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 04/22/20 EST. NO. 001 TIME 11:15 AM R.E. NAME: MUHAMMAD RAHMAN 10-0Q1214 --------------------------------------------------------------------------- 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 04/22/20 EST. NO. 001 TIME 11:15 AM R.E. NAME: MUHAMMAD RAHMAN 10-0Q1214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 LOCATION PROGRESS ESTIMATE 10-MER-99-28.2/R37.3 ----------------- SECURITY PAVING COMPANY INC IN MERCED COUNTY IN LIVINSTON ON 3075 TOWNSGATE RD #200 STATE ROUTE 99 FROM 0.8 MILE SOUTH WESTLAKE VILLAGE CA 91361 OF HAMMATT AVENUE TO MERCED/STANISLAUS COUNTY LINE. FED. AID NO. EPNH-P099(639)E LANE WIDENING FROM 2 TO 3 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,947.3200 4,947.32 0.500 2,473.66 0.500 2,473 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,515.1200 5,515.12 0.250 1,378.78 0.250 1,378 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,500.0000 1,540,000.00 6.000 33,000.00 6.000 33,000 004 CONSTRUCTION AREA SIGNS LS 114,438.6100 114,438.61 0.700 80,107.03 0.700 80,107 005 TRAFFIC CONTROL SYSTEM LS 296,856.5200 296,856.52 0.020 5,937.13 0.020 5,937 006 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,618.1400 33,090.70 0.000 0 007 TYPE III BARRICADE EA 148.9100 3,573.84 0.000 0 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7200 95,760.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 38.6100 1,621.62 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 121.3300 3,639.90 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,236.2700 13,236.27 0.020 264.73 0.020 264 012 TEMPORARY RAILING (TYPE K) LF 20.0400 879,756.00 0.000 0 013 TEMPORARY CRASH CUSHION MODULE EA 426.3600 51,163.20 0.000 0 014 TEMPORARY TRAFFIC SCREEN LF 4.9700 218,183.00 0.000 0 015 JOB SITE MANAGEMENT LS 37,401.3000 37,401.30 0.020 748.03 0.020 748 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,757.5600 2,757.56 0.500 1,378.78 0.500 1,378 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 165.4600 6,783.86 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 1,042.3600 4,169.44 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7700 44,275.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0800 28,446.32 20.000 7,201.60 20.000 7,201 PROGRAM CAS145 PAGE 2 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.1900 1,550.30 0.000 0 024 TEMPORARY REINFORCED SILT FENCE LF 5.9500 10,888.50 0.000 0 025 TEMPORARY STRAW BALE BARRIER LF 5.4900 9,333.00 0.000 0 026 STREET SWEEPING LS 248,488.9700 248,488.97 0.020 4,969.78 0.020 4,969 027 TEMPORARY CONCRETE WASHOUT LS 82,726.7000 82,726.70 0.000 0 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 330.9100 4,632.74 0.000 0 029 WATER QUALITY MONITORING REPORT EA 275.7600 4,963.68 0.000 0 030 WATER QUALITY ANNUAL REPORT EA 3,309.0700 6,618.14 0.000 0 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1300 49,381.00 0.000 0 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.1600 4,240.00 0.000 0 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 126,847.6200 126,847.62 0.500 63,423.81 0.500 63,423 034 NATURAL RESOURCE PROTECTION PLAN LS 5,515.1200 5,515.12 1.000 5,515.12 1.000 5,515 035 REMOVE CONCRETE (CY) CY 283.7100 6,525.33 0.000 0 036 TEMPORARY HIGH-VISIBILITY FENCE LF 11.7300 8,445.60 0.000 0 037 CLEARING AND GRUBBING (LS) LS 21,813.3800 21,813.38 0.000 0 038 ROADWAY EXCAVATION CY 15.4600 856,484.00 0.000 0 039 STRUCTURE EXCAVATION (BRIDGE) CY 131.9600 68,883.12 0.000 0 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 175.8400 57,851.36 0.000 0 (F) 041 STRUCTURE BACKFILL (SLURRY CEMENT) CY 141.3100 12,152.66 0.000 0 042 WOOD MULCH CY 33.1000 60,242.00 0.000 0 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,042.3600 2,084.72 0.000 0 044 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 76,310.00 0.000 0 045 COMPOST (CY) CY 38.6100 70,270.20 0.000 0 046 INCORPORATE MATERIALS SQFT 0.0200 11,740.00 0.000 0 047 CLASS 2 AGGREGATE SUBBASE CY 49.0400 1,221,096.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 158.0500 15,805.00 0.000 0 049 HOT MIX ASPHALT (TYPE A) TON 78.6500 2,068,495.00 2,599.380 204,441.24 2,599.380 204,441 PROGRAM CAS145 PAGE 3 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 A) LF 1.7500 5,180.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 542.50 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 8,120.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.6500 253.50 0.000 0 054 TACK COAT TON 827.2700 42,190.77 1.570 1,298.81 1.570 1,298 055 REMOVE ASPHALT CONCRETE DIKE LF 3.2900 27,274.10 2,500.000 8,225.00 2,500.000 8,225 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1600 110,656.00 6,093.300 25,348.13 6,093.300 25,348 057 CONTINUOUSLY REINFORCED CONCRETE CY 219.8100 7,693,350.00 0.000 0 PAVEMENT 058 ABRASIVE BLASTING SQFT 3.5700 95,319.00 0.000 0 059 FURNISH POLYESTER CONCRETE INLAY CF 113.5200 303,098.40 0.000 0 060 PLACE POLYESTER CONCRETE INLAY SQFT 8.0200 214,134.00 0.000 0 061 ISOLATION JOINT SEAL (PREFORMED LF 3.4700 140,188.00 0.000 0 COMPRESSION) 062 GRIND EXISTING CONCRETE SQYD 5.5200 117,024.00 0.000 0 PAVEMENT 063 JACKING SUPERSTRUCTURE LS 55,151.1400 55,151.14 0.000 0 064 FURNISH PILING (CLASS 140) LF 74.4500 201,461.70 0.000 0 (ALTERNATIVE W) 065 DRIVE PILE (CLASS 140) EA 1,645.7100 78,994.08 0.000 0 (ALTERNATIVE W) 066 FURNISH PILING (CLASS 200) LF 94.3000 66,010.00 0.000 0 (ALTERNATIVE W) 067 DRIVE PILE (CLASS 200) EA 2,071.4700 24,857.64 0.000 0 (ALTERNATIVE W) 068 16" CAST-IN-DRILLED-HOLE CONCRETE LF 148.9000 433,299.00 0.000 0 PILING (SOUND WALL) 069 60" CAST-IN-DRILLED-HOLE CONCRETE LF 836.5200 36,806.88 0.000 0 PILE (SIGN FOUNDATION) 070 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,204.1100 130,204.11 0.000 0 071 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.9900 46,265.34 0.000 0 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,151.1400 764,356.96 0.000 0 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 1,374.4800 446,706.00 0.000 0 (F) (POLYMER FIBER) 074 STRUCTURAL CONCRETE, APPROACH SLAB CY 909.0100 136,351.50 0.000 0 (F) (TYPE N) 075 DRILL AND BOND DOWEL LF 37.5500 10,063.40 0.000 0 076 CLEAN EXPANSION JOINT LF 19.7100 3,370.41 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 1") LF 36.1200 4,298.28 0.000 0 078 JOINT SEAL (MR 1 1/2") LF 45.8300 5,499.60 0.000 0 079 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 600.9300 12,018.60 0.000 0 080 JOINT SEAL ASSEMBLY (MR 3") LF 600.9300 12,018.60 0.000 0 081 BAR REINFORCING STEEL LB 1.5700 22,451.00 0.000 0 (F) 082 BAR REINFORCING STEEL (BRIDGE) LB 1.6400 373,346.00 0.000 0 (F) 083 FURNISH SIGN STRUCTURE (TRUSS) LB 5.5100 153,133.92 0.000 0 (F) 084 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 15,285.60 0.000 0 (F) 085 SOUND WALL (MASONRY BLOCK) SQFT 30.1300 330,013.89 0.000 0 (F) 086 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,857.9700 72,857.97 0.000 0 087 BRIDGE REMOVAL (PORTION), LOCATION B LS 81,180.2700 81,180.27 0.000 0 088 BRIDGE REMOVAL (PORTION), LOCATION C LS 69,258.8000 69,258.80 0.000 0 089 24" ALTERNATIVE PIPE CULVERT LF 144.6500 24,590.50 0.000 0 090 8" PERFORATED STEEL PIPE UNDERDRAIN LF 92.1900 5,347.02 0.000 0 (.064" THICK) 091 PERMEABLE MATERIAL (BRIDGE) CY 88.2400 882.40 0.000 0 (F) 092 24" ALTERNATIVE FLARED END SECTION EA 496.3600 992.72 0.000 0 093 INLET DEPRESSION EA 788.7800 29,973.64 0.000 0 094 REMOVE EDGE DRAIN LF 8.6000 20,038.00 0.000 0 095 ADJUST INLET EA 275.7500 1,654.50 0.000 0 096 SLOPE PAVING (CONCRETE) CY 926.5400 43,547.38 0.000 0 097 ROCK SLOPE PROTECTION CY 884.6200 3,538.48 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 098 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 0.8500 22.10 0.000 0 099 MINOR CONCRETE (MISCELLANEOUS CY 248.2100 37,231.50 0.000 0 CONSTRUCTION) 100 MANHOLE FRAME AND COVER EA 1,103.0300 3,309.09 0.000 0 101 4' CHAIN LINK GATE (TYPE CL-6) EA 2,757.5600 5,515.12 0.000 0 102 REMOVE PAVEMENT MARKER EA 0.9100 3,612.70 0.000 0 103 DELINEATOR (CLASS 1) EA 60.6700 14,560.80 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GUARD RAILING DELINEATOR EA 44.1200 7,941.60 0.000 0 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0700 20,553.50 0.000 0 106 OBJECT MARKER (TYPE L) EA 71.7000 932.10 0.000 0 107 OBJECT MARKER (TYPE P) EA 115.8200 3,590.42 0.000 0 108 REMOVE ROADSIDE SIGN EA 82.7200 165.44 0.000 0 109 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.7800 99,763.00 0.000 0 110 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.9100 1,604,107.00 0.000 0 111 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 31.1600 98,465.60 0.000 0 112 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 44.4000 1,314,240.00 0.000 0 113 TRANSITION RAILING (TYPE STB) EA 4,081.1800 4,081.18 0.000 0 114 TRANSITION RAILING (TYPE DTB) EA 4,081.1800 20,405.90 0.000 0 115 TRANSITION RAILING (TYPE WB-31) EA 4,081.1800 44,892.98 0.000 0 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 992.7200 16,876.24 0.000 0 117 END ANCHOR ASSEMBLY (TYPE CA) EA 882.4100 9,706.51 0.000 0 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,198.7700 73,571.71 0.000 0 119 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 200.0100 50,002.50 0.000 0 120 CONCRETE BARRIER (TYPE 836) LF 132.6200 98,138.80 0.000 0 (F) 121 CONCRETE BARRIER (TYPE 736SV) LF 158.7000 187,266.00 0.000 0 122 REMOVE GUARDRAIL LF 8.8200 17,816.40 0.000 0 123 SALVAGE DOUBLE THRIE BEAM BARRIER LF 8.8200 2,116.80 0.000 0 124 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 33.1000 10,923.00 0.000 0 125 THERMOPLASTIC PAVEMENT MARKING SQFT 31.7000 4,121.00 0.000 0 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 73,702.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT)(BROKEN 36-12) 127 8" THERMOPLASTIC TRAFFIC STRIPE D LF 1.9500 6,961.50 0.000 0 (WET NIGHT VISIBILITY)(CONTRAST TREATMENT) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8600 2,548.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT)(BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 6" THERMOPLASTIC TRAFFIC STRIPE D LF 0.8600 1,298.60 0.000 0 (WET NIGHT VISIBILITY)(CONTRAST TREATMENT)(BROKEN 17-7) 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 29,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 34,228.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT) 132 REMOVE PAINTED TRAFFIC STRIPE LF 0.5900 59,000.00 0.000 0 133 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 20,538.00 0.000 0 134 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 13.5800 1,765.40 0.000 0 135 12" RUMBLE STRIP STA 24.3200 4,620.80 0.000 0 (ASPHALT CONCRETE PAVEMENT) 136 12" RUMBLE STRIP STA 202.9900 111,644.50 0.000 0 (CONCRETE PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,917.0800 2,917.08 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 138 ROADSIDE WEATHER INFORMATION SYSTEM LS 175,025.1000 175,025.10 0.000 0 139 TRAFFIC MONITORING STATION SYSTEM LS 408,391.8900 408,391.89 0.000 0 140 CHANGEABLE MESSAGE SIGN SYSTEM LS 145,854.2500 145,854.25 0.000 0 141 CAMERA SYSTEMS LS 99,180.8900 99,180.89 0.000 0 142 FIBER OPTIC CABLE SYSTEMS LS 2,858,743.2800 2,858,743.28 0.000 0 143 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,575,225.8900 1,575,225.89 0.000 0 144 REMOVING EXISTING ELECTRICAL SYSTEM LS 29,170.8500 29,170.85 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 11:15 AM ESTIMATE NO. 001 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 04/20/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 445,711.63 445,711.63 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 445,711.63 445,711.63 145 MOBILIZATION LS 620,000.0000 620,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 31,010,980.54 TOTAL WORK COMPLETED 445,711.63 445,711.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 445,711.63 445,711.63 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 12/24/19 280 02/18/20 02/18/20 05/22/21 6 22 0 0 1% 2% PROGRESS IS SATISFACTORY MUHAMMAD RAHMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/20