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 04/23/21 EST. NO. 001 TIME 11:41 AM R.E. NAME: OSHITA, STAN 10-0Y2104 --------------------------------------------------------------------------- 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 04/23/21 EST. NO. 001 TIME 11:41 AM R.E. NAME: OSHITA, STAN 10-0Y2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 LOCATION PROGRESS ESTIMATE 10-TUO-108-R4.3/R5.1 ----------------- SIERRA MOUNTAIN CONSTRUCTION IN TUOLUMNE COUNTY ON STATE ROUTE INC. 108 WITHIN THE EAST SONORA BYPASS 13919 MONO WAY,; STAGE II LIMITS AT PEACEFUL OAK SONORA CA 95370 INTERCHANGE FED. AID NO. N O N E CONSTRUCT EASTBOUND ONRAMP AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 202,500.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.000 0 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 5.3000 1,802.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 2,145.00 0.000 0 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 12,900.0000 12,900.00 0.000 0 SYSTEMS 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,490.0000 15,490.00 0.000 0 010 TEMPORARY RAILING (TYPE K) LF 27.5000 50,050.00 0.000 0 011 TEMPORARY CRASH CUSHION MODULE EA 235.0000 19,505.00 0.000 0 012 TEMPORARY TRAFFIC SCREEN LF 6.6000 12,012.00 0.000 0 013 JOB SITE MANAGEMENT LS 150,730.0000 150,730.00 0.000 0 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,844.0000 1,844.00 0.500 922.00 0.500 922 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 195.0000 2,340.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 018 TEMPORARY SOIL BINDER SQYD 0.4200 11,340.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 181.0000 7,964.00 0.000 0 020 TEMPORARY FIBER ROLL LF 3.1100 18,660.00 0.000 0 021 TEMPORARY STRAW BALE BARRIER LF 8.5000 8,500.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,065.0000 20,325.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 63,000.0000 63,000.00 0.000 0 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 527.0000 1,054.00 0.000 0 026 WATER QUALITY MONITORING REPORT EA 790.0000 1,580.00 0.000 0 027 WATER QUALITY ANNUAL REPORT EA 790.0000 790.00 0.000 0 028 TREATED WOOD WASTE LB 0.1100 1,991.00 0.000 0 029 BIRD EXCLUSION DEVICES LS 30,000.0000 30,000.00 0.000 0 030 REMOVE CONCRETE (SQYD) SQYD 26.0000 3,380.00 0.000 0 031 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 1,215.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 230,000.0000 230,000.00 0.000 0 033 ROADWAY EXCAVATION CY 9.0000 96,300.00 0.000 0 034 ROCK EXCAVATION (CONTROLLED BLASTING) CY 18.0000 1,431,000.00 0.000 0 035 STRUCTURE EXCAVATION (BRIDGE) CY 28.0000 5,404.00 0.000 0 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 144.0000 17,568.00 0.000 0 (F) 037 STRUCTURE BACKFILL (SLURRY CEMENT) CY 215.0000 7,525.00 0.000 0 (F) 038 ROCK BLANKET SQFT 8.4000 64,932.00 0.000 0 039 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 33,280.00 0.000 0 040 HYDROMULCH SQFT 0.0400 14,120.00 0.000 0 041 FIBER ROLLS LF 2.9500 35,105.00 0.000 0 042 HYDROSEED SQFT 0.0500 17,650.00 0.000 0 043 COMPOST (CY) CY 54.8000 78,364.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0300 9,120.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 59.0000 237,180.00 0.000 0 046 HOT MIX ASPHALT (TYPE A) TON 108.6000 583,182.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 289.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 198.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 7,463.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.7000 1,292.00 0.000 0 051 PLACE HOT MIX ASPHALT SQYD 36.9000 21,771.00 0.000 0 (MISCELLANEOUS AREA) 052 TACK COAT TON 3,688.0000 22,128.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 22,050.00 0.000 0 054 STEEL PILING (HP 14 X 73) LF 54.0000 32,508.00 0.000 0 055 24" DRILLED HOLE (SOIL) LF 74.0000 39,738.00 0.000 0 056 24" DRILLED HOLE (ROCK SOCKET) LF 949.0000 56,940.00 0.000 0 057 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 445.0000 108,580.00 0.000 0 058 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,777.0000 56,777.00 0.000 0 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,735.0000 86,750.00 0.000 0 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 3,235.0000 1,051,375.00 0.000 0 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,925.0000 308,000.00 0.000 0 (F) (POLYMER FIBER) 062 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,450.0000 72,500.00 0.000 0 (F) (TYPE N) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,325.0000 91,425.00 0.000 0 (F) 064 DRILL AND BOND DOWEL LF 155.0000 6,665.00 0.000 0 065 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 358.0000 13,962.00 0.000 0 066 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 70,555.00 0.000 0 (F) 067 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8400 159,344.00 0.000 0 (F) (BRIDGE) 068 PUBLIC SAFETY PLAN LS 6,325.0000 6,325.00 0.000 0 069 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,712.00 0.000 0 070 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 42,840.00 0.000 0 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.5000 31,416.00 0.000 0 (F) 072 BRIDGE REMOVAL (PORTION) LS 64,000.0000 64,000.00 0.000 0 073 12" ALTERNATIVE PIPE CULVERT LF 275.0000 11,825.00 0.000 0 074 18" ALTERNATIVE PIPE CULVERT LF 130.0000 32,500.00 0.000 0 075 24" ALTERNATIVE PIPE CULVERT LF 160.0000 124,800.00 0.000 0 076 36" ALTERNATIVE PIPE CULVERT LF 200.0000 14,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" PLASTIC PIPE LF 190.0000 9,120.00 0.000 0 078 24" REINFORCED CONCRETE PIPE LF 305.0000 5,795.00 0.000 0 079 36" REINFORCED CONCRETE PIPE LF 250.0000 13,000.00 0.000 0 080 48" REINFORCED CONCRETE PIPE LF 325.0000 16,900.00 0.000 0 081 60" REINFORCED CONCRETE PIPE LF 370.0000 20,720.00 0.000 0 082 36" CORRUGATED STEEL PIPE (.138" THICK) LF 290.0000 11,310.00 0.000 0 083 18" PERFORATED STEEL PIPE UNDERDRAIN LF 90.0000 13,500.00 0.000 0 084 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 100.0000 3,000.00 0.000 0 (F) 085 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 37,700.00 0.000 0 (.109" THICK) 086 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 160.0000 33,600.00 0.000 0 (.138" THICK) 087 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 33,000.00 0.000 0 (.138" THICK) 088 18" ANCHOR ASSEMBLY EA 620.0000 9,300.00 0.000 0 089 24" ANCHOR ASSEMBLY EA 750.0000 6,750.00 0.000 0 090 36" ANCHOR ASSEMBLY EA 790.0000 6,320.00 0.000 0 091 18" ALTERNATIVE FLARED END SECTION EA 615.0000 4,305.00 0.000 0 092 24" ALTERNATIVE FLARED END SECTION EA 680.0000 2,720.00 0.000 0 093 36" ALTERNATIVE FLARED END SECTION EA 980.0000 2,940.00 0.000 0 094 48" ALTERNATIVE FLARED END SECTION EA 1,750.0000 1,750.00 0.000 0 095 60" ALTERNATIVE FLARED END SECTION EA 2,365.0000 2,365.00 0.000 0 096 14" SLIDE HEADGATE EA 3,885.0000 3,885.00 0.000 0 097 36" PRECAST CONCRETE PIPE INLET LF 600.0000 9,600.00 0.000 0 098 36" ALTERNATIVE PIPE INLET LF 680.0000 8,840.00 0.000 0 099 36" STANDPIPE LF 525.0000 8,400.00 0.000 0 100 INLET DEPRESSION EA 120.0000 240.00 0.000 0 101 ABANDON CULVERT (LF) LF 50.0000 14,500.00 0.000 0 102 REMOVE CULVERT (LF) LF 11.0000 5,500.00 0.000 0 103 REMOVE INLET EA 850.0000 5,100.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE RISER EA 870.0000 1,740.00 0.000 0 105 REMOVE VALVE AND RISER EA 245.0000 245.00 0.000 0 106 REMOVE FLARED END SECTION (EA) EA 420.0000 4,200.00 0.000 0 107 CAP INLET EA 1,350.0000 1,350.00 0.000 0 108 SAND BACKFILL CY 125.0000 3,750.00 0.000 0 109 ROCK SLOPE PROTECTION (1/4 T, CY 102.0000 47,940.00 0.000 0 CLASS V, METHOD A) 110 GEOSYNTHETIC FABRIC (DITCH LINING) SQYD 2.6000 5,434.00 0.000 0 111 ROCK SLOPE PROTECTION CY 105.0000 12,600.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 112 ROCK SLOPE PROTECTION CY 105.0000 139,650.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 113 ROCK SLOPE PROTECTION CY 105.0000 73,500.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 114 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 8,125.00 0.000 0 115 MINOR CONCRETE (CURB) (LF) LF 65.0000 9,100.00 0.000 0 116 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,482.00 0.000 0 (F) 117 EMERGENCY VEHICLE DETECTION SYSTEM LS 3,003.0000 3,003.00 0.000 0 118 FENCE (TYPE WM, METAL POST) LF 18.0000 11,340.00 0.000 0 119 CHAIN LINK FENCE (TYPE CL-8) LF 26.0000 26,520.00 0.000 0 120 16' CHAIN LINK GATE (TYPE CL-8) EA 2,620.0000 5,240.00 0.000 0 121 REMOVE FENCE (TYPE BW) LF 3.2000 768.00 0.000 0 122 REMOVE FENCE (TYPE WM) LF 3.4000 4,420.00 0.000 0 123 REMOVE CHAIN LINK FENCE LF 5.3000 4,717.00 0.000 0 124 REMOVE GATE EA 476.0000 476.00 0.000 0 125 REMOVE PAVEMENT MARKER EA 3.0000 93.00 0.000 0 126 DELINEATOR (CLASS 1) EA 36.5000 1,168.00 0.000 0 127 GUARD RAILING DELINEATOR EA 37.0000 703.00 0.000 0 128 PAVEMENT MARKER EA 21.0000 5,880.00 0.000 0 (RETROREFLECTIVE-RECESSED) 129 OBJECT MARKER (TYPE L) EA 60.0000 240.00 0.000 0 130 OBJECT MARKER (TYPE R) EA 85.0000 85.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 205.0000 205.00 0.000 0 132 REMOVE ROADSIDE SIGN EA 185.0000 1,665.00 0.000 0 133 RELOCATE ROADSIDE SIGN EA 135.0000 405.00 0.000 0 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 1,290.00 0.000 0 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,360.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 357.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,920.00 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,275.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 139 RETROREFLECTIVE SHEETING - TYPE XI SQFT 4.5000 1,755.00 0.000 0 140 ROADSIDE SIGN - ONE POST EA 225.0000 8,100.00 0.000 0 141 ROADSIDE SIGN - TWO POST EA 880.0000 4,400.00 0.000 0 142 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.0000 37,800.00 0.000 0 143 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.0000 35,250.00 0.000 0 144 TRANSITION RAILING (TYPE WB-31) EA 3,650.0000 7,300.00 0.000 0 145 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 0.000 0 146 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 14,000.00 0.000 0 147 CONCRETE BARRIER (TYPE 836) LF 285.0000 96,045.00 0.000 0 (F) 148 REMOVE GUARDRAIL LF 5.2500 3,990.00 0.000 0 149 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 13,200.00 0.000 0 150 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0500 15,330.00 0.000 0 151 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 3,682.00 0.000 0 152 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 693.00 0.000 0 153 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 5,964.00 0.000 0 154 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 155 LIGHTING SYSTEM LS 45,000.0000 45,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 MODIFYING LIGHTING SYSTEMS LS 100,000.0000 100,000.00 0.000 0 157 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 167,000.0000 167,000.00 0.000 0 158 MODIFYING TRAFFIC MONITORING STATIONS LS 26,000.0000 26,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 11:41 AM ESTIMATE NO. 001 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,922.00 4,922.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,922.00 4,922.00 159 MOBILIZATION LS 355,000.0000 355,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 7,860,240.00 TOTAL WORK COMPLETED 4,922.00 4,922.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,922.00 4,922.00 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 07/28/20 135 11/25/20 04/19/21 12/31/21 0 95 0 0 0% 0% PROGRESS IS SATISFACTORY OSHITA, STAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/21