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 04/19/21 EST. NO. 011 TIME 07:10 AM R.E. NAME: NATHAN ALEXANDER 02-4F2004 --------------------------------------------------------------------------- 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 04/19/21 EST. NO. 011 TIME 07:10 AM R.E. NAME: NATHAN ALEXANDER 02-4F2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SECTION 55-1.02 -5,000.00 008 MISSING CEM4401 2019 -10,000.00 009 MISSING CEM2020 -10,000.00 009 RCVD CEM4401 2019 10,000.00 010 RCVD CEM4401 2020 10,000.00 010 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 009 RCVD CEM2402 10,000.00 010 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 2/19 -2,000.00 001 PER LTR DATED 7/19 -1,000.00 002 PER LTR DATED 8/19 -1,000.00 003 RTN DEDUCT 7/19 1,000.00 003 PER LTR DATED 9/19 -1,000.00 004 RTN DEDUCT 8/19 1,000.00 004 RTN DEDUCT 2/19 2,000.00 004 RELEASE 9/19 DEDCUT 1,000.00 006 PER LTTR DATED 1/20 -2,000.00 008 RELEASE 11/19 DEDUCT 1,000.00 008 PER 11/20 LETTER -1,000.00 009 RELEASE 1/20 LETTER 1,000.00 009 RELEASE 1/20 DEDUCT 1,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 LOCATION FINAL ESTIMATE 02-SHA-44-59.4/59.8 -------------- STEELHEAD CONSTRUCTORS, INCL. IN SHASTA COUNTY NEAR OLD STATION 2940 INNSBRUCK DR FROM 0.3 MILE WEST TO 0.2 MILE EAST REDDING CA 96003 OF HAT CREEK BRIDGE FED. AID NO. B1NH-P044(57)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,600.0000 2,600.00 1.000 2,600 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,600.0000 2,600.00 1.000 2,600 003 TIME-RELATED OVERHEAD (LS) LS 374,000.0000 374,000.00 1.000 374,000 004 DEVELOP WATER SUPPLY LS 4,400.0000 4,400.00 1.000 4,400 005 CONSTRUCTION AREA SIGNS LS 4,100.0000 4,100.00 1.000 4,100 006 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 1.000 450,000 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 1,000.00 623.000 1,557 008 CHANNELIZER (SURFACE MOUNTED) EA 47.0000 517.00 11.000 517 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,000.0000 13,000.00 1.000 13,000 010 TEMPORARY RAILING (TYPE K) LF 69.0000 12,420.00 200.000 13,800 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,300.0000 25,200.00 4.000 25,200 SYSTEM 012 JOB SITE MANAGEMENT LS 36,000.0000 36,000.00 1.000 36,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,700.0000 2,700.00 1.000 2,700 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 MOVE-IN/MOVE-OUT EA 1,100.0000 4,400.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY TACKED STRAW SQYD 0.5700 6,840.00 0.000 0 017 TEMPORARY COVER SQYD 80.0000 1,760.00 23.150 1,852 018 TEMPORARY CHECK DAM LF 21.0000 22,890.00 48.000 1,008 019 TEMPORARY DRAINAGE INLET PROTECTION EA 490.0000 980.00 5.000 2,450 020 TEMPORARY FIBER ROLL LF 3.5000 6,300.00 420.000 1,470 021 TEMPORARY SILT FENCE LF 4.5000 810.00 180.000 810 022 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 2,200.00 1.000 2,200 PROGRAM CAS145 PAGE 2 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 9,700.0000 9,700.00 1.000 9,700 024 TEMPORARY CONCRETE WASHOUT LS 940.0000 940.00 1.000 940 025 TEMPORARY CREEK DIVERSION SYSTEM LS 57,000.0000 57,000.00 1.000 57,000 026 TREATED WOOD WASTE LB 1.0000 2,200.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 970.0000 19,400.00 8.000 7,760 028 FISH PROTECTION LS 14,000.0000 14,000.00 1.000 14,000 029 INVASIVE SPECIES PREVENTION PLAN LS 8,800.0000 8,800.00 1.000 8,800 030 BAT AND BIRD EXCLUSION DEVICE LS 33,000.0000 33,000.00 1.000 33,000 031 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 5,265.00 395.000 1,777 032 TEMPORARY RETAINING WALL SQFT 54.0000 26,460.00 641.750 34,654 033 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 034 DUST PALLIATIVE LS 3,000.0000 3,000.00 1.000 3,000 035 ROADWAY EXCAVATION CY 38.0000 199,120.00 5,240.000 199,120 036 SHOULDER BACKING TON 49.0000 16,170.00 248.510 12,176 037 STRUCTURE EXCAVATION (BRIDGE) CY 140.0000 5,320.00 38.000 5,320 (F) 038 STRUCTURE EXCAVATION (TYPE D) CY 52.0000 33,904.00 652.000 33,904 (F) 039 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 42,200.00 211.000 42,200 (F) 040 DITCH EXCAVATION CY 23.0000 1,196.00 50.760 1,167 041 IMPORTED BORROW (CY) CY 42.0000 12,600.00 293.000 12,306 042 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 2,224.00 13,900.000 2,224 043 HYDROSEED SQFT 0.2400 12,552.00 52,300.000 12,552 044 FINISHING ROADWAY LS 1,600.0000 1,600.00 1.000 1,600 045 CLASS 2 AGGREGATE BASE (CY) CY 69.0000 151,110.00 2,162.900 149,240 046 HOT MIX ASPHALT (TYPE A) TON 160.0000 545,600.00 3,263.350 522,136 047 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 100.00 20.000 100 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 750.00 169.000 845 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 1,750.00 635.000 3,175 PROGRAM CAS145 PAGE 3 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 2,700.00 516.000 2,580 051 PLACE HOT MIX ASPHALT SQYD 120.0000 3,120.00 26.670 3,200 (MISCELLANEOUS AREA) 052 TACK COAT TON 1,600.0000 9,600.00 2.550 4,080 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.0000 10,070.00 522.660 9,930 054 HIGH FRICTION SURFACE TREATMENT SQYD 29.0000 256,940.00 8,860.000 256,940 055 RAIL ELEMENT WALL SQFT 70.0000 16,800.00 112.500 7,875 056 TEMPORARY BRIDGE LS 140,000.0000 140,000.00 1.000 140,000 057 PRESTRESSING (TRANSVERSE TIE ROD) LS 45,000.0000 45,000.00 1.000 45,000 058 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 800.0000 56,000.00 70.000 56,000 (F) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 238,500.00 159.000 238,500 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 44,100.00 63.000 44,100 (F) (POLYMER FIBER) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,900.0000 27,930.00 14.740 28,006 (F) 062 CONCRETE SURFACE TEXTURE SQFT 52.0000 44,200.00 850.000 44,200 (F) 063 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 80,000.0000 880,000.00 11.000 880,000 GIRDER (100'-110') 064 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 35,000.0000 385,000.00 11.000 385,000 GIRDER 065 JOINT SEAL (MR 1") LF 87.0000 8,874.00 102.000 8,874 066 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 38,775.00 25,850.000 38,775 (F) 067 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 42,450.00 14,150.000 42,450 (F) (BRIDGE) 068 PUBLIC SAFETY PLAN LS 7,900.0000 7,900.00 0.000 0 069 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.5000 23,980.00 4,308.000 23,694 070 FURNISH POLYESTER CONCRETE OVERLAY CF 82.0000 35,752.00 0.000 0 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.5000 41,420.00 0.000 0 (F) 072 BRIDGE REMOVAL LS 160,000.0000 160,000.00 1.000 160,000 073 18" ALTERNATIVE PIPE CULVERT LF 90.0000 33,300.00 364.300 32,787 074 18" CORRUGATED STEEL PIPE (.064" THICK) LF 160.0000 24,000.00 140.400 22,464 075 18" CORRUGATED STEEL PIPE ENERGY EA 320.0000 640.00 2.000 640 DISSIPATOR (.064" THICK) 076 18" STEEL FLARED END SECTION EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 4 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION CY 110.0000 14,300.00 113.700 12,507 (150 LB, CLASS III, METHOD B) (CY) 078 ROCK SLOPE PROTECTION CY 170.0000 3,570.00 33.210 5,645 (20 LB, CLASS I, METHOD B) (CY) 079 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 690.00 247.400 742 080 MISCELLANEOUS IRON AND STEEL LB 3.0000 9,246.00 3,082.000 9,246 (F) 081 PREPARE AND STAIN CONCRETE SQFT 19.0000 16,150.00 850.000 16,150 082 STAIN GALVANIZED SURFACES (LS) LS 17,000.0000 17,000.00 1.000 17,000 083 STAIN GALVANIZED SURFACES (LF) LF 37.0000 8,066.00 215.400 7,969 084 DELINEATOR (CLASS 2) EA 45.0000 1,080.00 34.000 1,530 085 PAVEMENT MARKER EA 29.0000 5,510.00 170.000 4,930 (RETROREFLECTIVE-RECESSED) 086 MILEPOST MARKER EA 63.0000 63.00 1.000 63 087 MARKER (CULVERT) EA 47.0000 376.00 8.000 376 088 OBJECT MARKER (TYPE L-1) EA 53.0000 318.00 3.000 159 089 REMOVE ROADSIDE SIGN EA 42.0000 252.00 6.000 252 090 RESET ROADSIDE SIGN (ONE POST) EA 220.0000 220.00 2.000 440 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 90.00 9.000 90 (0.080"-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 400.00 25.000 400 (0.063"-FRAMED) 093 ROADSIDE SIGN - ONE POST EA 260.0000 1,040.00 4.000 1,040 094 ROADSIDE SIGN - TWO POST EA 420.0000 840.00 2.000 840 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 209.00 18.300 201 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 792.00 43.300 779 (0.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH RAIL ELEMENT LF 16.0000 2,000.00 125.000 2,000 098 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 23,200.00 617.500 24,700 099 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 20,350.00 368.700 20,278 100 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 21,200.00 4.000 21,200 101 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 102 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 17,500.00 5.000 17,500 PROGRAM CAS145 PAGE 5 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CALIFORNIA ST-20S BRIDGE RAIL (MODIFIED) LF 450.0000 128,700.00 286.000 128,700 (F) 104 REMOVE GUARDRAIL LF 14.0000 6,020.00 430.000 6,020 105 THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 6,012.00 6,601.000 5,940 (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 04/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2004 TIME 07:10 AM ESTIMATE NO. 011 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/20 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 04/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,923,959.81 ADJUSTMENT OF COMPENSATION 0.00 -47,293.50 EXTRA WORK 0.00 551,786.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 5,428,452.42 106 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000 ORIGINAL CONTRACT AMOUNT 5,648,123.00 TOTAL WORK COMPLETED 0.00 5,978,452.42 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 0.00 5,973,452.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 11/30/18 85 01/24/19 01/24/19 09/18/20 92 322 10 0 100% 100% NATHAN ALEXANDER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/19/21