390.000 5,634 (SPRAYABLE) 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 INVASIVE SPECIES CONTROL LS 4,650.0000 4,650.00 0.517 2,404.05 1.000 4,650 PROGRAM CAS145 PAGE 4 DATE 10/07/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2H9904 TIME 03:40 PM ESTIMATE NO. 002 BID OPENING 05/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 10/07/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,041,755.33 1,624,801.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,041,755.33 1,624,801.28 058 MOBILIZATION LS 284,000.0000 284,000.00 0.050 14,200.00 1.000 284,000 ORIGINAL CONTRACT AMOUNT 1,919,480.00 TOTAL WORK COMPLETED 1,055,955.33 1,908,801.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 65,449.40 -22,000.00 TOTAL 1,121,404.73 1,886,801.28 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 058 MOBILIZATION 191,948.00 284,000.00 92,052.00 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 06/09/20 45 08/03/20 08/03/20 08/28/20 20 0 0 0 100% 100% NATHAN ALEXANDER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/07/20