Construction of 12(twelve) EVM and VVPAT Warehouse in Manipur

Amount

(A) GROUND FLOOR

SH : EARTH WORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift above 1.5 m

(b) Lift above 1.5 m upto 3.0 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

Filling in plinth with sandy soil under floors including watering ramming,consolidating and dressing complete

SH : CONCRETE WORKS

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Kanhaighat coarse sand:: 10 graded stone aggrt. 40mm nominal size).

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)

RCC work in in walls (any thickness), including attached pilasters, buttresses, plinth and string ourses,fillets,columns, pillars, piers,abutment, posts and struts etc. upto floor five level excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

(b) TMT bars.

FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply) (a) Foundation footings, bases of columns etc. and mass concrete.

(b) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(d) Columns, pillars, posts and struts (square, rectangular or polygon in plan).

(e) Stair case ( excluding landing) slopping or stepped soffits including riser and strings etc.

(f)Edges of slab and breaks in floor not exceeding 1m in depth

BRICKS WORKS

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 Cem: 4 Kanhaighat C/Sand)

2nd class (local first class) brick work in superstructure above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4Kanhaighat coarse sand:)

Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand:) in superstructure (a)above plinth.

WOOD WORKS

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position (b) Local best quality Leihao.

Providing and fixing 38 mm thick panelled and glazed or panelled and glazed shutters for doors, windows, c/windows etc. including bright finished brass hinges with necessary screws - (a) local best qlty Leihao wood.

Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 Kanhaighat coarse sand: : 6 stone aggrt. 20mm nominal guage).

Providing and fixing M.S. sliding door bolts bright finished or black enamelled with nuts & screws etc. complete.(a) 300X16 mm

Providing and fixing M.S. Tower bolts (barrel type)with screws etc. complete (a)250x10mm

Providing and fixing M.S. Handles with screws & nuts complete. (a)125mm

Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all M.S. Flat i/c bolts & nuts or by screws,with priming coat and finished with two or more coats of superior ready mixed paint for steel .(i) Ornamental grill.

STEEL WORKS

Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required.b) Ready made steel windows (side hung/top hung)

Providing & fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x 2mm & braced with flat iron diagonals 20mm x 5mm sizes with top & bottom rails of T iron 40mm x 40mm x 6mm with 38mm dia steel pullets complete with bolts &nuts, locking arrangement,stoppers, handles i/c applying a priming coat of red lead paint.

Providing and fixing stainless steel (grade 304 ) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge

SH : FLOORING

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand), including grouting the joints with white cement and matching pigments etc.,complete. (a) Size of Tile 600x600 mm (Single Charged) (i) Branded.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Single Charged) (i) Branded.

Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6 Kanhaighat coarse sand Local) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) White Marble slab 20 mm thick (i) 60 x 90 cm

10 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 Cement: 3 Kanhaighat coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with extra for nosing in marble stone for treads (a) White

Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). A) 150 mm diameter

Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm X 112.5 mm of 1:2:4 mix (1 cement:2 coarse sand:4 hard stone ballast 20 mm & down gauge).a)150 mm diameter

SH : FINISHING

12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).

15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).

15 mm cement plaster 1:3(1 cement:3 Kanhaighat coarse sand)finished with a floating coat of neat cement.

Applying one coat of cement primer of approved quality on wall surface.

Applying ready mixed priming coat pink primer of appd. quality on wood work.

Providing and applying wall putty/plaster of paris putty of 2 mm thickness over plaster surface to prepared the surface even and smooth complete.

Finishing walls weather shield paint of approved quality on new work ( three or more coats ) to give an even shade.

Painting on wall with ( two coats ) of plastic emulsion paint of approved quality in all shades on new work to give an even shade.

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of appd. quality in all shades on new work to give an even shade.

MISCELLANEOUS

Providing under layer for plinth protection of 75 mm thick (unconsolidated) of stone aggrt. 40 mm nominal size wall rammed & consolidated & grouted with fine sand i/c finishing the top of concrete smooth.

Providing plinth protection 50 mm thick in cement concrete 1: 3 : 6 (1 cement : 3 Kanhaighat sand : 6 graded stone aggrt. of 20 mm nominal size) i/c finishing the top surface of concrete smooth.

2nd class brick masonary 15x15cm open surface drain in c.m. 1: 5(1cem : 5 Kanhaighat sand) i/c earth excavation 10cm bed c.c.1: 5 : 10 1cem : 5 Kanhaighat sand :10gr.st.aggrt.40mm n/size i/c 12mm thick cement plaster 1: 3 (1cem : 3 Kanhaighat sand) with a floating coat of neat cement inside & outside as per standard design.

(B) FIRST FLOOR

SH : R.C.C. WORKS

RCC work in in walls (any thickness), including attached pilasters, buttresses, plinth and string courses,fillets,columns, pillars, piers,abutment, posts and struts etc. upto floor five level excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

(b) TMT bars.

FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)

(b) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(d) Columns, pillars, posts and struts (square, rectangular or polygon in plan).

(e) Stair case ( excluding landing) slopping or stepped soffits including riser and strings etc.

(f)Edges of slab and breaks in floor not exceeding 1m in depth

BRICKS WORKS

2nd class (local first class) brick work in superstructure above 1st floor level to 2nd floor level in cement mortar 1:4(1 Cem:4Kanhaighat coarse sand:)

Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand:) in superstructure (a)above 1st floor level upto 2nd floor level

WOOD WORKS

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position (b) Local best quality Leihao.

Providing and fixing 38 mm thick panelled and glazed or panelled and glazed shutters for doors, windows, c/windows etc. including bright finished brass hinges with necessary screws - (a) local best qlty Leihao wood.

Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 Kanhaighat coarse sand: : 6 stone aggrt. 20mm nominal guage).

Providing and fixing M.S. sliding door bolts bright finished or black enamelled with nuts & screws etc. complete.(a) 300X16 mm

Providing and fixing M.S. Tower bolts (barrel type)with screws etc. complete (a)250x10mm

Providing and fixing M.S. Handles with screws & nuts complete. (a)125mm

Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all M.S. Flat i/c bolts & nuts or by screws,with priming coat and finished with two or more coats of superior ready mixed paint for steel .(i) Ornamental grill.

STEEL WORKS

Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required.b) Ready made steel windows (side hung/top hung)

Providing & fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x 2mm & braced with flat iron diagonals 20mm x 5mm sizes with top & bottom rails of T iron 40mm x 40mm x 6mm with 38mm dia steel pullets complete with bolts &nuts, locking arrangement,stoppers, handles i/c applying a priming coat of red lead paint.

Providing and fixing stainless steel (grade 304 ) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge

SH : FLOORING

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand), including grouting the joints with white cement and matching pigments etc.,complete. (a) Size of Tile 600x600 mm (Single Charged) (i) Branded.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Single Charged) (i) Branded.

Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6 Kanhaighat coarse sand_Local) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) White Marble slab 20 mm thick (i) 60 x 90 cm

10 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 Cement: 3 Kanhaighat coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with extra for nosing in marble stone for treads (a) White

Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). A) 150 mm diameter

Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm X 112.5 mm of 1:2:4 mix (1 cement:2 coarse sand:4 hard stone ballast 20 mm & down gauge).a)150 mm diameter

Providing & fixing on walls face G.I. head for rain water pipe i/c filling the joints spun yarn soaked in neat cement slurry & cement mortar 1:2(1 cement:2 fine sand). a) 150 mm diameter.

SH : FINISHING

12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).

15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).

Applying one coat of cement primer of approved quality on wall surface.

Applying ready mixed priming coat pink primer of appd. quality on wood work.

Providing and applying wall putty/plaster of paris putty of 2 mm thickness over plaster surface to prepared the surface even and smooth complete.

Finishing walls weather shield paint of approved quality on new work ( three or more coats ) to give an even shade.

Painting on wall with ( two coats ) of plastic emulsion paint of approved quality in all shades on new work to give an even shade.

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of appd. quality in all shades on new work to give an even shade.

Supplying and applying Dr. Fixit primeseal (after making dilution with water in the ratio 2:1 ( 2 primesial : 1 water ) on new roof at 1 litre per 9.3 sqm after cleaning the surface using wire brush or approprite tools (surface to be washer off with water)and allow drying of 2 -3hours before applying Dr. Fixit New coat over this coat as per direction of the Engineer - in -charge.

Supplying and applying Dr. Fixit New coat on primeseal roof surface in three different coats at 1 litre per 1.95 sqm . per coat laying fibre mesh with adhesive primer ( consuning 20 litre for 80 sheet of 3 x 10 m fibre mesh ) after 1 st coat of new coat 2nd coat of newcoat should be applied immediately after laying of fibre mesh 3rd coat of Dr. Fixit newcoat should be applied after allowing drying of the 2nd coat for 6 to 8 hrs. Each coat should be applied in perpendicular direction to the underlaying layer. the entire process should be carried out under strict supervision and direction of the Engineer - in -charge.

( C) Water Supply and Sanitary Installation

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift above 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6(1 cem :3 Kanhaighat coarse sand:: 6 graded stone aggrt. 40mm nominal size).

(c) 1: 2 : 4 (1 cem : 2 Coarse sand : 4 graded stone aggrt. 20mm nominal size).

RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

(b) TMT bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)

( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(f)Edges of slab and breaks in floor not exceeding 1m in depth

2nd class (local first class) brick work in foundation and plinth level in cement mortar 1:4(1 Cem:4C/Sand)

Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand:) in superstructure (a)above plinth.

15 mm cement plaster 1:3(1 cement:3 Kanhaighat coarse sand)finished with a floating coat of neat cement.

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap 10 litre low level white PVC. flushing cistern i/c flush pipe ,manually controlled device (handle level) conforming to IS 7231 with all fiiting and fixture complete i/c cutting and making good the wall and floor, wherever required: i) white vetreous china orissa pattern W.C pan of size 580 x 440 mm with integral type foot rests.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

providing and fixing white vitreous china flat back or wall corner type lipped front urinaal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush complete including painting of fitting and brackkets cutting and making good the wall and floors wherever required. one urinal basin with 5 litre white PVC automatic flushing cistern

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing 600 X 20 mm SONA C.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws (Hook type SONA).

Providing and fixing 100 mm H.C.I. Soil waste and vent pipes.

Providing and fixing 50 mm H.C.I. soil Waste and vent pipes.

Providing and fixing 100 mm H.C.I. plain bent of the required degree.

Providing and fixing Lead chaulked to 100 mm H.C.I. pipe.

Providing and fixing 50 mm Terminal guard.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. (Internal work).15mm dia. (a) 15 mm diameter.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. (external work).25mm dia. (a) 25 mm diameter.

Providing and fixing C.P. bib cock of superior quality. (a) 15 mm diameter.

Providing and fixing brass stop cock of superior quality. (a) 15 mm diameter.

P/F Brass full way G.M valve with C.I wheel of superior quality (a) 25mm diameter

providing and fixing grating of approved quality for Nahni trap Stainless steel, 125mm nominal diameter with 25mm waste hole

Providing and fixing WATER STORAGE TANKS (Sintex) with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. (a) 1000 litres net capacity storage tanks

P/F C.I cover with frame for (manhole and chamber) (a) 600x450mm (Heavy duty)

(D) Retaining wall & Storm water drain

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift above 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6(1 cem :3 Kanhaighat coarse sand:: 6 graded stone aggrt. 40mm nominal size).

(c) 1: 2 : 4 (1 cem : 2 Coarse sand : 4 graded stone aggrt. 20mm nominal size).

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 Cem: 4 Kanhaighat C/Sand)

Polygonal rubble masonry/R.R. masonry (uncoursed/brought to courses) squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1: 6 (1 cement:6 Kanhaighat coarse sand:) i/c levelling up with cement concrete 1:6:12 (1 cement:6 Kanhaighat coarse sand::12 stone aggregate 20 mm nominal size) at plinth level.

Reinforcement for R.C.C.work including bending,binding and placing in position complete

(b) TMT bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)

(b) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

15 mm cement plaster 1:3(1 cement:3 Kanhaighat coarse sand)finished with a floating coat of neat cement.

(E) Water Reservior 15000 ltr Capacity

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift above 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6(1 cem :3 Kanhaighat coarse sand:: 6 graded stone aggrt. 40mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)

RCC work in in walls (any thickness), including attached pilasters, buttresses, plinth and string ourses,fillets,columns, pillars, piers,abutment, posts and struts etc. upto floor five level excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

(b) TMT bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply) (a) Foundation footings, bases of columns etc. and mass concrete.

(g) Vertical surface such as walls (any thickness), partition and the like including attached pilasters,buttreese, plinth and the string courses and the like

( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(f)Edges of slab and breaks in floor not exceeding 1m in depth

15 mm cement plaster 1:3(1 cement:3 Kanhaighat coarse sand)finished with a floating coat of neat cement.

P/F C.I cover with frame for (manhole and chamber) (a) 600x450mm (Heavy duty)

M Gunananda Sharma

Andy Pamei