Devlopment of tourism park and conservation/Preservation of Thangapat

Amount

SH: A - Half wall fencing at the exterior side of Thangapat from RD 0 m to 343 m, Imphal West

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

a) Hard / dense soil

Filling available excavated earth (e/c 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 1.5 m

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

a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

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 upporting 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]

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

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

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

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 (1 cement : 1 coarse 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. 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).

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

Thermo-Mechanically Treated bars

Thermo-Mechanically Treated bars

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:3 (1 cement: 3 c/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 (three or more coats) to given shade.

Steel work in single sections including cutting hoisting, fixing in position and applying a priming coat of red lead paint.

a) In channels, angles &tees

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

SH: B - Half wall fencing at the exterior side of Thangapat from RD 343 m to 713 m, Imphal West.

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

a) Hard / dense soil

Filling available excavated earth (e/c 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 1.5 m

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

a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

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 upporting 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]

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

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

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

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 (1 cement : 1 coarse 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. 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).

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

Thermo-Mechanically Treated bars

Thermo-Mechanically Treated bars

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:3 (1 cement: 3 c/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 (three or more coats) to given shade.

Steel work in single sections including cutting hoisting, fixing in position and applying a priming coat of red lead paint.

a) In channels, angles &tees

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

SH: C - Half wall fencing at the interior side of Thangapat at RD 0 m to 260 m, Imphal West.

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

a) Hard / dense soil

Filling available excavated earth (e/c 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 1.5 m

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

a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

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 upporting 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]

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

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

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

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 (1 cement : 1 coarse 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. 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).

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

Thermo-Mechanically Treated bars

Thermo-Mechanically Treated bars

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:3 (1 cement: 3 c/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 (three or more coats) to given shade.

Steel work in single sections including cutting hoisting, fixing in position and applying a priming coat of red lead paint.

a) In channels, angles &tees

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

SH: D - Vip Gallery at Thangapat, Imphal West.

Sub-Head:- Earth Work

Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift up to 1.5m. including getting out the excavated soil as directed within a lead of 50 m.a) Hard/ Dense soil.

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

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

Sub-Head:- Concrete & RCC Work

Providing and laying cement concrete in foundation and plinth excluding the cost of ,centering and shuttering in1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.)

b) 1:2:4(1cement : 2c/sand: 4 graded stone agro. 20 mm nominal size.)

Providing and laying in position specific grade of reinforced cement concrete,excluding the cost of centerring,shuttering,finishing and reinforcement-All work up to plinth level 1:1.5:3 ( 1 cement :1.5 c/sand: 3 graded stone agro. 20 mm nominal size.)

R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size)

RCC work in beams,suspended floors, roof having slope up to 15 degree landing,balconies, shelves ,chajjas,lintel,bands,plain window sill,staircase and spiral stair cases upto floor five level excluding the cost of centering, shuttering and reinforcement.a) 1:1.5:3 (1 cement: 1.5 course sand: 3 graded stone aggt. 20mm nominal size).

Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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).

Sub-Head:- Reinforcement

Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars.

Sub-Head:- Form-Work

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

a) Foundation footings, bases of column etc. and mass concrete

b) Column pillar posts& struts ( square, rectangular or polygonal in plain)

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

s) Arches upto 6m span.

Sub-Head: Brick Work

2nd class (local 1st class) brick work in foundn and plinth in cement mortar 1:3(1cement :3c/sand)

P/F M.S. grills of reqd pattern to wooden frames etc. with M.S. flats at reqd spacing and framed all round bars with round headed bolts and nuts or by screws ornamental grill

P/L M.S. fan clamps Type-I of 16mm dia bent to shape during laying i/c hooked ends in R.C.C. slab during laying i/c painting the exposed portion of loop all per standard design complete.

White ceramic glazed tiles 7.3 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement.

Extra for laying white glazed tiles in treads in treads of steps not exceeding 30 cm in width.

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

Extra for nosing in marble stone for treads

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

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

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

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

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

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

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

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2079) welded and bolted including special shape washer etc. complete. (a) Electric resistant welded tube (Conforming to IS:1611-1979)

Trapezoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlins & trusses. Pre painted Galvalume Sheet (PPGL) v) Profile sheet 0.80 mm/7.2 kgs/sqm

Trapezoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses. v) Profile sheet 0.80 mm/7.2 kgs/sqm

M/s L.B.C. Roy Agency