151-1BRIDGE No : 151/1Total length of the bridge27.83500300=15.697.378Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1596.460Level of Rock=93.96mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.70m500thk. return wallQuadrant stone pitching (Y/N)Y0.79Avg. G.L94.6060.693.10693.4561.12792.606300072022006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.52 x 0.646 x 10.85 x 2=91.399m328.38201Pier=4.35 x 1.5 x 10.10=65.9025Total :157.301m3 x 1.1 =157.301m3=158m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :6.52 x 1.354 x 10.85 x 2=191.569336x 1.1210.73m34.35 x 1.0 x 10.1043.935x 1.148.33=259.05m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :1.9960.5 x 1.996 x 3.457 x 10.25 x 2=70.726763m3x 1.1 =70.73m3=71.00m33.4576A.05Filter media behind abutment, retaining wall and return wall :3.457 x 2 =6.914Area =6.05 x 7.73 x pi() /47.730=36.730m23.4573.457 x 1.5 =5.1866.914a)- Quadrant =36.73 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 3.457 =42.521m3Total =42.521m342.52m3=43.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+5.92) x 0.5 x 0.35 + 5.92 x 0.5) x 10.25 x 2=84.50m3Pier=((0.75+3.75)/2 x 0.45) x (9.5 + 8.0)/2 + (3.75 x 0.3 x 9.5)=19.55Total =104.05m3104.048m3=105.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.853 x 10.25 x 0.3 x 2=5.246m3Abutment =0.5 x (0.72 + 0.72) x 3.004 x 10.25 x 2=44.339m3cantilever return =(0.6+1.13)/2 x 0.4 x 3.5 x 4=1.36m3full return wall =3 x 3.922 x 0.5 x 4=23.532m3RCC M35 in pier:-Pier=(7.25 x 2.653 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 2.653)10.754m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.100m3TOTAL =96.335m3=m3=97.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-7.8 x 2 x 0.7 x 10.25=111.93m3=112.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation105 x 85kg.=8.925Tb)-Substructure97 x 135kg.=13.095Tc)-Superstructure112 x 120kg.=13.440Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb4 x 50kg.=0.2TTOTAL =37.382TSay :38.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 22.6=3.390m3=4.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(15.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=10.176m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(15.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=203.525m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(15.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(15.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=46.520Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.22 x 10.55 x 0.1 x 2=12.751m3Below Pier :4.05 x 9.8 x 0.1=3.969m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :29.7x14.01x0.45=187.24m3Total :211.139m3x 1.1 =211.139m3=212.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =15 x 2 x 2=60Nos.Total :60Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :36.73 x 0.3 x 2=22.04m3Total :22.04m3 x 1.3 =28.650m3=29.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching :800Length of toe wall required at each side=29.257m300Area of toe wall section=0.54m21000Bed Protection=29.7x14.01x0.15=62.41m3Volume of concrete required=95.00m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :36.73 x 0.6 x 2=11.02m3Total :11.02m3 x 1.3 =14.325m3=15.00m3

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153-2BRIDGE No : 153/2Total length of the bridge25.353500300=10.791.950Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1591.282Level of Rock=86.734mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.45m500thk. return wallQuadrant stone pitching (Y/N)Y0.96Avg. G.L89.2340.687.23487.4841.23886.734275072017506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =5.82 x 2.5 x 10.85 x 2=315.735m3109.8375Pier=3.35 x 2.5 x 10.10=84.5875Total :400.323m3 x 1.1 =400.323m3=401m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :5.82 x 0 x 10.85 x 2=0x 1.10m3=0.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.3100.5 x 2.31 x 4.001 x 10.25 x 2=94.7336775m3x 1.1 =94.73m3=95.00m34.0016A.05Filter media behind abutment, retaining wall and return wall :4.001 x 2 =8.002Area =7.002 x 8.947 x pi() /48.947=49.203m24.0014.001 x 1.5 =6.0028.002a)- Quadrant =49.203 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.001 =49.212m3Total =49.212m349.21m3=50.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+5.22) x 0.5 x 0.25 + 5.22 x 0.5) x 10.25 x 2=68.73m3Pier=((0.75+2.75)/2 x 0.3) x (9.5 + 8.0)/2 + (2.75 x 0.3 x 9.5)=12.43Total =81.16m381.158m3=82.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.603 x 10.25 x 0.3 x 2=3.71m3Abutment =0.5 x (0.72 + 0.72) x 3.798 x 10.25 x 2=56.06m3cantilever return =(0.6+1.24)/2 x 0.4 x 3.5 x 4=1.76m3full return wall =2.75 x 4.466 x 0.5 x 4=24.56m3RCC M35 in pier:-Pier=(7.25 x 2.851 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 2.851)15.72m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.10m3TOTAL =112.91m3=m3=113.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-5.35 x 2 x 0.45 x 10.25=49.35375m3=50.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation82 x 85kg.=6.970Tb)-Substructure113 x 135kg.=15.255Tc)-Superstructure50 x 120kg.=6.000Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb3 x 50kg.=0.15TTOTAL =30.097TSay :31.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 17.7=2.655m3=3.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(10.7 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=8.033m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(10.7 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=160.650m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(10.7 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(10.7 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=36.720Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :5.52 x 10.55 x 0.1 x 2=11.316m3Below Pier :3.05 x 9.8 x 0.1=2.989m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :34.025 x 9.95 x 0.45=152.35m3Total :173.827m3x 1.1 =173.827m3=174.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =14 x 2 x 2=56Nos.Total :56Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :49.203 x 0.3 x 2=29.52m3Total :29.52m3 x 1.3 =38.378m3=39.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=42.497m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=319.00m3Bed Protection=34.025 x 9.95 x 0.15=50.78m3Total Volume of Concrete=369.78m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :49.203 x 0.3 x 2=14.76m3Total :14.76m3 x 1.3 =19.189m3=20.00m3

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155-1BRIDGE No : 155/1Total length of the bridge28.003500300=1690.911Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1589.993Level of Rock=86.72mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.70m500thk. return wallQuadrant stone pitching (Y/N)Y1.74Avg. G.L87.5000.685.64286.1921.75785.142355072019006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.77 x 0.78 x 10.85 x 2=114.589m334.2693Pier=4.85 x 0.78 x 10.10=38.2083Total :152.80m3 x 1.1 =152.797m3For 4 Lane Structure=306m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :6.77 x 1.578 x 10.85 x 2=231.822402x 1.1255.0046422m34.85 x 2.0 x 10.1097.97x 1.1107.767Total=362.77m3For 4 Lane Structure=725.54m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.4560.5 x 2.456 x 4.254 x 10.25 x 2Total=107.09m3x 1.1 =107.09m3For 4 Lane Structure=214.18m34.2546A.05Filter media behind abutment, retaining wall and return wall :4.254 x 2 =8.508Area =7.4445 x 9.512 x pi() /49.512=55.616m24.2544.254 x 1.5 =6.3818.508a)- Quadrant =55.616 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.254 =52.324m3Total =52.324m352.32m3For 4 Lane Structure=104.65m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.17) x 0.5 x 0.55 + 6.17 x 0.5) x 10.25 x 2=102.08m3Pier=((0.75+4.25)/2 x 0.55) x (9.5 + 8.0)/2 + (4.25 x 0.3 x 9.5)=24.14Total =126.23m3126.229m3For 4 Lane Structure=252.46m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.853 x 10.25 x 0.3 x 2=5.246m3Abutment =0.5 x (0.72 + 0.72) x 3.801 x 10.25 x 2=56.103m3cantilever return =(0.6+1.76)/2 x 0.4 x 3.5 x 4=4.09233m3full return wall =3.55 x 4.719 x 0.5 x 4=33.5049m3RCC M35 in pier:-Pier=(7.25 x 3.326 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 3.326)16.027m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.100m3TOTAL =126.074m3=m3For 4 Lane Structure=254.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8 x 2 x 0.7 x 10.25=114.8m3For 4 Lane Structure=230.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation252.45725 x 85kg.=21.459Tb)-Substructure254 x 135kg.=34.290Tc)-Superstructure230 x 120kg.=27.600Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb8 x 50kg.=0.4TTOTAL =85.471TFor 4 Lane Structure172.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 23=3.45m3For 4 Lane Structure=8.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(16 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=10.35m3For 4 Lane Structure=21.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(16 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=207.03m2For 4 Lane Structure=414.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.For 4 Lane Structure=8Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6mFor 4 Lane Structure=11.2m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m2For 4 Lane Structure=33.00m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75RmFor 4 Lane Structure=62.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(16 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m3For 4 Lane Structure=43.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(16 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=47.320RmFor 4 Lane Structure=95.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.47 x 10.55 x 0.1 x 2=13.264m3Below Pier :4.55 x 9.8 x 0.1=4.459m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :30.8x14.83x0.45=205.54m3Total :230.441m3x 1.1 =230.441m3For 4 Lane Structure=462.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =16 x 2 x 2=64Nos.For 4 Lane Structure128Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :55.616 x 0.3 x 2=33.37m3Total :33.37m3 x 1.3 =43.380m3For 4 Lane Structure=88.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=43.888m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=48.00m3Bed Protection=32x14.83x0.15=71.18m3Total Volume of Concrete=163.61m3For 4 Lane Structure=327m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :55.616 x 0.3 x 2=16.68m3Total :16.68m3 x 1.3 =21.690m3For 4 Lane Structure=44.00m3

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164-1BRIDGE No : 164/1Total length of the bridge18.423500300=8.4288.530Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1587.612Level of Rock=85.21mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.70m500thk. return wallQuadrant stone pitching (Y/N)Y1.35Avg. G.L85.0550.683.55583.8051.49783.055350072022006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.02 x -0.155 x 10.85 x 2=-23.612m3-6.809925Total :-23.61m3 x 1.1 =-23.612m3For 4 Lane Structure=0m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :7.02 x 2.155 x 10.85 x 2=328.27977x 1.1361.107747m3Total=361.11m3For 4 Lane Structure=722.22m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.4600.5 x 2.46 x 4.26 x 10.25 x 2CHANGE 30 DEGREE INTO RADIANSTHEN APPLY TANTotal=107.42m3x 1.1 =107.42m3For 4 Lane Structure=214.83m34.2606A.05Filter media behind abutment, retaining wall and return wall :4.26 x 2 =8.528.52Area =7.455 x 9.526 x pi() /49.526=55.776m24.2604.26 x 1.5 =4.266.399.5268.526.39a)- Quadrant =55.776 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.26 =81.536m3Total =81.536m381.54m3For 4 Lane Structure=163.07m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.42) x 0.5 x 0.25 + 6.42 x 0.5) x 10.25 x 2=84.10m3Total =84.10m384.101m3For 4 Lane Structure=168.20m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.853 x 10.25 x 0.3 x 2=5.246m3Abutment =0.5 x (0.72 + 0.72) x 3.807 x 10.25 x 2=56.191m3cantilever return =(0.6+1.5)/2 x 0.4 x 3.5 x 4=2.82002m3full return wall =3.5 x 4.725 x 0.5 x 4=33.075m3TOTAL =97.332m3=m3For 4 Lane Structure=196.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.42 x 1 x 0.7 x 10.25=60.4135m3For 4 Lane Structure=122.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation168.2025 x 85kg.=14.297Tb)-Substructure196 x 135kg.=26.460Tc)-Superstructure122 x 120kg.=14.640Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb6 x 50kg.=0.3TTOTAL =57.419TFor 4 Lane Structure116.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 15.42=2.31m3For 4 Lane Structure=6.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(8.42 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=7.03m3For 4 Lane Structure=14.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(8.42 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 8.75=140.53m2For 4 Lane Structure=281.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :2Nos.For 4 Lane Structure=4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :2.8mFor 4 Lane Structure=5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 2=8.200m2For 4 Lane Structure=16.00m26A.34Providing & laying Buried type Expansion joint :.2 x 10.25=20.50RmFor 4 Lane Structure=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(8.42 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m3For 4 Lane Structure=43.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(8.42 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 2.0=32.120RmFor 4 Lane Structure=64.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.72 x 10.55 x 0.1 x 2=13.776m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :30.8x14.83x0.45=105.06m3Total :126.010m3x 1.1 =126.010m3For 4 Lane Structure=254.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =16 x 2 x 2=64Nos.For 4 Lane Structure128Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :55.776 x 0.3 x 2=33.47m3Total :33.47m3 x 1.3 =43.505m3For 4 Lane Structure=88.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=43.921m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=48.00m3Bed Protection=32x7.58x0.15=36.38m3Total Volume of Concrete=48.00m3For 4 Lane Structure=96m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :55.776 x 0.3 x 2=16.73m3Total :16.73m3 x 1.3 =21.753m3For 4 Lane Structure=44.00m3

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168-1BRIDGE No : 168/1Total length of the bridge27.43500300=14.893.384Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1592.516Level of Rock=89.31mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.65m500thk. return wallQuadrant stone pitching (Y/N)Y1.97Avg. G.L89.3580.687.81088.1601.91487.310370072022006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.22 x 0.048 x 10.85 x 2=7.520m32.10888Pier=4.85 x 1.0 x 10.10=48.99Total :56.505m3 x 1.1 =56.505m3=57m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :Abutment7.22 x 2 x 10.85 x 2=313.35x 1.1344.68m3Pier4.85 x 2.0 x 10.1097.97x 1.1107.77=452.45m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.7480.5 x 2.748 x 4.759 x 10.25 x 2=134.046753m3x 1.1 =134.05m3=135.00m34.7596A.05Filter media behind abutment, retaining wall and return wall :4.759 x 2 =9.518Area =8.3285 x 10.641 x pi() /410.641=69.605m24.7594.759 x 1.5 =7.1399.518a)- Quadrant =69.605 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.759 =58.536m3Total =58.536m358.54m3=59.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.62) x 0.5 x 0.35 + 6.62 x 0.5) x 10.25 x 2=94.19m3Pier=((0.75+4.25)/2 x 0.55) x (9.5 + 8.0)/2 + (4.25 x 0.3 x 9.5)=24.14Total =118.33m3118.331m3=119.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.803 x 10.25 x 0.3 x 2=4.938m3Abutment =0.5 x (0.72 + 0.72) x 4.356 x 10.25 x 2=64.295m3cantilever return =(0.6+1.91)/2 x 0.4 x 3.5 x 4=4.96m3full return wall =3.7 x 5.224 x 0.5 x 4=38.6576m3RCC M35 in pier:-Pier=(7.25 x 3.259 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 3.259)18.115m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.100m3TOTAL =142.061m3=m3=143.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-7.4 x 2 x 0.65 x 10.25=98.605m3=99.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation119 x 85kg.=10.115Tb)-Substructure143 x 135kg.=19.305Tc)-Superstructure99 x 120kg.=11.880Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb4 x 50kg.=0.2TTOTAL =43.222TSay :44.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 21.8=3.270m3=4.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=9.826m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=196.525m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=44.920Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.92 x 10.55 x 0.1 x 2=14.186m3Below Pier :4.55 x 9.8 x 0.1=4.459m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :30.8x14.83x0.45=197.06m3Total :222.880m3x 1.1 =222.880m3=223.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =16 x 3 x 2=96Nos.Total :96Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :69.605 x 0.3 x 2=41.76m3Total :41.76m3 x 1.3 =54.292m3=55.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching :800Length of toe wall required at each side=36.415m300Area of toe wall section=0.54m21000Bed Protection=34.35x13.21x0.15=68.06m3Volume of concrete required=108.00m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :69.605 x 0.6 x 2=20.88m3Total :20.88m3 x 1.3 =27.146m3=28.00m3

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183-2BRIDGE No : 183/2Total length of the bridge18.43500300=8.488.118Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1587.200Level of Rock=-mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.70m500thk. return wallQuadrant stone pitching (Y/N)Y0.74Avg. G.L85.6130.684.11384.4631.09283.613275072021006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.17 x 2 x 10.85 x 2=267.778m3Total :267.778m3 x 1.1 =267.778m3=268m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :00040m3=42.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =6.17 x 0.3 x 10.25 x 2=37.946m3Total :37.946m337.946m3=38.00m36A.04Back filling behind abutments, wing walls, return walls :1.8420.5 x 1.842 x 3.19 x 10.25 x 2=60.228795m3x 1.1 =60.23m3=61.00m33.1906A.05Filter media behind abutment, retaining wall and return wall :3.19 x 2 =6.38Area =5.5825 x 7.133 x pi() /47.133=31.275m23.1903.19 x 1.5 =4.7856.38a)- Quadrant =31.275 x 0.3 x 4 =37.529m3b)- Back =2 x 0.6 x 10.25 x 3.19 =39.237m3Total =76.766m376.77m3=77.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+5.57) x 0.5 x 0.35 + 5.57 x 0.5) x 10.25 x 2=79.657875m3Total =79.658m379.658m3=80.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.853 x 10.25 x 0.3 x 2=5.246m3Abutment =0.5 x (0.72 + 0.72) x 2.737 x 10.25 x 2=40.398m3cantilever return =(0.6+1.09)/2 x 0.4 x 3.5 x 4=1.24870m3full return wall =2.75 x 3.655 x 0.5 x 4=20.1025m3TOTAL =66.995m3=m3=67.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.4 x 1 x 0.7 x 10.25=60.27m3=61.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation80 x 85kg.=6.800Tb)-Substructure67 x 135kg.=9.045Tc)-Superstructure61 x 120kg.=7.320Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb3 x 50kg.=0.15TTOTAL =25.037TSay :26.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 15.4=2.310m3=3.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(8.4 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=7.018m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(8.4 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 8.75=140.350m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :2Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :2.8m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.4 x 10.25 x 2=8.200m26A.34Providing & laying Buried type Expansion joint :.2 x 10.25=20.50Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(8.4 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 1.0=16.040Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(8.4 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 2.0=32.080Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below foundation :5.87 x 10.55 x 0.1 x 2=12.034m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :28.9x7.56x0.45=98.32m3Total :117.526m3x 1.1 =117.526m3=118.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =14 x 1 x 2=28Nos.Total :28Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :31.275 x 0.6 x 4=75.06m3Total :75.06m3 x 1.3 =97.577m3=98.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching :800Length of toe wall required at each side=38.038m300Area of toe wall section=0.54m21000Bed Protection=35.55x13.21x0.15=70.44m3Volume of concrete required=112.00m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :0 x 0.6 x 2=9.38m3Total :9.38m3 x 1.3 =12.197m3=13.00m3

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184-1BRIDGE No : 184/1Total length of the bridge210.83500300=21.683.655Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1582.587Level of Rock=0mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m800Depth of superstructure=0.85m500thk. return wallQuadrant stone pitching (Y/N)Y2.04Avg. G.L81.1330.677.93378.5331.95777.433385080024506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.7 x 3.7 x 10.85 x 2=618.233m33564.578355Pier=6.1 x 3.2 x 10.10=197.152Total :815.385m3 x 1.1 =815.385m3=816m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :7.7 x 0 x 10.85 x 2=0x 1.10m3=0.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.6890.5 x 2.689 x 4.657 x 10.25 x 2=128.36m3x 1.1 =128.36m3=129.00m34.6576A.05Filter media behind abutment, retaining wall and return wall :4.657 x 2 =9.314Area =8.15 x 10.413 x pi() /410.413=66.654m24.6574.657 x 1.5 =6.9869.314a)- Quadrant =66.654 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.657 =57.281m3Total =57.281m357.28m3=58.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.8+7.1) x 0.5 x 0.6 + 7.1 x 0.5) x 10.25 x 2=121.36m3Pier=((0.75+5.5)/2 x 0.7) x (9.5 + 8.0)/2 + (5.5 x 0.3 x 9.5)=34.82Total =156.18m3156.176m3=157.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =1.003 x 10.25 x 0.3 x 2=6.17m3Abutment =0.5 x (0.8 + 0.8) x 4.054 x 10.25 x 2=66.49m3cantilever return =(0.6+1.96)/2 x 0.4 x 3.5 x 4=5.20m3full return wall =3.85 x 5.122 x 0.5 x 4=39.44m3RCC M35 in pier:-Pier=(7.25 x 2.851 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 2.851)16.93m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.10m3TOTAL =145.32m3=m3=146.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-10.8 x 2 x 0.85 x 10.25=188.19m3=189.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation157 x 85kg.=13.345Tb)-Substructure146 x 135kg.=19.710Tc)-Superstructure189 x 120kg.=22.680Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb5 x 50kg.=0.25TTOTAL =57.707TSay :58.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 28.6=4.290m3=5.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(21.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=12.801m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(21.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=256.025m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(21.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(21.6 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=58.520Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :7.4 x 10.55 x 0.1 x 2=15.170m3Below Pier :5.8 x 9.8 x 0.1=5.684m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :34.025 x 20.85 x 0.45=261.58m3Total :289.610m3x 1.1 =289.610m3=290.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =16 x 3 x 2=96Nos.Total :96Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :66.654 x 0.3 x 2=39.99m3Total :39.99m3 x 1.3 =51.990m3=52.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=46.104m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=346.00m3Bed Protection=30.25x20.01x0.15=90.80m3Total Volume of Concrete=486.65m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :66.654 x 0.3 x 2=20.00m3Total :20.00m3 x 1.3 =25.995m3=26.00m3

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186-1BRIDGE No : 186/1Total length of the bridge34.43500300=13.276.989Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1576.421Level of Rock=72.224mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.35m500thk. return wallQuadrant stone pitching (Y/N)Y2.20Avg. G.L74.2240.672.72472.9742.06372.224250072016506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =5.47 x 2 x 10.85 x 2=237.398m387.87Pier=3.35 x 2.444 x 10.10 x 2=165.11Total :402.513m3 x 1.1 =402.513m3=403m36A.03Ditto as item 6A.01 above but in hard rock :Abutment5.47 x 0 x 10.85 x 2=0.00x 1.10.00m3Pier3.35 x 0.056 x 10.10 x 23.79x 1.14.17=4.17m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.0500.5 x 2.05 x 3.55 x 10.25 x 2=74.59m3x 1.1 =74.59m3=75.00m33.5506A.05Filter media behind abutment, retaining wall and return wall :3.55 x 2 =7.1Area =6.2125 x 7.938 x pi() /47.938=38.732m23.5503.55 x 1.5 =5.3257.1a)- Quadrant =38.732 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 3.55 =43.665m3Total =43.665m343.67m3=44.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+4.87) x 0.5 x 0.25 + 4.87 x 0.5) x 10.25 x 2=64.24m3Pier=(((0.75+2.75)/2 x 0.2) x (9.5 + 8.0)/2 + (2.75 x 0.3 x 9.5)) x 2=21.80Total =86.04m386.042m3=87.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.503 x 10.25 x 0.3 x 2=3.09m3Abutment =0.5 x (0.72 + 0.72) x 3.447 x 10.25 x 2=50.88m3cantilever return =(0.6+2.06)/2 x 0.4 x 3.5 x 4=5.85m3full return wall =2.5 x 4.015 x 0.5 x 4=20.08m3RCC M35 in pier:-Pier=(7.25 x 3.1 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 3.1) x 228.48m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.82 x 222.20m3TOTAL =130.57m3=m3=131.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-4.4 x 3 x 0.35 x 10.25=47.355m3=48.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation87 x 85kg.=7.395Tb)-Substructure131 x 135kg.=17.685Tc)-Superstructure48 x 120kg.=5.760Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb4 x 50kg.=0.2TTOTAL =32.762TSay :33.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 20.2=3.030m3=4.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(13.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=9.135m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(13.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 8.75=182.700m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :6Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :8.4m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 6=24.600m26A.34Providing & laying Buried type Expansion joint :.4 x 10.25=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(13.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(13.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 2.0=41.760Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :5.17 x 10.55 x 0.1 x 2=10.599m3Below Pier :3.4 x 9.8 x 0.1=3.332m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :30.05 x 10.90 x 0.45=147.40m3Total :168.501m3x 1.1 =168.501m3=169.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =14 x 2 x 2=56Nos.Total :56Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :38.732 x 0.3 x 2=23.24m3Total :23.24m3 x 1.3 =30.211m3=31.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=40.017m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=301.00m3Bed Protection=30.05 x 10.90 x 0.15=49.13m3Total Volume of Concrete=350.13m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :38.732 x 0.3 x 2=11.62m3Total :11.62m3 x 1.3 =15.105m3=16.00m3

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186-3BRIDGE No : 186/3Total length of the bridge38.73500300=26.176.571Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1575.603Level of Rock=0mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.75m500thk. return wallQuadrant stone pitching (Y/N)Y1.54Avg. G.L72.7310.670.78071.3801.62970.280385072022006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.37 x 2.451 x 10.85 x 2=391.99m33195.436485Pier=5.20 x 2.599 x 10.10 x 2=273.00Total :664.985m3 x 1.1 =664.985m3=665m36A.03Ditto as item 6A.01 above but in hard rock :Abutment7.37 x 0 x 10.85 x 2=0x 1.10.00m3=0.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.7290.5 x 2.729 x 4.726 x 10.25 x 2=132.20m3x 1.1 =132.20m3=133.00m34.7266A.05Filter media behind abutment, retaining wall and return wall :4.726 x 2 =9.452Area =8.2705 x 10.568 x pi() /410.568=68.646m24.7264.726 x 1.5 =7.0899.452a)- Quadrant =68.646 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.726 =58.130m3Total =58.130m358.13m3=59.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.77) x 0.5 x 0.6 + 6.77 x 0.5) x 10.25 x 2=115.46m3Pier=((0.75+4.60)/2 x 0.5) x (9.5 + 8.0)/2 + (4.60 x 0.3 x 9.5)) x 2=49.63Total =165.08m3165.082m3=166.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.903 x 10.25 x 0.3 x 2=5.55m3Abutment =0.5 x (0.72 + 0.72) x 4.223 x 10.25 x 2=62.33m3cantilever return =(0.6+1.63)/2 x 0.4 x 3.5 x 4=3.44m3full return wall =3.85 x 5.191 x 0.5 x 4=39.97m3RCC M35 in pier:-Pier=(7.25 x 3.475 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 3.475) x 238.19m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.82 x 222.20m3TOTAL =171.69m3=m3=172.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.7 x 3 x 0.75 x 10.25=200.64375m3=201.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation166 x 85kg.=14.110Tb)-Substructure172 x 135kg.=23.220Tc)-Superstructure201 x 120kg.=24.120Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb5 x 50kg.=0.25TTOTAL =63.422TSay :64.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 33.1=4.965m3=5.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(26.1 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=14.779m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(26.1 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 8.75=295.575m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :6Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :8.4m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 6=24.600m26A.34Providing & laying Buried type Expansion joint :.4 x 10.25=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(26.1 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(26.1 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 2.0=67.560Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :7.07 x 10.55 x 0.1 x 2=14.494m3Below Pier :5.8 x 9.8 x 0.1=5.684m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :30.20 x 23.76 x 0.45=322.90m3Total :350.251m3x 1.1 =350.251m3=351.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =16 x 3 x 2=96Nos.Total :96Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :68.646 x 0.3 x 2=41.19m3Total :41.19m3 x 1.3 =53.544m3=54.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=46.483m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=349.00m3Bed Protection=30.20 x 23.76 x 0.15=107.63m3Total Volume of Concrete=506.87m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :68.646 x 0.3 x 2=20.59m3Total :20.59m3 x 1.3 =26.772m3=27.00m3

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187-2BRIDGE No : 187/2Total length of the bridge110.803500300=10.876.126Length of approach slab=3.50m300Width of the abutment ==11.31mWidth of the abutment foundation =11.31m100thk PCC M1575.058Level of Rock=70.78mWidth of carriage way=9.66mTotal deck width=11.31mWidth of footpath=0.500m720Depth of superstructure=0.85m500thk. return wallQuadrant stone pitching (Y/N)Y0.97Avg. G.L73.1800.670.31071.0101.24769.810400072025006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.82 x 3.37 x 11.91 x 2=627.738m3105.444Total :627.74m3 x 1.1 =627.738m3For 4 Lane Structure=1255m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :7.82 x 0 x 11.91 x 2=0x 1.10m3Total=0.00m3For 4 Lane Structure=0.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.6850.5 x 2.685 x 4.651 x 11.31 x 2Total=141.24m3x 1.1 =141.24m3For 4 Lane Structure=282.48m34.6516A.05Filter media behind abutment, retaining wall and return wall :4.651 x 2 =9.302Area =8.1395 x 10.4 x pi() /410.400=66.485m24.6514.651 x 1.5 =6.9779.302a)- Quadrant =66.485 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 11.31 x 4.651 =63.123m3Total =63.123m363.12m3For 4 Lane Structure=126.25m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+7.22) x 0.5 x 0.7 + 7.22 x 0.5) x 11.31 x 2=144.52m3Total =144.52m3144.519m3For 4 Lane Structure=289.04m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =1.003 x 11.31 x 0.3 x 2=6.806m3Abutment =0.5 x (0.72 + 0.72) x 4.048 x 11.31 x 2=65.927m3cantilever return =(0.6+1.25)/2 x 0.4 x 3.5 x 4=1.79127m3full return wall =4 x 5.116 x 0.5 x 4=40.928m3TOTAL =115.453m3=m3For 4 Lane Structure=232.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-10.8 x 1 x 0.85 x 11.31=103.8258m3For 4 Lane Structure=208.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation289.038360000001 x 85kg.=24.568Tb)-Substructure232 x 135kg.=31.320Tc)-Superstructure208 x 120kg.=24.960Td)-Approach slab23.751 x 80kg.=1.900Te)-Railing kerb6 x 50kg.=0.3TTOTAL =83.048TFor 4 Lane Structure168.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 17.8=2.67m3For 4 Lane Structure=6.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(10.8 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 0.05 x 9.66=8.91m3For 4 Lane Structure=18.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(10.8 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 9.66=178.13m2For 4 Lane Structure=356.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.For 4 Lane Structure=8Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6mFor 4 Lane Structure=11.2m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 11.31 x 2=9.048m2For 4 Lane Structure=18.00m26A.34Providing & laying Buried type Expansion joint :.2 x 11.31=22.62RmFor 4 Lane Structure=45.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(10.8 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :11.31 x 3.5 x 0.3 x 2=23.75m3For 4 Lane Structure=48.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(10.8 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 2.0=36.880RmFor 4 Lane Structure=74.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :7.52 x 11.61 x 0.1 x 2=17.010m3Below approach :11.31 x 3.5 x 0.1 x 2=7.917m3Floor Protection :32x10.99x0.45=158.26m3Total :183.183m3x 1.1 =183.183m3For 4 Lane Structure=368.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =18 x 3 x 2=108Nos.For 4 Lane Structure216Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :66.485 x 0.3 x 2=39.89m3Total :39.89m3 x 1.3 =51.858m3For 4 Lane Structure=104.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=48.191m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=53.00m3Bed Protection=32x10.99x0.15=52.75m3Total Volume of Concrete=105.75m3For 4 Lane Structure=212m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :66.485 x 0.3 x 2=19.95m3Total :19.95m3 x 1.3 =25.929m3For 4 Lane Structure=52.00m3

30oxmmm

194-1BRIDGE No : 194/1Total length of the bridge38.43500300=25.265.962Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1565.044Level of Rock=60.52mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.70m500thk. return wallQuadrant stone pitching (Y/N)Y2.82Avg. G.L62.0000.659.67460.3742.47759.174400072025006A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.82 x 1.48 x 10.85 x 2=251.147m365.0238Pier=5.35 x 1.48 x 10.10 x 2=159.94Total :411.091m3 x 1.1 =411.091m3=412m36A.03Ditto as item 6A.01 above but in soft rock :Abutment7.82 x 1.346 x 10.85 x 2=228.41x 1.1251.25m3Pier5.35 x 2 x 10.10 x 2216.14x 1.1237.75=489.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.9580.5 x 2.958 x 5.123 x 10.25 x 2=155.33m3x 1.1 =155.33m3=156.00m35.1236A.05Filter media behind abutment, retaining wall and return wall :5.123 x 2 =10.246Area =8.9655 x 11.455 x pi() /411.455=80.660m25.1235.123 x 1.5 =7.68510.246a)- Quadrant =80.66 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 5.123 =185.965m3Total =185.965m3185.96m3=186.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+7.22) x 0.5 x 0.7 + 7.22 x 0.5) x 10.25 x 2=130.97m3Pier=((0.75+4.75)/2 x 0.6) x (9.5 + 8.0)/2 + (4.75 x 0.3 x 9.5)) x 2=55.95Total =186.92m3186.925m3=187.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.853 x 10.25 x 0.3 x 2=5.25m3Abutment =0.5 x (0.72 + 0.72) x 4.67 x 10.25 x 2=68.93m3cantilever return =(0.6+2.48)/2 x 0.4 x 3.5 x 4=8.66m3full return wall =4 x 5.588 x 0.5 x 4=44.70m3RCC M35 in pier:-Pier=((7.25x3.745x0.75)+((22/7x0.75x0.75)/4x3.745))x244.04m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.82 x 222.20m3TOTAL =193.78m3=m3=194.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.4 x 3 x 0.7 x 10.25=180.81m3=181.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation187 x 85kg.=15.895Tb)-Substructure194 x 135kg.=26.190Tc)-Superstructure181 x 120kg.=21.720Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb5 x 50kg.=0.25TTOTAL =65.777TSay :66.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 32.2=4.830m3=5.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(25.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=14.385m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(25.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 8.75=287.700m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :6Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :8.4m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 6=24.600m26A.34Providing & laying Buried type Expansion joint :.4 x 10.25=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(25.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(25.2 + 0.02 x 4 + 0.3 x 2 + 3.5 x 2) x 2.0=65.760Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :7.52 x 10.55 x 0.1 x 2=15.416m3Below Pier :4.75 x 9.8 x 0.1=4.655m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :33.85x22.86x0.45=348.21m3Total :375.461m3x 1.1 =375.461m3=376.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =17 x 3 x 2=102Nos.Total :102Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :80.66 x 0.3 x 2=48.40m3Total :48.40m3 x 1.3 =62.915m3=63.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=48.666m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=53.00m3Bed Protection=33.85x22.86x0.15=116.07m3Total Volume of Concrete=218.28m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :80.66 x 0.3 x 2=24.20m3Total :24.20m3 x 1.3 =31.457m3=32.00m3

30oxmmm

202-1BRIDGE No : 202/1Total length of the bridge76.753500300=47.2542.976Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1542.083Level of Rock=36.44mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.65m500thk. return wallQuadrant stone pitching (Y/N)Y1.94Avg. G.L40.0000.636.50037.1001.89136.000400072022506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =7.57 x 3.56 x 10.85 x 2=584.798m3156.4086Pier=4.7 x 4 x 10.10 x 6=1139.28Total :1724.078m3 x 1.1 =1724.078m3=1725m36A.03Ditto as item 6A.01 above but in soft rock :Abutment7.57 x 0.44 x 10.85 x 2=72.28x 1.179.51m3Pier4.70 x 0.417 x 10.10 x 6118.77x 1.1130.65=210.15m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :3.1240.5 x 3.124 x 5.411 x 10.25 x 2=173.27m3x 1.1 =173.27m3=174.00m35.4116A.05Filter media behind abutment, retaining wall and return wall :5.411 x 2 =10.822Area =9.4695 x 12.099 x pi() /412.099=89.984m25.4115.411 x 1.5 =8.11710.822a)- Quadrant =89.984 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 5.411 =196.419m3Total =196.419m3196.42m3=197.00m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.97) x 0.5 x 0.6 + 6.97 x 0.5) x 10.25 x 2=118.74m3Pier=((0.75+4.10)/2 x 0.45) x (9.5 + 8.0)/2 + (4.10 x 0.3 x 9.5)) x 6=127.40Total =246.14m3246.137m3=247.00m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.828 x 10.25 x 0.3 x 2=6.08m3Abutment =0.5 x (0.72 + 0.72) x 4.983 x 10.25 x 2=73.55m3cantilever return =(0.6+1.89)/2 x 0.4 x 3.5 x 4=4.83m3full return wall =4 x 5.876 x 0.5 x 4=47.01m3RCC M35 in pier:-Pier=(7.25 x 3.988 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 3.988) x 6140.68m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.82 x 666.60m3TOTAL =338.74m3=m3=339.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-6.75 x 7 x 0.65 x 10.25=314.803125m3=315.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation247 x 85kg.=20.995Tb)-Substructure339 x 135kg.=45.765Tc)-Superstructure315 x 120kg.=37.800Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb9 x 50kg.=0.45TTOTAL =106.732TSay :107.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 54.25=8.138m3=9.000m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(47.25 + 0.02 x 8 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=24.067m3+6A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(47.25 + 0.02 x 8 + 0.3 x 2 + 3.5 x 2) x 8.75=481.338m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :14Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :19.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 10=41.000m26A.34Providing & laying Buried type Expansion joint :.8 x 10.25=82.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(47.25 + 0.02 x 8 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(47.25 + 0.02 x 8 + 0.3 x 2 + 3.5 x 2) x 2.0=110.020Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :7.27 x 10.55 x 0.1 x 2=14.904m3Below Pier :4.3 x 9.8 x 0.1=4.214m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :41.91x30.25x0.45=570.50m3Total :596.79m3x 1.1 =596.792m3=597.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =17 x 3 x 2=102Nos.Total :102Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :89.984 x 0.3 x 2=53.99m3Total :53.99m3 x 1.3 =70.188m3=71.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=50.249m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=377.00m3Bed Protection=41.91x30.25x0.15=190.17m3Total Volume of Concrete=567.17m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :89.984 x 0.15 x 2=27.00m3Total :27.00m3 x 1.3 =35.094m3=36.00m3

30oxmmm

206-2BRIDGE No : 206/2Total length of the bridge27.403500300=14.840.533Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1539.665Level of Rock=35.148mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.65m500thk. return wallQuadrant stone pitching (Y/N)Y5.00Avg. G.L37.5000.535.64835.9983.83335.148285072026506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.82 x 2.352 x 10.85 x 2=348.082m3103.33512Pier=4.35 x 2.352 x 10.10=103.33512Total :451.42m3 x 1.1 =451.417m3For 4 Lane Structure=903m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :6.82 x 0 x 10.85 x 2=0x 1.10m34.85 x 2.0 x 10.100x 1.10Total=0.00m3For 4 Lane Structure=0.00m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.3500.5 x 2.35 x 4.07 x 10.25 x 2Total=98.04m3x 1.1 =98.04m3For 4 Lane Structure=196.07m34.0706A.05Filter media behind abutment, retaining wall and return wall :4.07 x 2 =8.14Area =7.1225 x 9.101 x pi() /49.101=50.911m24.0704.07 x 1.5 =6.1058.14a)- Quadrant =50.911 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.07 =136.019m3Total =136.019m3136.02m3For 4 Lane Structure=272.04m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.22) x 0.5 x 0.35 + 6.22 x 0.5) x 10.25 x 2=88.65m3Pier=((0.75+3.75)/2 x 0.45) x (9.5 + 8.0)/2 + (3.75 x 0.3 x 9.5)=19.55Total =108.20m3108.199m3For 4 Lane Structure=216.40m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.803 x 10.25 x 0.3 x 2=4.938m3Abutment =0.5 x (0.72 + 0.72) x 3.667 x 10.25 x 2=54.125m3cantilever return =(0.5+3.83)/2 x 0.4 x 3.5 x 4=21.66667m3full return wall =2.85 x 4.535 x 0.5 x 4=25.8495m3RCC M35 in pier:-Pier=(7.25 x 2.67 x 0.75) + (22/7 x 0.75 x 0.75 x 0.25 x 2.67)15.698m3Pier Cap=((8.0+10.25)/2 x 0.75 x 0.82) + ((10.25 x (0.806 + 0.5)/2 x 0.8211.100m3TOTAL =133.378m3=m3For 4 Lane Structure=268.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-7.4 x 2 x 0.65 x 10.25=98.605m3For 4 Lane Structure=198.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation216.39825 x 85kg.=18.394Tb)-Substructure268 x 135kg.=36.180Tc)-Superstructure198 x 120kg.=23.760Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb8 x 50kg.=0.4TTOTAL =80.456TFor 4 Lane Structure162.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 21.8=3.27m3For 4 Lane Structure=8.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=9.83m3For 4 Lane Structure=20.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 8.75=196.53m2For 4 Lane Structure=393.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :4Nos.For 4 Lane Structure=8Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :5.6mFor 4 Lane Structure=11.2m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 4=16.400m2For 4 Lane Structure=33.00m26A.34Providing & laying Buried type Expansion joint :.3 x 10.25=30.75RmFor 4 Lane Structure=62.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m3For 4 Lane Structure=43.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(14.8 + 0.02 x 3 + 0.3 x 2 + 3.5 x 2) x 2.0=44.920RmFor 4 Lane Structure=90.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.52 x 10.55 x 0.1 x 2=13.366m3Below Pier :4.05 x 9.8 x 0.1=3.969m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :32 x 14.05 x 0.3=114.91m3Total :139.422m3x 1.1 =139.422m3For 4 Lane Structure=280.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =14 x 2 x 2=56Nos.For 4 Lane Structure112Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :50.911 x 0.3 x 2=30.55m3Total :30.55m3 x 1.3 =39.711m3For 4 Lane Structure=80.00m37506A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:4100Length of toe wall required at each side=42.876m450Area of toe wall section=3.75m21500Volume of concrete required for Toe Wall=322.00m3Total Volume of Concrete=322.00m3For 4 Lane Structure=644m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :50.911 x 0.3 x 2=15.27m3Total :15.27m3 x 1.3 =19.855m3For 4 Lane Structure=40.00m3

30oxmmm

211-2BRIDGE No : 211/2Total length of the bridge18.823500300=8.8252.072Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1551.104Level of Rock=49.5mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.75m500thk. return wallQuadrant stone pitching (Y/N)Y0.63Avg. G.L49.5000.548.00548.3050.92247.505285072022506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.42 x 0 x 10.85 x 2=0.000m30Total :0.00m3 x 1.1 =0.000m3For 4 Lane Structure=0m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :6.42 x 1.995 x 10.85 x 2=277.93143x 1.1305.724573m3Total=305.72m3For 4 Lane Structure=611.45m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :1.9060.5 x 1.906 x 3.302 x 10.25 x 2Total=64.51m3x 1.1 =64.51m3For 4 Lane Structure=129.02m33.3026A.05Filter media behind abutment, retaining wall and return wall :3.302 x 2 =6.604Area =5.7785 x 7.383 x pi() /47.383=33.507m23.3023.302 x 1.5 =4.9536.604a)- Quadrant =33.507 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 3.302 =110.353m3Total =110.353m3110.35m3For 4 Lane Structure=220.71m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+5.82) x 0.5 x 0.3 + 5.82 x 0.5) x 10.25 x 2=79.77m3Total =79.77m379.765m3For 4 Lane Structure=159.53m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.903 x 10.25 x 0.3 x 2=5.553m3Abutment =0.5 x (0.72 + 0.72) x 2.799 x 10.25 x 2=41.313m3cantilever return =(0.5+0.92)/2 x 0.4 x 3.5 x 4=0.90013m3full return wall =2.85 x 3.767 x 0.5 x 4=21.4719m3TOTAL =69.239m3=m3For 4 Lane Structure=140.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.82 x 1 x 0.75 x 10.25=67.80375m3For 4 Lane Structure=136.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation159.531 x 85kg.=13.560Tb)-Substructure140 x 135kg.=18.900Tc)-Superstructure136 x 120kg.=16.320Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb6 x 50kg.=0.3TTOTAL =50.802TFor 4 Lane Structure102.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 15.82=2.37m3For 4 Lane Structure=6.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=7.20m3For 4 Lane Structure=14.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 8.75=144.03m2For 4 Lane Structure=288.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :2Nos.For 4 Lane Structure=4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :2.8mFor 4 Lane Structure=5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 3=12.300m2For 4 Lane Structure=25.00m26A.34Providing & laying Buried type Expansion joint :.2 x 10.25=20.50RmFor 4 Lane Structure=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m3For 4 Lane Structure=43.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 2.0=32.920RmFor 4 Lane Structure=66.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.12 x 10.55 x 0.1 x 2=12.546m3Below Pier :4.55 x 9.8 x 0.1=4.459m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :32x7.98x0.45=114.91m3Total :139.092m3x 1.1 =139.092m3For 4 Lane Structure=280.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =14 x 1 x 2=28Nos.For 4 Lane Structure56Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :33.507 x 0.3 x 2=20.10m3Total :20.10m3 x 1.3 =26.136m3For 4 Lane Structure=54.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=38.654m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=42.00m3Bed Protection=32x7.98x0.15=38.30m3Total Volume of Concrete=80.30m3For 4 Lane Structure=161m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :33.507 x 0.3 x 2=10.05m3Total :10.05m3 x 1.3 =13.068m3For 4 Lane Structure=28.00m3

30oxmmm

211-3BRIDGE No : 211/3Total length of the bridge18.823500300=8.8252.493Length of approach slab=3.50m300Width of the abutment ==10.25mWidth of the abutment foundation =10.25m100thk PCC M1551.525Level of Rock=49.62mWidth of carriage way=8.75mTotal deck width=10.25mWidth of footpath=0.500m720Depth of superstructure=0.75m500thk. return wallQuadrant stone pitching (Y/N)Y0.60Avg. G.L49.7180.547.71848.0180.89747.218320072022506A.01Earthwork in excavation for foundation for structures in all types of soil excluding rock :Abutment =6.77 x 0.098 x 10.85 x 2=14.397m34.30563Total :14.40m3 x 1.1 =14.397m3For 4 Lane Structure=29m36A.02Ditto as item 6A.01 above but in soft disintegrated rock :6.77 x 2.402 x 10.85 x 2=352.875418x 1.1388.1629598m3Total=388.16m3For 4 Lane Structure=776.33m36A.03Providing and laying in position coarse sand below foundation including compaction in layers :Abutment =NIL=NILm3Total :0.000m30.000m3=0.00m36A.04Back filling behind abutments, wing walls, return walls :2.3150.5 x 2.315 x 4.01 x 10.25 x 2Total=95.15m3x 1.1 =95.15m3For 4 Lane Structure=190.30m34.0106A.05Filter media behind abutment, retaining wall and return wall :4.01 x 2 =8.02Area =7.0175 x 8.967 x pi() /48.967=49.422m24.0104.01 x 1.5 =6.0158.02a)- Quadrant =49.422 x 0.3 x 0 =0.000m3b)- Back =2 x 0.6 x 10.25 x 4.01 =134.014m3Total =134.014m3134.01m3For 4 Lane Structure=268.03m36A.09Structural cement concrete for Plain/ Reinforced Concrete in open foundation :RCC M35 :-Abutment =((0.72+6.17) x 0.5 x 0.3 + 6.17 x 0.5) x 10.25 x 2=84.43m3Total =84.43m384.429m3For 4 Lane Structure=168.86m36A.17Structural cement concrete for Plain/ Reinforced Concrete in substructure, pier, piercapabutment, abutmentcap, retaining wall , return wall, staircase, etc.RCC M35 in abutment:-Dirt Wall =0.903 x 10.25 x 0.3 x 2=5.553m3Abutment =0.5 x (0.72 + 0.72) x 3.507 x 10.25 x 2=51.763m3cantilever return =(0.5+0.9)/2 x 0.4 x 3.5 x 4=0.83102m3full return wall =3.2 x 4.475 x 0.5 x 4=28.64m3TOTAL =86.788m3=m3For 4 Lane Structure=174.00m36A.18Structural cement concrete for Reinforced Concrete in superstructure :RCC M35 Solid Slab :-8.82 x 1 x 0.75 x 10.25=67.80375m3For 4 Lane Structure=136.00m36A.22Providing & fixing in position HYSD reinforcement barsa)-Foundation168.8585 x 85kg.=14.353Tb)-Substructure174 x 135kg.=23.490Tc)-Superstructure136 x 120kg.=16.320Td)-Approach slab21.525 x 80kg.=1.722Te)-Railing kerb6 x 50kg.=0.3TTOTAL =56.185TFor 4 Lane Structure114.00T6A.28Providing and laying in position controlled RCC M-30 in kerbs over bridge excluding cost of reinforcement0.3 x 0.5 x 15.82=2.37m3For 4 Lane Structure=6.00m36A.25Providing and laying over the top of deck slab 50mm thick asphaltic concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 0.05 x 8.75=7.20m3For 4 Lane Structure=14.00m36A.26Providing and laying a layer of 15 mm thick mastic asphalt over asphaltic concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 8.75=144.03m2For 4 Lane Structure=288.00m26A.35Drainage spouts complete as per MOST drawing No. SD/205 :2Nos.For 4 Lane Structure=4Nos.6A.36Providing and fixing 150 dia PVC downtake and runner pipe :2.8mFor 4 Lane Structure=5.6m6A.32Providing and fixing in position true to line and level :a) tar paper bearings0.42 x 10.25 x 3=12.300m2For 4 Lane Structure=25.00m26A.34Providing & laying Buried type Expansion joint :.2 x 10.25=20.50RmFor 4 Lane Structure=41.00Rm6A.30Reinforced cement concrete railing with M 30 grade concrete:(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 1.0=0.000Rm6A.27Structural concrete grade M 30 in Reinforced Cement Concrete in approach slabsexcluding reinforcement :10.25 x 3.5 x 0.3 x 2=21.53m3For 4 Lane Structure=43.00m36A.29Reinforced cement concrete M-30 grade concrete crash barrier including reinforcement :(8.82 + 0.02 x 2 + 0.3 x 2 + 3.5 x 2) x 2.0=32.920RmFor 4 Lane Structure=66.00Rm6A.07Plain cement concrete M 15 leveling course below foundation of bridges, pile caps,& 6A.08retaining walls, below approach slabs for bridges :Below Abutment :6.47 x 10.55 x 0.1 x 2=13.264m3Below Pier :4.55 x 9.8 x 0.1=4.459m3Below approach :10.25 x 3.5 x 0.1 x 2=7.175m3Floor Protection :32x7.98x0.45=114.91m3Total :24.898m3x 1.1 =24.898m3For 4 Lane Structure=50.00m36A.31Providing weep holes in retaining wall, abutment and retaining/return walls :Abutment =15 x 2 x 2=60Nos.For 4 Lane Structure120Nos.6A.06Providing and laying in position hand packed boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :49.422 x 0.3 x 2=29.65m3Total :29.65m3 x 1.3 =38.549m3For 4 Lane Structure=78.00m33006A.37Plain cement concrete in M20 grade in toe wall at the end of the stone pitching & bed protection:800Length of toe wall required at each side=42.546m300Area of toe wall section=0.54m21000Volume of concrete required for Toe Wall=46.00m3Bed Protection=32x7.98x0.15=38.30m3Total Volume of Concrete=84.30m3For 4 Lane Structure=169m36A.38Providing 150mm thick coarse sand below boulder pitching on slopes of embankment,in front of abutments and in launching apron:Front :=NILm3Back :49.422 x 0.3 x 2=14.83m3Total :14.83m3 x 1.3 =19.275m3For 4 Lane Structure=40.00m3

30oxmmm

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Sheet2