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 07/23/20 EST. NO. 004 TIME 07:54 AM R.E. NAME: TOFAEL ANWAR 02-1H3204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 129.84 E.W. @ F.A.(+) 060920 N 0020.0 002 0004 1,502.64 E.W. @ F.A.(+) 061020 N 0022.0 0005 348.90 061220 N 0026.0 0006 823.82 061120 N 0028.0 0007 716.75 061220 N 0029.0 0008 2,230.23 061520 N 0030.0 0009 5,876.81 061620 N 0031.0 0010 3,151.20 061720 N 0032.0 0011 2,369.19 061820 N 0033.0 0012 1,620.82 062320 N 0034.0 0013 557.00 061720 N 0035.0 0014 194.10 063020 N 0037.0 0015 176.16 050120 N 0015.0 003 0003 299.12 E.W. @ F.A.(+) 061020 N 0023.0 0004 506.65 061020 N 0048.0 005 0003 2,198.63 E.W. @ L.S.(+) 061420 N 0016.0 0004 4,840.00 E.W. @ U.P (+) 061420 N 0017.0 0005 4,840.00 071420 N 0050.0 0006 2,198.63 E.W. @ L.S.(+) 071420 N 0051.0 006 0007 558.24 E.W. @ F.A.(+) 060920 N 0021.0 0008 821.15 061020 N 0024.0 0009 1,070.86 061120 N 0025.0 0010 1,780.65 061220 N 0027.0 0011 5,165.44 061920 N 0036.0 0012 269.10 061820 N 0039.0 0013 634.25 050620 N 0040.0 0014 1,719.87 051120 N 0041.0 0015 999.01 051920 N 0042.0 0016 1,267.51 052620 N 0043.0 0017 2,567.02 060320 N 0044.0 0018 5,491.63 060420 N 0045.0 0019 585.07 060820 N 0046.0 0020 1,591.11 061020 N 0047.0 0021 1,941.65 060320 N 0013.0 0024 42,817.72 E.W. @ L.S.(+) 071520 N 0052.0 103,860.77 TOTAL THIS ESTIMATE 34,572.96 TOTAL PREVIOUS ESTIMATE 138,433.73 TOTAL TO DATE 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 07/23/20 EST. NO. 004 TIME 07:54 AM R.E. NAME: TOFAEL ANWAR 02-1H3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 LOCATION PROGRESS ESTIMATE 02-TEH-99-12.0/12.6 ----------------- TULLIS, INC. IN TEHAMA COUNTY AT LOS MOLINOS 16951 CLEAR CREEK RD FROM JOSEPHINE STREET TO LOS REDDING CA 96001 MOLINOS CREEK BRIDGE. FED. AID NO. ACNH-P099(643)E CONSTRUCT CURB RAMPS AND SIDEWALKS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800 002 DEVELOP WATER SUPPLY LS 4,000.0000 4,000.00 0.250 1,000.00 0.700 2,800 003 CONSTRUCTION AREA SIGNS LS 5,995.0000 5,995.00 0.075 449.63 0.710 4,256 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.250 50,000.00 0.700 140,000 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,000.0000 10,000.00 0.250 2,500.00 0.700 7,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.250 5,000.00 0.700 14,000 007 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 0.700 3,500 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 1.000 1,800 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 4,500.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 MOVE-IN/MOVE-OUT EA 800.0000 1,600.00 1.000 800.00 1.000 800 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 2.8000 2,800.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY COVER SQYD 5.0000 2,500.00 250.000 1,250.00 250.000 1,250 015 TEMPORARY CHECK DAM LF 8.0000 480.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 4.000 600.00 4.000 600 017 TEMPORARY FIBER ROLL LF 3.0000 10,800.00 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500 019 STREET SWEEPING LS 10,000.0000 10,000.00 0.250 2,500.00 0.700 7,000 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.250 1,250.00 0.700 3,500 021 TREATED WOOD WASTE LB 0.5000 145.00 0.000 0 022 REMOVE CONCRETE (SQYD) SQYD 42.0000 20,160.00 414.890 17,425.38 480.890 20,197 PROGRAM CAS145 PAGE 2 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.250 12,500.00 0.700 35,000 024 ROADWAY EXCAVATION CY 70.0000 477,400.00 2,953.870 206,770.90 5,300.000 371,000 025 SHOULDER BACKING TON 95.0000 10,450.00 0.000 0 026 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0000 23,350.00 266.360 1,331.80 3,746.870 18,734 CLASS B1 027 ROADSIDE CLEARING LS 4,500.0000 4,500.00 0.250 1,125.00 0.700 3,150 028 PRUNE EXISTING PLANTS LS 3,000.0000 3,000.00 1.000 3,000 029 ROCK MULCH (4") SQFT 48.0000 1,200.00 0.000 0 030 ROCK MULCH SQFT 7.6000 1,900.00 0.000 0 031 CULTIVATION SQYD 31.5000 598.50 0.000 0 032 SOIL AMENDMENT CY 50.0000 400.00 0.000 0 033 RELOCATE IRRIGATION CONTROLLER EA 18.0000 18.00 0.000 0 034 LAWN SEED FERTILIZER LB 100.0000 50.00 0.000 0 035 SLOW-RELEASE FERTILIZER LB 25.0000 175.00 0.000 0 036 PLANT (GROUP K) EA 500.0000 11,500.00 0.000 0 037 PLANT (GROUP A) EA 75.0000 375.00 0.000 0 038 PLANT ESTABLISHMENT WORK LS 8,850.0000 8,850.00 0.000 0 039 WOOD MULCH CY 110.0000 1,650.00 0.000 0 040 TREE GRATE EA 3,000.0000 60,000.00 19.000 57,000.00 19.000 57,000 041 TREE GUARD EA 900.0000 18,000.00 0.000 0 042 PLYWOOD BOX FORM EA 500.0000 2,500.00 3.000 1,500.00 5.000 2,500 043 OPERATE EXISTING IRRIGATION FACILITIES LS 3,800.0000 3,800.00 0.000 0 044 CONTROL AND NEUTRAL CONDUCTORS LS 4,750.0000 4,750.00 0.000 0 045 1" REMOTE CONTROL VALVE EA 700.0000 2,100.00 1.000 700.00 3.000 2,100 046 2" REMOTE CONTROL VALVE EA 750.0000 750.00 1.000 750.00 1.000 750 047 1" WYE STRAINER ASSEMBLY EA 490.0000 490.00 1.000 490 048 2" WYE STRAINER ASSEMBLY EA 700.0000 700.00 1.000 700.00 1.000 700 049 8 STATION IRRIGATION CONTROLLER EA 3,700.0000 3,700.00 1.000 3,700.00 1.000 3,700 (PEDESTAL MOUNTED) PROGRAM CAS145 PAGE 3 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" GALVANIZED STEEL PIPE LF 100.0000 200.00 2.000 200.00 2.000 200 (F) (SUPPLY LINE) 051 IRRIGATION CONTROLLER ENCLOSURE EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 CABINET 052 1" BACKFLOW PREVENTER ASSEMBLY EA 2,300.0000 2,300.00 1.000 2,300 053 BACKFLOW PREVENTER ENCLOSURE EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 054 BACKFLOW PREVENTER BLANKET EA 100.0000 100.00 1.000 100.00 1.000 100 055 TREE WELL SPRINKLER ASSEMBLY EA 70.0000 2,800.00 0.000 0 056 RISER SPRINKLER ASSEMBLY EA 40.0000 200.00 0.000 0 057 1" GATE VALVE EA 400.0000 400.00 1.000 400 058 1 1/2" GATE VALVE EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 059 2" GATE VALVE EA 600.0000 1,200.00 1.000 600.00 1.000 600 060 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 1,000.00 5.000 40.00 125.000 1,000 (F) LINE) 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.5000 11,780.00 110.000 1,045.00 1,240.000 11,780 (F) LINE) 062 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 9,400.00 320.000 3,200.00 940.000 9,400 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 1,690.00 100.000 1,300.00 130.000 1,690 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (CLASS 315) LF 13.5000 108.00 8.000 108.00 8.000 108 (F) (SUPPLY LINE) 065 1 1/2" PLASTIC PIPE (CLASS 315)(SUPPLY LF 12.0000 96.00 8.000 96.00 8.000 96 (F) LINE) 066 BALL VALVE EA 400.0000 1,200.00 1.000 400.00 3.000 1,200 067 PVC PIPE CONDUIT (SLEEVE) 3" LF 14.4000 16,862.40 415.700 5,986.08 1,171.200 16,865 (F) 068 PVC PIPE CONDUIT (SLEEVE) 6" LF 22.0000 18,524.00 37.500 825.00 877.600 19,307 (F) 069 6" CORRUGATED STEEL PIPE CONDUIT LF 75.0000 6,075.00 79.500 5,962.50 79.500 5,962 (.064" THICK) 070 DRY SEED (SQFT) SQFT 3.5000 595.00 0.000 0 071 COMPOST (CY) CY 50.0000 100.00 0.000 0 072 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0 073 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 309,680.00 1,671.580 163,814.84 2,415.820 236,750 074 HOT MIX ASPHALT (TYPE A) TON 141.0000 456,840.00 0.000 0 075 PLACE HOT MIX ASPHALT SQYD 100.0000 21,000.00 0.000 0 (MISCELLANEOUS AREA) 076 TACK COAT TON 750.0000 3,750.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 37,070.00 0.000 0 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,250.0000 130,000.00 32.920 106,990 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 2,000.00 0.000 0 (F) 080 GUARD POST EA 500.0000 1,000.00 0.000 0 081 18" ALTERNATIVE PIPE CULVERT LF 250.0000 45,000.00 276.500 69,125 082 24" ALTERNATIVE PIPE CULVERT LF 170.0000 263,500.00 1,501.700 255,289 083 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 15,000.00 43.820 10,955.00 58.320 14,580 (F) 084 12" PLASTIC PIPE LF 300.0000 1,200.00 23.300 6,990 085 14" X 23" OVAL SHAPED RCP LF 225.0000 54,000.00 169.000 38,025.00 237.000 53,325 086 CLASS 2 PERMEABLE MATERIAL CY 94.0000 1,786.00 12.690 1,192.86 21.150 1,988 087 36" PRECAST CONCRETE PIPE INLET LF 1,250.0000 26,250.00 20.200 25,250 088 REMOVE INLET EA 500.0000 500.00 1.000 500 089 RECONSTRUCT INLET EA 1,500.0000 1,500.00 0.000 0 090 ADJUST UTILITY COVER TO GRADE EA 550.0000 17,050.00 0.000 0 091 MODIFY INLET EA 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500 092 CONCRETE (CONCRETE APRON) CY 1,900.0000 5,700.00 0.000 0 093 DETECTABLE WARNING SURFACE SQFT 40.0000 5,600.00 74.960 2,998.40 74.960 2,998 094 GROUT SQFT 250.0000 2,750.00 0.000 0 095 MINOR CONCRETE (MISCELLANEOUS CY 1,220.0000 366,000.00 46.240 56,412.80 83.820 102,260 CONSTRUCTION) 096 MINOR CONCRETE (CURB AND GUTTER) CY 1,175.0000 246,750.00 73.240 86,057.00 203.970 239,664 097 MINOR CONCRETE (SIDEWALK) CY 925.0000 249,750.00 140.030 129,527.75 243.560 225,293 098 MINOR CONCRETE (TEXTURED PAVING)(SQFT) SQFT 16.0000 142,240.00 2,591.000 41,456.00 2,841.000 45,456 099 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0000 11,400.00 899.000 10,788.00 943.000 11,316 100 MISCELLANEOUS IRON AND STEEL LB 3.0000 18,435.00 4,947.000 14,841 (F) 101 PARKING BUMPER (PRECAST CONCRETE) EA 200.0000 2,400.00 0.000 0 102 RELOCATE MAILBOX EA 600.0000 1,200.00 2.000 1,200 103 REMOVE FENCE LF 15.0000 1,095.00 73.000 1,095 PROGRAM CAS145 PAGE 5 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE SHADE STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 22.0000 2,860.00 0.000 0 106 OBJECT MARKER EA 50.0000 350.00 0.000 0 107 REMOVE GUARD POST EA 100.0000 400.00 4.000 400.00 4.000 400 108 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 450.00 0.000 0 109 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 1,200.00 0.000 0 110 REMOVE ROADSIDE SIGN EA 75.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 111 REMOVE ROADSIDE SIGN PANEL EA 150.0000 750.00 0.000 0 112 REMOVE METAL POST EA 925.1000 925.10 1.000 925 113 RELOCATE ROADSIDE SIGN (METAL POST) EA 200.0000 800.00 0.000 0 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,168.00 0.000 0 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,320.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 731.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 144.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 680.00 0.000 0 119 ROADSIDE SIGN - ONE POST EA 260.0000 4,160.00 0.000 0 120 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 0.000 0 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 675.00 0.000 0 METHOD) 122 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,200.00 0.000 0 EXISTING POST 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 13,104.00 0.000 0 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 9.0000 1,350.00 0.000 0 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 50.00 0.000 0 (BROKEN 8-4) 126 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 13,560.00 0.000 0 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140.00 0.000 0 (BROKEN 12-3) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,400.00 0.000 0 (BROKEN 36-12) PROGRAM CAS145 PAGE 6 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ELECTRIC SERVICE FOR IRRIGATION LS 25,000.0000 25,000.00 0.488 12,200 130 MODIFYING EXISTING ELECTRICAL SYSTEM LS 650,000.0000 650,000.00 0.147 95,550.00 0.922 599,300 PROGRAM CAS145 PAGE 7 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 07:54 AM ESTIMATE NO. 004 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,041,142.94 2,820,874.27 ADJUSTMENT OF COMPENSATION 0.00 -3,800.00 EXTRA WORK 103,860.77 142,233.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,145,003.71 2,959,308.00 131 MOBILIZATION LS 410,000.0000 410,000.00 0.050 20,500.00 1.000 410,000 ORIGINAL CONTRACT AMOUNT 4,683,030.00 TOTAL WORK COMPLETED 1,165,503.71 3,369,308.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,165,503.71 3,369,308.00 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 11/12/19 80 01/13/20 01/13/20 08/25/20 50 75 2 0 69% 61% PROGRESS IS SATISFACTORY TOFAEL ANWAR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/20