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 08/31/20 EST. NO. 001 TIME 10:32 AM R.E. NAME: RYAN JOHNSON 03-3H72U4 --------------------------------------------------------------------------- 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 08/31/20 EST. NO. 001 TIME 10:32 AM R.E. NAME: RYAN JOHNSON 03-3H72U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 LOCATION PROGRESS ESTIMATE 03-BUT-70-5.6/9.1 ----------------- BALDWIN CONTRACTING COMPANY IN BUTTE COUNTY NEAR OROVILLE, FROM INC. DBA. KNIFE RIVER CONSTRUC 0.3 MILES NORTH OF COX LANE TO TION 0.2 MILES NORTH OF PALERMO ROAD 1764 SKYWAY; CHICO CA 95928 FED. AID NO. ACNH-P070(141)E CONSTRUCT TWO-WAY LEFT-TURN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.250 375.00 0.250 375 003 TIME-RELATED OVERHEAD (LS) LS 260,000.0000 260,000.00 0.115 29,900.00 0.115 29,900 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500 005 CONSTRUCTION AREA SIGNS LS 34,415.0000 34,415.00 0.723 24,882.05 0.723 24,882 006 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.115 23,000.00 0.115 23,000 007 TYPE III BARRICADE EA 40.0000 8,400.00 7.000 280.00 7.000 280 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.2500 4,935.00 237.000 1,244.25 237.000 1,244 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 50,600.00 26,577.000 5,846.94 26,577.000 5,846 010 PLASTIC TRAFFIC DRUMS EA 50.0000 55,000.00 55.000 2,750.00 55.000 2,750 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,400.0000 8,400.00 0.115 966.00 0.115 966 SYSTEMS 012 TEMPORARY PAVEMENT MARKER EA 4.2500 13,345.00 700.000 2,975.00 700.000 2,975 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,800.0000 12,800.00 0.115 1,472.00 0.115 1,472 015 TEMPORARY RAILING (TYPE K) LF 21.0000 348,600.00 3,720.000 78,120.00 3,720.000 78,120 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 96,000.00 7.000 28,000.00 7.000 28,000 017 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.115 1,725.00 0.115 1,725 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 0.500 900.00 0.500 900 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 16,500.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 25,075.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 MOVE-IN/MOVE-OUT EA 1,250.0000 15,000.00 0.000 0 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 62,550.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.0000 19,860.00 0.000 0 025 TEMPORARY CHECK DAM LF 6.0600 2,424.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 2,720.00 0.000 0 027 TEMPORARY FIBER ROLL LF 3.1700 31,097.70 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 12.3500 6,545.50 0.000 0 029 TEMPORARY SILT FENCE LF 3.3400 13,994.60 4,223.000 14,104.82 4,223.000 14,104 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 52,000.00 1.000 5,200.00 1.000 5,200 031 STREET SWEEPING LS 90,000.0000 90,000.00 0.115 10,350.00 0.115 10,350 032 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.500 2,250.00 0.500 2,250 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 680.0000 2,720.00 0.000 0 034 WATER QUALITY MONITORING REPORT EA 312.0000 1,248.00 0.000 0 035 WATER QUALITY ANNUAL REPORT EA 1,200.0000 3,600.00 0.000 0 036 TREATED WOOD WASTE LB 0.2900 1,189.00 0.000 0 037 REMOVE CONCRETE (SQYD) SQYD 100.0000 2,500.00 0.000 0 038 TEMPORARY HIGH-VISIBILITY FENCE LF 3.1500 13,324.50 4,219.000 13,289.85 4,219.000 13,289 039 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.400 10,000.00 0.400 10,000 040 REMOVE TREES LS 51,000.0000 51,000.00 0.500 25,500.00 0.500 25,500 041 ROADWAY EXCAVATION CY 15.0000 687,000.00 6,000.000 90,000.00 6,000.000 90,000 042 SHOULDER BACKING TON 50.0000 18,500.00 0.000 0 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 ORGANIC FERTILIZER LB 1.0000 11,800.00 0.000 0 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 5,000.00 0.000 0 046 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 87,030.00 0.000 0 047 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 164,000.00 0.000 0 048 FIBER ROLLS LF 3.5000 320,250.00 0.000 0 049 COMPOST (CY) CY 30.0000 69,900.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INCORPORATE MATERIALS SQFT 0.0300 10,200.00 0.000 0 051 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 1,972,000.00 3,192.220 127,688.80 3,192.220 127,688 053 HOT MIX ASPHALT (TYPE A) TON 65.0000 3,282,500.00 54.250 3,526.25 54.250 3,526 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 1,764,000.00 0.000 0 055 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 70.0000 658,700.00 0.000 0 (OPEN GRADED FRICTION COURSE) 056 DATA CORE LS 10,000.0000 10,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 3,575.00 0.000 0 (MOD) 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 3,575.00 0.000 0 (MOD) 059 PLACE HOT MIX ASPHALT SQYD 85.0000 170.00 0.000 0 (MISCELLANEOUS AREA) 060 TACK COAT TON 550.0000 71,500.00 0.400 220.00 0.400 220 061 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 14,000.00 0.000 0 062 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,750.00 0.000 0 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 57,000.00 777.780 1,944.45 777.780 1,944 064 STRUCTURAL CONCRETE,WINGWALL (TYPE A) CY 2,655.0000 138,060.00 0.000 0 (F) 065 STRUCTURAL CONCRETE,WINGWALL (TYPE D) CY 2,655.0000 18,585.00 0.000 0 (F) 066 STRUCTURAL CONCRETE, BOX CULVERT CY 3,000.0000 588,000.00 32.000 96,000.00 32.000 96,000 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 62,900.00 0.000 0 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 5,500.00 0.000 0 (F) 069 CONCRETE BACKFILL (PIPE TRENCH) CY 230.0000 12,190.00 33.400 7,682.00 33.400 7,682 (F) 070 18" PLASTIC PIPE LF 120.0000 166,800.00 684.900 82,188.00 684.900 82,188 071 24" PLASTIC PIPE LF 150.0000 234,000.00 129.900 19,485.00 129.900 19,485 072 18" REINFORCED CONCRETE PIPE LF 170.0000 4,590.00 0.000 0 073 24" REINFORCED CONCRETE PIPE LF 205.0000 57,400.00 0.000 0 074 14" X 23" OVAL SHAPED REINFORCED LF 210.0000 92,400.00 0.000 0 CONCRETE PIPE 075 19" X 30" OVAL SHAPED REINFORCED LF 220.0000 74,800.00 0.000 0 CONCRETE PIPE 076 18" SLOTTED CORRUGATED STEEL PIPE LF 130.0000 24,700.00 0.000 0 (.168" THICK) PROGRAM CAS145 PAGE 4 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRAINAGE INLET MARKER EA 30.0000 480.00 0.000 0 078 GRATED LINE DRAIN LF 300.0000 18,600.00 0.000 0 079 18" STEEL FLARED END SECTION EA 615.0000 29,520.00 17.000 10,455.00 17.000 10,455 080 24" STEEL FLARED END SECTION EA 625.0000 2,500.00 2.000 1,250.00 2.000 1,250 081 18" CONCRETE FLARED END SECTION EA 2,200.0000 4,400.00 0.000 0 082 24" CONCRETE FLARED END SECTION EA 2,300.0000 6,900.00 1.000 2,300.00 1.000 2,300 083 14" X 23" CONCRETE FLARED END SECTION EA 3,200.0000 25,600.00 0.000 0 084 19" X 30" CONCRETE FLARED END SECTION EA 3,500.0000 21,000.00 0.000 0 085 INLET DEPRESSION EA 1,200.0000 14,400.00 0.000 0 086 REMOVE CULVERT (LF) LF 17.0000 45,900.00 292.300 4,969.10 292.300 4,969 087 REMOVE GRATED LINE DRAIN EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 088 REMOVE INLET EA 650.0000 650.00 0.000 0 089 REMOVE HEADWALL EA 5,000.0000 15,000.00 2.000 10,000.00 2.000 10,000 090 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,600.0000 1,600.00 0.000 0 091 REMOVE FLARED END SECTION (EA) EA 200.0000 12,000.00 18.000 3,600.00 18.000 3,600 092 REMOVE BOX CULVERT EA 35,000.0000 35,000.00 0.000 0 093 ROCK SLOPE PROTECTION CY 250.0000 9,500.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION CY 425.0000 3,825.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 552.00 0.000 0 096 MISCELLANEOUS IRON AND STEEL LB 2.7000 10,956.60 0.000 0 (F) 097 RESET MAILBOX EA 355.0000 355.00 0.000 0 098 RELOCATE MAILBOX EA 350.0000 7,350.00 0.000 0 099 TEMPORARY FENCE (TYPE BW) LF 17.4200 7,142.20 0.000 0 100 TEMPORARY FENCE (TYPE WM) LF 12.7900 15,475.90 1,140.000 14,580.60 1,140.000 14,580 101 CHAIN LINK FENCE (TYPE CL-6) LF 17.9700 14,555.70 0.000 0 102 REMOVE FENCE (TYPE BW) LF 8.3500 2,421.50 0.000 0 103 RELOCATE GATE EA 3,026.0000 9,078.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 35.0000 1,680.00 0.000 0 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 15,960.00 0.000 0 106 MILEPOST MARKER EA 45.0000 720.00 0.000 0 107 MARKER (CULVERT) EA 45.0000 810.00 0.000 0 108 REMOVE ROADSIDE SIGN EA 300.0000 7,200.00 0.000 0 109 SALVAGE ROADSIDE SIGN (METAL POST) EA 300.0000 1,200.00 0.000 0 110 RESET ROADSIDE SIGN EA 300.0000 2,400.00 0.000 0 111 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0 112 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 1,242.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 324.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 287.00 0.000 0 (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 156.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,140.00 0.000 0 (0.080"-FRAMED) RETROREFLECTIVE SHEETING (TYPE XI) 117 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 1,402.50 0.000 0 118 ROADSIDE SIGN - ONE POST EA 450.0000 3,600.00 0.000 0 119 ROADSIDE SIGN - TWO POST EA 900.0000 7,200.00 0.000 0 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 8,250.00 0.000 0 121 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 18,480.00 0.000 0 122 CABLE RAILING LF 109.5300 10,843.47 0.000 0 (F) 123 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 7,000.00 0.000 0 124 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 6,750.00 0.000 0 125 CONCRETE BARRIER (TYPE 842B) LF 1,444.0000 63,536.00 0.000 0 (F) 126 REMOVE GUARDRAIL LF 7.0000 1,890.00 0.000 0 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,737.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 128 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 8,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 429.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 51.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 20,910.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9500 6,844.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 134 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 0.6500 13,650.00 0.000 0 BLASTING) 135 REMOVE PAINTED PAVEMENT MARKING (WATER SQFT 0.8000 440.00 0.000 0 BLASTING) 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 35,325.00 25,314.000 11,391.30 25,314.000 11,391 (WATER BLASTING) 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 84.00 126.000 126.00 126.000 126 (WATER BLASTING) 138 6" RUMBLE STRIP STA 18.0000 6,480.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 139 12" RUMBLE STRIP STA 20.0000 6,400.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 140 LOCATING AND MAPPING UNDERGROUND LS 33,360.0000 33,360.00 0.000 0 FACILITIES 141 TEMPORARY LIGHTING SYSTEMS LS 25,000.0000 25,000.00 0.000 0 142 MODIFYING LIGHTING SYSTEMS LS 70,000.0000 70,000.00 0.000 0 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 6,880.0000 6,880.00 0.250 1,720.00 0.250 1,720 145 BIOLOGICAL RESOURCE INFORMATION PROGRAM LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 7 DATE 08/31/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 10:32 AM ESTIMATE NO. 001 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: RYAN JOHNSON DATE OF THIS ESTIMATE 08/31/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 781,257.41 781,257.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 781,257.41 781,257.41 146 MOBILIZATION LS 627,000.0000 627,000.00 0.500 313,500.00 0.500 313,500 ORIGINAL CONTRACT AMOUNT 13,728,302.17 TOTAL WORK COMPLETED 1,094,757.41 1,094,757.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,094,757.41 1,094,757.41 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 07/02/20 380 07/31/20 07/31/20 02/09/21 21 0 0 0 8% 6% PROGRESS IS SATISFACTORY RYAN JOHNSON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/31/20