Renovation and extension of existing livestock unit and store unit shed at 1 Acre Integrated Farming system at FSRCHPR under RKVY project

Amount

Sub Heading 1

Dry brick edge flooring in required pattern with of bricks of class designation 7.5 on a bed of 12mm mud mortar including filling joints with Ganga sand with common burnt clay non modular brick Total Area=12m x5.2m=62.40sqm

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Total Area 12m x5.2m=62.40sqm

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above sand plinth level up to floor V level. Cement mortar 1:3.Total (2(12m+5.2m) +2x5m+3m) x0.6m=28.44sqm

12mm cement plaster of mix, 1:6 (1 cement: 6fine sand) Total area=95sqm

Colour washing such as green, blue, buff to give an even shade New work (two or more coats) with a base coat of white washing with lime Total Area =95sqm

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece Total area= 1.06mx2.13mx3units=6.77sqm

Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides Total area=71.1sqm-4.85=66.25sqm

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Total weight =91.32m x 2.55kg/m= 232.87

Boring with hydraulic pilling rig with power unit,providing and installating cast- in situ single under reamed pilesof specified diameter and length below pile cap in M-25cement concrete, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc.All complete.( length of pile for payment shall bemeasuredupto the bottom of pile cap). Dia of pile-0.3m, Depth=2.43m,-6 Total=(4+2) x 2.43= 14.58m

Providing and laying in position specified grade of reinforced concrete, excluding the cost ofcentring,shuttering, finishing,and reinforcement –al l work upto plinth level1:1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural source :3 graded stone aggregate 20mm nominal size derived from natural source) Column=0.195cum Base =0.254cum Tie beam=2.86 cum Total=3.31cum

Reinforced cement concrete M20 work in wall columns etc up to floor five level excluding reinforcement ,shuttering ,all complete job Gr.floor column=0.375cum Total =0.375cum

Reinforcement ( TMT C-500) for RCC works including straitening, cutting, bending, binding, placing in position Total=3.31cumx100kg/cum=340kg

Providing &fixing ,centering & shuttering for all RCC works with props etc and its removal. Total =38.741sqm

Supplying and filling sand under floor, including watering ramming, consolidatingand dressing complete. Total =5mx3mx076=6.84=6.84cum

Dry brick edge flooring in required pattern with of bricks of class designation 7.5 on a bed of 12mm mud mortar including filling joints with Ganga sand with common burnt clay non modular brick Total Area=5mx3m=15sqm

Brick work with common burnt clay F.P.S modular brick of class designation 7.5 in foundation and plinth in: Cement mortar 1:4(1 cement : 4 sand) =3.7cum

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand). Total2(5m+3m)x1.5m-1.06mx1.5m = 22.41 sqm

Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total area=20.17sqm

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes of 2” hollow pipe Total weight =55.96mx5.10kg/m=285.40kg

12mm cement plaster of mix: 1:6 (1 cement: 6fine sand) Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Total= 31.90mmx2.55kg/m=81.35kg

Colour washing such as green, blue, buff to give an even shade New work (two or more coats) with a base coat of white washing with lime Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Total Area =5mx3m=15sqm

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides Total area=2(5m+3m)x1.5m-1.06mx1.5mx2=22.41sqm

Boring with hydraulic pilling rig with power unit,providing and installating cast- in situ single under reamed pilesof specified diameter and length below pile cap in M-25cement concrete, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc.All complete.( length of pile for payment shall bemeasuredupto the bottom of pile cap). Dia of pile-0.3m, Depth=2.43m,-6 Total=(4+2) x 2.43= 14.58m

Providing and laying in position specified grade of reinforced concrete, excluding the cost ofcentring, shuttering, finishing, and reinforcement –al l work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural source :3 graded stone aggregate 20mm nominal size derived from natural source) Column=0.195cum Base =0.254cum Tie beam=2.86 cum Total=3.31cum

Reinforced cement concrete M20 work in wall columns etc up to floor five level excluding reinforcement ,shuttering ,all complete job Gr. floor column=0.375cum Total =0.375cum

Reinforcement( TMT C-500) for RCC works including straitening, cutting, bending, binding, placing in position Total=3.31cumx100kg/cum=340kg

Providing & fixing , centering & shuttering for all RCC works with props etc and its removal. Total =38.741sqm

Supplying and filling sand under floor, including watering ramming, consolidatingand dressing complete. Total = 5mx3mx076=6.84=6.84cum

Dry brick edge flooring in required pattern with of bricks of class designation 7.5 on a bed of 12mm mud mortar including filling joints with Ganga sand with common burnt clay non modular brick Total Area=5mx3m=15sqm

Brick work with common burnt clay F.P.S modular brick of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 sand ) =3.7cum

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand). Total 2(5m+3m)x1.5m-1.06mx1.5m = 22.41 sqm

Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total area=20.17sqm

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes of 2” hollow pipe Total weight =55.96mx5.10kg/m=285.40kg

12mm cement plaster of mix: 1:6 (1 cement: 6fine sand) Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Total= 31.90mmx2.55kg/m=81.35kg

Colour washing such as green, blue, buff to give an even shade New work (two or more coats) with a base coat of white washing with lime Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Total Area =5mx3m=15sqm

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides Total area=2(5m+3m)x1.5m-1.06mx1.5mx2=22.41sqm

Boring with hydraulic pilling rig with power unit,providing and installating cast- in situ single under reamed pilesof specified diameter and length below pile cap in M-25cement concrete, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc.All complete.( length of pile for payment shall bemeasuredupto the bottom of pile cap). Dia of pile-0.3m, Depth=2.43m,-6 Total=(4+2) x 2.43= 14.58m

Providing and laying in position specified grade of reinforced concrete, excluding the cost ofcentring, shuttering, finishing, and reinforcement –al l work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural source :3 graded stone aggregate 20mm nominal size derived from natural source) Column=0.195cum Base =0.254cum Tie beam=2.86 cum Total=3.31cum

Reinforced cement concrete M20 work in wall columns etc up to floor five level excluding reinforcement ,shuttering ,all complete job Gr. floor column=0.375cum Total =0.375cum

Reinforcement( TMT C-500) for RCC works including straitening, cutting, bending, binding, placing in position Total=3.31cumx100kg/cum=340kg

Providing & fixing , centering & shuttering for all RCC works with props etc and its removal. Total =38.741sqm

Supplying and filling sand under floor, including watering ramming, consolidatingand dressing complete. Total = 5mx3mx076=6.84=6.84cum

Dry brick edge flooring in required pattern with of bricks of class designation 7.5 on a bed of 12mm mud mortar including filling joints with Ganga sand with common burnt clay non modular brick Total Area=5mx3m=15sqm

Brick work with common burnt clay F.P.S modular brick of class designation 7.5 in foundation and plinth in:Cement mortar 1:4(1 cement : 4 sand ) =3.7cum

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand). Total 2(5m+3m)x1.5m-1.06mx1.5m = 22.41 sqm

Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total area=20.17sqm

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes of 2” hollow pipe Total weight =55.96mx5.10kg/m=285.40kg

12mm cement plaster of mix: 1:6 (1 cement: 6fine sand) Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Total= 31.90mmx2.55kg/m=81.35kg

Colour washing such as green, blue, buff to give an even shade New work (two or more coats) with a base coat of white washing with lime Total area=(2(5m+3m)x1.5m)x2-(1.06x1.5x2 =44.82sqm

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Total Area =5mx3m=15sqm

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides Total area=2(5m+3m)x1.5m-1.06mx1.5mx2=22.41sqm

Goods and Service Tax @ 18%

Jitu Kumar (BID ID -3148932)

Bharat Ratan Pandey (BID ID -3149373)