Construction of Haj House at Lilong , Thoubal District,Manipur

Amount

Main Building

Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the

excavated soil and disposal od surplus excavated soil as directed within a lead of 50 m (a) Loose/Soft Soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating

each deposited layer by ramming andwatering, lead upto 50 m and lift upto 1.5 m.

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

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

a).1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Extra for providing and mixing water proofing materials in cement concrete work in the proportion recommended by manufactures

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

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

Providing under layer for plinth protection of 75 mm thick rammed & consolidated & grouted with fine sand including preparation of ground.

Providing and laying in position specified grade of reinforced cement

concreete excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level

(b).1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).

Reinforced Cement Concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth & string

courses, fillets ,Column ,pillars ,abutments ,posts and struts etc.up to floor five level excluding the cost

of centering, shuttering, finishing and reinforcement

(b).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Upto floor five level

Reinforced cement concrete work in suspended floors, roofs, landing,

balconies,shelves,chajjas,lintels,bands,plain windowsill,Staircases and spiral staircase

upto floor five level excluding the cost of centering, shuttering,finishing and reinforcement with

(a) 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete.

.a) Thermo-Mechanically Treated bars.

Providing form works i/c centering and shuttering so as to give a rough finish,

strutting and propping etc. height of propping and centering below supporting floor to ceiling

not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in (Using 12mm shuttering ply)

(a).Foundation, footing, bases of columns etc. and mass concrete.

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

(c ).Flat surface such as soffits of suspended floors,roofs landings and the like others floor etc.upto 200mm in thickness

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

(e ).Staircases with sloping or stepped, soffit i/c risers and stringers excluding landing

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in

(a ).Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).

2nd class (local first class) brick work in foundation and plinth in cement mortar

1:3 (1 cement: 3coarse sand)

IN SUPERSTRUCTURE

Half brick masonry 2nd class (Local first class) in cement mortar 1:3

(1 cement: 3 coarse sand) in superstructure. a).Ground Floor

Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position.a).Local best quality Uningthou wood

P/F 40 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws.a).Local best quality Uningthou wood

Providing 40 x 3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge).

Providing & fixing bright finished brass hand drawn hooks & eyes.a).150 mm.

Providing and fixing Brass sliding bolts bright finished or black enamelled with nuts & screws etc. complete. a).300 x 16 mm

Providing & fixing Brass Tower bolts (barrel type) with screws etc. complete a).250 x 10 mm

Providing & fixing Brass handles with necessary screws etc. complete. a).125 mm

Providing & fixing corrugated transluscent acrylic aluminium sheet roofing 22.24 or 26 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete excluding cost of purlins, rafter & trusses & aluminium sheet etc. complete.

Steel work in built up trusses including cutting , hoisting , fitting in position & applying a coat of aproved steel primer red oxide zinc chrome primer conformig to IS : 2074 1979 welded & bolted including special washer etc. complete., excluding the cost of , purlins rafter & trusses.

a).Electric resistant welded welded tube( Conforming to IS : 1611- 1979 )

75 mm. cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4

stone aggregate 20 mm. & down gauge finished with a floating coat of neat cement.

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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse

sand), including grouting the joints with white cement and matching pigments etc., complete. a).Size of Tile -600 x600mm.(Double Charged)-Branded

Providing and laying Vitrified tiles in different sizes (thickness to be speciied by manufacturer ) ,with water absorption less than 0.08% and conforming to IS :15622 of approved brand & manufacturer ,in all colours and shade in skirting ,riser of steps,over 12 mm thick bed of

cement mortar 1:3 (1 cement: 3 sekmai coarse sand), including grouting the joint with white cement & matching pigments etc.a).Size of Tile -600 x600mm.(Double Charged)-Branded

Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with. 60 x 60 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 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete - white

Extra for nosing in marble stone for treads

Providing and laying rectified(Non-skid) Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by

the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.

12 mm cement plaster 1:3 (1 cement:3 fine sand).

15 mm cement plaster 1:3 (1 cement:3Fine sand).

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

Distempering (two or more coats) with oil bound washable distemper of

approved quality on new work I/c priming coat to give an even shade.

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

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

Providing and applying plaster of paris of 2mm thickness over plastered surface to prepare the surafce even and smooth complete.

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

Painting two coats (excluding priming coat) with chocolate, red, grey of buff paint approved quality on new steel or wood work.

Sub-Head : Compound Wall

EarthWork

Earth work in excavation in foundation trenches or drains i/c dressing of sides & ramming of bottoms lift upto 1.5 m i/c getting out the excavated soil & disposal of surplus excavated soil as directed within a lead of 50m.

Hard/dense soil.

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

Cement concrete

Providing and laying cement concrete in foundation & plinth excluding the cost of centering & shuttering.

1:4:8(1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm 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 :

1:1:2 ( 1cement :1 c/sand :2 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 ( 1cement :1.5 c/sand :3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with

1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars.

FORM WORKS

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

Foundations, footings, bases of columns, etc. for mass concrete

Columns, pillars, posts and struts (Square, rectangular or polygonal in plan).

Sides or soffits of beams,beam haunchings,cantilevers,girders,bressumers and lintels not exceeding 1m in depth.

BrickWorks

Half brick masonry 2nd class (local first class) in cement mortar 1:3(1 cement : 3 coarse sand) in superstructure.

Extra for half brick masonry in superstructure above plinth (floor one level) to floor two level

STEEL WORKS:

Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint

In channel, angles & tees.

Finishing

12 mm cement plaster of mix :1:3 (1 cement: 3 coarse sand)

15 mm cement plaster :1:3 (1 cement: 3 coarse sand)

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

Finishing walls with water-proofing cement paint of approved quality on new work (two or more coats) to given an even shade.

Supplying and fixing galvanised steel barbed wire.weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately).

Sub-Head : Gate

EARTH WORKS

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres

Hard/Dense Soil.

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

CONCRETE WORK :

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

Foundation, footings, bases of columns etc. and mass concrete.

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 :

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

FORM WORK :

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

Foundation, footings, bases of columns etc. and mass concrete.

Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Thermo-Mechanically Treated bars

BRICK WORK :

Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

Providing & fixing 1mm thick M.S. sheet sliding shutters & frames & diagonal braces of 40 X 40 X 6 mm angle iron, 3.15 mm M.S. gusset plates at junction & corners 25 mm dia pulley 40 X 40 X6 mm angle & T iron guard rail at the top & bottom respectively with handles,stoppers & locking arrangement etc. i/c applying a priming coat of red lead paint.

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

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

Applying ready mixed priming coat (Red lead primer of approved quality) on steel work.

Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade.

Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade.

Applying ready mixed priming coat (Red lead primer of approved quality) on steel work.

Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade.

Sh: Land Development

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soild and disposal of surplus excavated soil as directed within a lead of 50 metres

M/s L.B.C. Roy Agency