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 12/26/17 EST. NO. 010 TIME 10:43 AM R.E. NAME: WALI WAZIRI 10-0G8204 --------------------------------------------------------------------------- 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 0013 47,034.05 E.W. @ F.A.(+) 052017 N 0092.0 0014 7,857.49 052017 N 0093.0 0031 1,159.58 071017 N 0149.0 0032 1,159.58 071117 N 0150.0 0033 1,159.58 071217 N 0151.0 0034 1,159.58 071317 N 0152.0 0037 1,521.18 083017 N 0165.0 007 0013 2,003.71 E.W. @ F.A.(+) 102717 N 0206.0 010 0010 7,670.75 E.W. @ F.A.(+) 090817 N 0187.0 70,725.50 TOTAL THIS ESTIMATE 682,177.87 TOTAL PREVIOUS ESTIMATE 752,903.37 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 12/26/17 EST. NO. 010 TIME 10:43 AM R.E. NAME: WALI WAZIRI 10-0G8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -10,000.00 009 MISSING PAYROLLS -6,000.00 010 -6,000.00 -36,000.00 TOTAL DEDUCTIONS -6,000.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 LOCATION PROGRESS ESTIMATE 10-SJ-132-0.4/7.1 ----------------- BAY CITIES PAVING & GRADING, IN SAN JOAQUIN COUNTY NEAR VERNALIS INC. ON SR 132 FROM I-580 TO STANISLAUS 1450 CIVIC CT #400 BLDG B COUNTY LINE CONCORD CA 94520 FED. AID NO. NHP-P132(50)E REPAIR PCC PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,620.0000 4,620.00 1.000 4,620 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.100 450.00 0.730 3,285 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 38,850.0000 38,850.00 0.800 31,080 005 TRAFFIC CONTROL SYSTEM LS 170,015.0000 170,015.00 0.690 117,310 006 TYPE III BARRICADE EA 84.0000 10,920.00 46.000 3,864 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2100 53,970.00 125,677.000 26,392 008 CHANNELIZER (SURFACE MOUNTED) EA 36.7500 78,277.50 1,146.000 42,115 009 TEMPORARY PAVEMENT MARKER EA 3.6800 49,312.00 5,515.000 20,295 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,144.0000 18,144.00 0.690 12,519 011 PORTABLE RADAR TRAILER LS 4,200.0000 4,200.00 0.630 2,646 012 TEMPORARY RAILING (TYPE K) LF 6.2000 132,680.00 7,780.000 48,236 013 TEMPORARY CRASH CUSHION MODULE EA 189.0000 181,440.00 392.000 74,088 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,935.0000 19,740.00 5.000 24,675 015 JOB SITE MANAGEMENT LS 14,520.0000 14,520.00 0.100 1,452.00 0.730 10,599 016 PREPARE STORM WATER POLLUTION PREVENTION LS 26,355.0000 26,355.00 0.750 19,766 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.4200 41,538.00 86,044.000 36,138 019 TEMPORARY SOIL BINDER SQYD 0.1400 13,846.00 0.000 0 020 TEMPORARY CHECK DAM (TYPE 2) LF 10.2600 17,647.20 711.000 7,294 021 TEMPORARY DRAINAGE INLET PROTECTION EA 645.7500 15,498.00 26.000 16,789 022 TEMPORARY FIBER ROLL LF 2.4500 128,135.00 19,840.000 48,608 PROGRAM CAS145 PAGE 2 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 10.2600 41,450.40 1,040.000 10,670 024 TEMPORARY SILT FENCE LF 2.2600 926.60 266.000 601 025 TEMPORARY STRAW BALE BARRIER LF 5.2100 18,912.30 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,937.3500 19,373.50 1.000 1,937 027 TEMPORARY CONSTRUCTION ROADWAY SQYD 7.7500 77,500.00 5,000.000 38,750 028 STREET SWEEPING LS 4,830.0000 4,830.00 0.630 3,042 029 TEMPORARY CONCRETE WASHOUT LS 13,650.0000 13,650.00 0.700 9,555 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7900 18,486.00 19,492.060 15,398 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.0600 4,602.00 36,695.000 2,201 032 BIRD EXCLUSION DEVICES LS 52,500.0000 52,500.00 0.000 0 033 SURVEYING, SAMPLING AND ANALYSIS LS 5,250.0000 5,250.00 0.000 0 (ASBESTOS) 034 REMOVE GUARDRAIL LF 5.2500 28,612.50 2,896.000 15,204 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 11,046.00 22,483.000 9,442 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5800 1,753.80 168.000 265 037 REMOVE PAVEMENT MARKER EA 1.5800 2,496.40 951.000 1,502.58 5,170.000 8,168 038 REMOVE ROADSIDE SIGN EA 105.0000 7,140.00 8.000 840.00 24.000 2,520 039 REMOVE SIGN FROM ELECTROLIER EA 52.5000 315.00 2.000 105 040 REMOVE ROADSIDE SIGN PANEL EA 105.0000 210.00 0.000 0 041 REMOVE ASPHALT CONCRETE DIKE LF 1.8500 7,677.50 19,945.000 36,898 042 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 196.0000 7,840.00 2.000 392.00 14.000 2,744 043 ADJUST PIPE INLET TO GRADE EA 1,170.0000 9,360.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8000 60,760.00 15,623.180 43,744 045 REMOVE CONCRETE FLARED END SECTION EA 189.0000 567.00 0.000 0 046 CLEARING AND GRUBBING (LS) LS 5,250.0000 5,250.00 0.900 4,725 047 ROADWAY EXCAVATION CY 15.3500 1,280,190.00 53,659.410 823,671 048 SHOULDER BACKING TON 17.7500 50,587.50 1,208.670 21,453 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.0000 104,000.00 68,345.400 68,345 CLASS A1 PROGRAM CAS145 PAGE 3 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBER MAT SQYD 42.0000 157,500.00 1,007.310 42,307 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 2,100.00 3.000 1,575 052 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0400 16,120.00 22,686.000 907.44 348,313.000 13,932 053 EROSION CONTROL (DRILL SEED) (SQYD) SQYD 0.2100 10,437.00 0.000 0 054 HYDROMULCH SQFT 0.0400 34,000.00 22,686.000 907.44 347,900.000 13,916 055 STRAW SQFT 0.0400 17,880.00 0.000 0 056 COMPOST SQFT 0.2300 92,690.00 114,337.000 26,297.51 348,313.000 80,111 057 CLASS 2 AGGREGATE BASE (CY) CY 21.8500 841,225.00 29,368.730 641,706 058 SAND COVER (SEAL) TON 210.0000 16,800.00 88.350 18,553 059 ASPHALT-RUBBER BINDER TON 393.7500 28,743.75 67.670 26,645 060 ASPHALTIC EMULSION (FLUSH COAT) TON 1,312.5000 9,187.50 9.700 12,731 061 PRECOATED SCREENINGS TON 120.7500 65,205.00 507.870 61,325 062 PREPAVING INERTIAL PROFILER LS 3,150.0000 3,150.00 1.000 3,150 063 PREPAVING GRINDING DAY EA 8,305.0000 24,915.00 2.000 16,610 064 HOT MIX ASPHALT (TYPE A) TON 59.2500 2,873,625.00 27,764.200 1,645,028 065 HOT MIX ASPHALT (LEVELING) TON 69.2000 241,508.00 1,868.680 129,312 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.7000 921,250.00 10,120.650 745,891 067 SHOULDER RUMBLE STRIP STA 28.1800 11,835.60 16.000 450 (HMA,GROUND-IN INDENTATIONS) 068 CENTERLINE RUMBLE STRIP (HMA,GROUND-IN STA 36.1500 3,398.10 94.000 3,398 INDENTATIONS) 069 DATA CORE LS 16,170.0000 16,170.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.4000 624.00 252.000 604 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 32,400.00 800.000 1,920.00 12,895.000 30,948 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.4000 240.00 100.000 240 073 PLACE HOT MIX ASPHALT SQYD 35.4500 25,878.50 356.400 12,634 (MISCELLANEOUS AREA) 074 TACK COAT TON 1,150.4500 72,478.35 9.250 10,641.66 61.280 70,499 075 CONTINUOUSLY REINFORCED CONCRETE CY 227.8500 5,582,325.00 15,303.640 3,486,934 PAVEMENT 076 JOINTED PLAIN CONCRETE PAVEMENT CY 223.6500 1,956,937.50 5,863.300 1,311,327 PROGRAM CAS145 PAGE 4 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SHOULDER RUMBLE STRIP STA 179.2200 78,856.80 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 078 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,044.7500 156,712.50 94.500 98,728 079 CRACK AND SEAT SQYD 1.2200 32,574.00 26,600.000 32,452 080 ISOLATION JOINT SEAL (SILICONE) LF 3.6200 223,716.00 0.000 0 081 60" CAST-IN-DRILLED-HOLE CONCRETE LF 987.0000 86,856.00 22.000 21,714 PILE (SIGN FOUNDATION) 082 AGGREGATE BASE (APPROACH SLAB) CY 446.2500 12,048.75 18.220 8,130 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 845.2500 223,991.25 144.360 122,020 (TYPE R) 084 PAVING NOTCH EXTENSION CF 210.0000 36,750.00 87.000 18,270 085 JOINT SEAL (MR 1") LF 96.6000 22,797.60 0.000 0 086 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 220,028.00 0.000 0 (F) 087 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 22,002.80 0.000 0 (F) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1000 1,117.40 16.500 249.15 21.500 324 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2200 405.50 -23.500 -381.17 24.500 397 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.4200 4,449.80 24.500 573.79 24.500 573 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 288.7500 17,902.50 7.000 2,021.25 21.000 6,063 092 ROADSIDE SIGN - TWO POST EA 420.0000 7,140.00 4.000 1,680 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 630.00 2.000 210 METHOD) 094 INSTALL ROADSIDE SIGN PANEL ON EA 210.0000 420.00 0.000 0 EXISTING POST 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0300 2,908.70 156.900 1,573 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2900 4,516.00 20.700 233.70 67.300 759 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1700 7,383.10 26.500 455.01 59.000 1,013 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3200 4,763.20 28.000 512 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 RETRO-REFLECTIVE SHEETING (TYPE XI) SQFT 5.2500 6,825.00 65.500 343.88 311.500 1,635 100 CONCRETE BACKFILL (PIPE TRENCH) CY 141.7500 10,064.25 43.600 6,180 PROGRAM CAS145 PAGE 5 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 12" TEMPORARY CULVERT LF 31.3000 26,918.00 584.000 18,279 102 18" REINFORCED CONCRETE PIPE LF 128.9000 515.60 0.000 0 103 24" REINFORCED CONCRETE PIPE LF 83.9000 587.30 0.000 0 104 36" REINFORCED CONCRETE PIPE LF 155.0000 1,705.00 0.000 0 105 18" CONCRETE FLARED END SECTION EA 721.4000 721.40 0.000 0 106 24" CONCRETE FLARED END SECTION EA 863.1500 863.15 0.000 0 107 36" CONCRETE FLARED END SECTION EA 1,614.5000 1,614.50 0.000 0 108 12" TEMPORARY FLARED END SECTION EA 368.0000 2,944.00 8.000 2,944 109 MINOR CONCRETE (CURB) (CY) CY 1,218.0000 43,848.00 35.000 42,630 110 MINOR CONCRETE (DIKE) CY 1,470.0000 161,700.00 65.200 95,844 111 MINOR CONCRETE (TEXTURED PAVING) CY 890.1500 133,522.50 95.000 84,564.25 95.000 84,564 112 DELINEATOR (CLASS 1) EA 42.0000 2,646.00 27.000 1,134 113 GUARD RAILING DELINEATOR EA 36.7500 2,976.75 59.000 2,168 114 OBJECT MARKER (TYPE K) EA 42.0000 126.00 0.000 0 115 OBJECT MARKER (TYPE L) EA 47.2500 614.25 5.000 236 116 OBJECT MARKER (TYPE P) EA 63.0000 252.00 3.000 189 117 MIDWEST GUARDRAIL SYSTEM LF 31.5000 110,250.00 2,199.980 69,299 118 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 40.9500 52,825.50 0.000 0 (WOOD POST) 119 CONCRETE BARRIER (TRANSITION) LF 948.1500 38,874.15 13.500 12,800 120 TRANSITION RAILING (TYPE WB-31) EA 3,780.0000 45,360.00 2.000 7,560 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 682.5000 13,650.00 3.000 2,047 122 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,730.0000 40,950.00 5.000 13,650 123 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,310.0000 6,930.00 0.000 0 124 ALTERNATIVE CRASH CUSHION SYSTEM EA 32,152.0500 385,824.60 0.000 0 125 CONCRETE BARRIER (TYPE 60SD) LF 677.2500 63,661.50 42.000 28,444 126 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 6,300.00 1,244.000 3,918 127 THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 80,640.00 55,934.000 23,492 (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 14,784.00 1,178.000 4,947 129 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 130 COMMUNICATION CONDUIT (LS) LS 525,000.0000 525,000.00 0.982 515,550 (F) 131 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,227.8000 29,227.80 0.224 6,547 132 MODIFY LIGHTING LS 42,000.0000 42,000.00 0.123 5,166.00 1.000 42,000 133 ELECTRICAL SYSTEMS LS 525,000.0000 525,000.00 0.056 29,400.00 0.369 193,725 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 TIME-RELATED OVERHEAD (LS) LS 341,602.0000 341,602.00 0.750 256,201 PROGRAM CAS145 PAGE 7 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:43 AM ESTIMATE NO. 010 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 167,936.49 11,792,017.75 ADJUSTMENT OF COMPENSATION 0.00 7,854.65 EXTRA WORK 70,725.50 745,048.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 238,661.99 12,544,921.12 136 MOBILIZATION LS 1,809,900.0000 1,809,900.00 1.000 1,809,900 ORIGINAL CONTRACT AMOUNT 21,624,560.65 TOTAL WORK COMPLETED 238,661.99 14,354,821.12 MATERIALS ON HAND ON SITE -2,823.34 642,309.02 DEDUCTIONS -6,000.00 -36,000.00 TOTAL 229,838.65 14,961,130.14 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 08/11/16 168 02/16/17 03/08/17 04/04/18 98 100 0 0 64% 58% PROGRESS IS SATISFACTORY WALI WAZIRI RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17