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 09/25/17 EST. NO. 007 TIME 08:54 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 0021 231.94 E.W. @ F.A.(+) 060917 N 0132.0 0023 62.83 050517 N 0103.0 0025 49.46 050417 N 0065.1 0026 1,792.48 073117 N 0134.0 002 0003 2,325.00 E.W. @ F.A.(+) 071417 N 0138.0 003 0002 7,854.65 A.C. @ U.P.(+) 063017 N 001 0 007 0004 693.73 E.W. @ F.A.(+) 070517 N 0100.0 0006 1,791.94 071017 N 0123.0 0007 2,171.52 071917 N 0124.0 008 0026 1,160.50 E.W. @ F.A.(+) 052017 N 0105.0 0027 7,974.36 060117 N 0106.0 0028 5,390.36 060217 N 0107.0 0029 2,304.39 060317 N 0108.0 0030 4,514.86 060517 N 0109.0 0031 4,561.54 060617 N 0110.0 0033 5,401.13 060817 N 0112.0 0034 4,513.97 060917 N 0113.0 0035 2,276.37 061217 N 0114.0 0036 4,012.05 062317 N 0115.0 59,083.08 TOTAL THIS ESTIMATE 377,499.90 TOTAL PREVIOUS ESTIMATE 436,582.98 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 09/25/17 EST. NO. 007 TIME 08:54 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 LOCATION RERUN 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 0.500 2,250 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 38,850.0000 38,850.00 0.100 3,885.00 0.700 27,195 005 TRAFFIC CONTROL SYSTEM LS 170,015.0000 170,015.00 0.100 17,001.50 0.460 78,206 006 TYPE III BARRICADE EA 84.0000 10,920.00 7.000 588 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2100 53,970.00 23,245.000 4,881.45 78,194.000 16,420 008 CHANNELIZER (SURFACE MOUNTED) EA 36.7500 78,277.50 897.000 32,964 009 TEMPORARY PAVEMENT MARKER EA 3.6800 49,312.00 3,624.000 13,336 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,144.0000 18,144.00 0.100 1,814.40 0.460 8,346 011 PORTABLE RADAR TRAILER LS 4,200.0000 4,200.00 0.100 420.00 0.400 1,680 012 TEMPORARY RAILING (TYPE K) LF 6.2000 132,680.00 1,180.000 7,316.00 4,960.000 30,752 013 TEMPORARY CRASH CUSHION MODULE EA 189.0000 181,440.00 308.000 58,212 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,935.0000 19,740.00 4.000 19,740 015 JOB SITE MANAGEMENT LS 14,520.0000 14,520.00 0.100 1,452.00 0.400 5,808 016 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 0.000 0 019 TEMPORARY SOIL BINDER SQYD 0.1400 13,846.00 0.000 0 020 TEMPORARY CHECK DAM (TYPE 2) LF 10.2600 17,647.20 0.000 0 021 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 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 483.00 0.400 1,932 029 TEMPORARY CONCRETE WASHOUT LS 13,650.0000 13,650.00 0.100 1,365.00 0.650 8,872 030 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 5,059.000 2,124.78 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 3,480.000 5,498 038 REMOVE ROADSIDE SIGN EA 105.0000 7,140.00 0.000 0 039 REMOVE SIGN FROM ELECTROLIER EA 52.5000 315.00 0.000 0 040 REMOVE ROADSIDE SIGN PANEL EA 105.0000 210.00 0.000 0 041 REMOVE ASPHALT CONCRETE DIKE LF 1.8500 7,677.50 15,447.000 28,576 042 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 196.0000 7,840.00 10.000 1,960 043 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 8,419.180 23,573 045 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 0.100 525.00 0.800 4,200 047 ROADWAY EXCAVATION CY 15.3500 1,280,190.00 50,722.410 778,588 048 SHOULDER BACKING TON 17.7500 50,587.50 0.000 0 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.0000 104,000.00 65,059.400 65,059 CLASS A1 PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,307.02 1,007.310 42,307 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 2,100.00 1.000 525.00 1.000 525 052 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0400 16,120.00 191,664.000 7,666.56 191,664.000 7,666 053 EROSION CONTROL (DRILL SEED) (SQYD) SQYD 0.2100 10,437.00 0.000 0 054 HYDROMULCH SQFT 0.0400 34,000.00 191,664.000 7,666.56 191,664.000 7,666 055 STRAW SQFT 0.0400 17,880.00 0.000 0 056 COMPOST SQFT 0.2300 92,690.00 191,664.000 44,082.72 191,664.000 44,082 057 CLASS 2 AGGREGATE BASE (CY) CY 21.8500 841,225.00 111.000 2,425.35 28,479.730 622,282 058 SAND COVER (SEAL) TON 210.0000 16,800.00 0.000 0 059 ASPHALT-RUBBER BINDER TON 393.7500 28,743.75 0.000 0 060 ASPHALTIC EMULSION (FLUSH COAT) TON 1,312.5000 9,187.50 0.000 0 061 PRECOATED SCREENINGS TON 120.7500 65,205.00 0.000 0 062 PREPAVING INERTIAL PROFILER LS 3,150.0000 3,150.00 1.000 3,150.00 1.000 3,150 063 PREPAVING GRINDING DAY EA 8,305.0000 24,915.00 0.000 0 064 HOT MIX ASPHALT (TYPE A) TON 59.2500 2,873,625.00 1,584.590 93,886.96 20,328.680 1,204,474 065 HOT MIX ASPHALT (LEVELING) TON 69.2000 241,508.00 0.000 0 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.7000 921,250.00 0.000 0 067 SHOULDER RUMBLE STRIP STA 28.1800 11,835.60 0.000 0 (HMA,GROUND-IN INDENTATIONS) 068 CENTERLINE RUMBLE STRIP (HMA,GROUND-IN STA 36.1500 3,398.10 0.000 0 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 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 32,400.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.4000 240.00 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 35.4500 25,878.50 69.680 2,470.16 69.680 2,470 (MISCELLANEOUS AREA) 074 TACK COAT TON 1,150.4500 72,478.35 2.930 3,370.82 6.820 7,846 075 CONTINUOUSLY REINFORCED CONCRETE CY 227.8500 5,582,325.00 125.080 28,499.48 14,619.660 3,331,089 PAVEMENT 076 JOINTED PLAIN CONCRETE PAVEMENT CY 223.6500 1,956,937.50 2,808.370 628,091.95 5,393.300 1,206,211 PROGRAM CAS145 PAGE 4 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 52,237 079 CRACK AND SEAT SQYD 1.2200 32,574.00 0.000 0 080 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 0.000 0 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2200 405.50 0.000 0 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.4200 4,449.80 0.000 0 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 288.7500 17,902.50 0.000 0 092 ROADSIDE SIGN - TWO POST EA 420.0000 7,140.00 0.000 0 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 630.00 0.000 0 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 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2900 4,516.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1700 7,383.10 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3200 4,763.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 RETRO-REFLECTIVE SHEETING (TYPE XI) SQFT 5.2500 6,825.00 0.000 0 100 CONCRETE BACKFILL (PIPE TRENCH) CY 141.7500 10,064.25 43.600 6,180 PROGRAM CAS145 PAGE 5 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 95,844.00 65.200 95,844 111 MINOR CONCRETE (TEXTURED PAVING) CY 890.1500 133,522.50 0.000 0 112 DELINEATOR (CLASS 1) EA 42.0000 2,646.00 0.000 0 113 GUARD RAILING DELINEATOR EA 36.7500 2,976.75 59.000 2,168.25 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 5.000 236.25 5.000 236 116 OBJECT MARKER (TYPE P) EA 63.0000 252.00 3.000 189.00 3.000 189 117 MIDWEST GUARDRAIL SYSTEM LF 31.5000 110,250.00 2,199.980 69,299.37 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 12,800.03 13.500 12,800 120 TRANSITION RAILING (TYPE WB-31) EA 3,780.0000 45,360.00 2.000 7,560.00 2.000 7,560 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 682.5000 13,650.00 3.000 2,047.50 3.000 2,047 122 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,730.0000 40,950.00 5.000 13,650.00 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 0.000 0 127 THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 80,640.00 0.000 0 (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 129 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 0.130 68,250.00 0.750 393,750 (F) 131 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,227.8000 29,227.80 0.193 5,640.97 0.193 5,640 132 MODIFY LIGHTING LS 42,000.0000 42,000.00 0.487 20,454 133 ELECTRICAL SYSTEMS LS 525,000.0000 525,000.00 0.025 13,125.00 0.202 106,050 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 TIME-RELATED OVERHEAD (LS) LS 341,602.0000 341,602.00 0.370 126,392 PROGRAM CAS145 PAGE 7 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 08:54 AM ESTIMATE NO. 007 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 09/20/17 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,196,221.08 9,056,721.42 ADJUSTMENT OF COMPENSATION 7,854.65 7,854.65 EXTRA WORK 51,228.43 428,728.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,255,304.16 9,493,304.40 136 MOBILIZATION LS 1,809,900.0000 1,809,900.00 0.950 1,719,405 ORIGINAL CONTRACT AMOUNT 21,624,560.65 TOTAL WORK COMPLETED 1,255,304.16 11,212,709.40 MATERIALS ON HAND ON SITE 326,224.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,255,304.16 11,528,933.40 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 02/09/18 73 64 0 0 51% 43% PROGRESS IS SATISFACTORY WALI WAZIRI RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17