Establishment of Major Khathing Museum at Mantripukhri, Imphal

Amount

SH-1 :- Construction of Museum

SH : EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

(b) Lift above 1.5 m upto 3.0 m

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

Supplying and filling in plinth with sandy soil under floors i/c watering, ramming consolidating and dressing complete

SH : CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 kanhaighat coarse sand : 10 graded stone aggregate 40 mm 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)

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 : (a)1:1.kanhaighat 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 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 kanhaighat coarse sand : 3 graded stone aggregate 20 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

(b) Thermo- Mechanically Treated bars.

FORM WORKS

Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete

(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick

( c ) Suspended floors, roofs, landings, balconies and access platform with water, proof ply 12mm thick

(d) Columns, Pillars, Piers, Abutments, Posts and Struts

(e) Edges of slabs and breaks in floors and walls Under 20 cm wide

BRICKS WORKS

Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 kanhaighat coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1cement :4 kanhaighat coarse sand)

WOODS WORKS

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). (a)Local best quality teak wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows i/c ISI marked MS butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately,, all complete as per direction of Engineer-in-charge. (a) Local best quality teak wood, 35 mm thick shutter

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows( Area of opening for panel insers excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40 mm thick), (a) Local best quality teak wood

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes i/c ISI marked MS pressed butt hinges bright finished of required sizes with necy screws (a) Local best quality teak wood 35mm thick

Providing 40x5mm 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 coarse sand: : 6 stone aggrt. 20mm nominal guage).

Providing & fixing M.S. grills of required pattern in frames of window etc with M.S. flats, square or round bars etc i/c priming coat with approved steel primer all complete.(a) Fixed to openings/ wooden frames with rawl plugs screws etc.

Providing and fixing ISI marked oxidised M.S. sliding door bolts with screws etc. complete.(a) 300X16 mm

Providing and fixing ISI marked oxidised M.S. Tower bolts black finish,(barrel type) with necy screws etc. complete (a)250x10mm

Providing and fixing ISI marked oxidised M.S. Handles conforming to IS : 4992 with screws complete. (a)125mm

Providing and fixing oxidised M.S. haps and staple ( safety type) conforming to IS : necy screws complete.(a) 150 mm

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, ( for payment purpose only weight of stainless steel members shall be considered e/c fixing accessories such as nuts, bolts, fasteners etc )

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 coarse sand), including grouting the joints with white cement and matching pigments etc.,complete. (a) Size of Tile 600x600 mm

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 kanhaighat coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

SH : FINISHING

12mm cement plaster of mix 1:4 (1 cement : 4 kanhaighat coarse sand).

15mm cement plaster on rough side of single or half brick wall of mix1:4 (1 cement : 4 kanhaighat coarse sand).

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.(a)water thinnable cement primer

Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade:- new work (two or more coat applied @ 1.67 ltr/10sqm over and i/c base coat of water proofing cement paint applied @2.20 kg/10sqm.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.(a) two or more coats on new work.

Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using primer as permanufacturers specifications (a) Painting wood work with Deluxe Multi Surface paint of required shade.Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.75 ltr/10sqm of approved brand or manufacture.

(b) Painting steel work with Deluxe Multi Surface paint to give an even shade.Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.80 ltr/10sqm of approved brand or manufacture.

STEEL WORKS

Providing & fixing M.S. round holding down with nuts & washer plates completes.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 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 minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. 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 with (a)precoated galvanised iron profile sheets 0.50 mm thick.

Providing and fixing precoated galvanised steel sheet roofing accessories, 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 using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I seam bolts and nuts, G.I plain and bitumen washers complete : Ridges plain (500 - 600mm) (a) precoated galvanised iron profile sheets 0.50 mm thick.

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.(a) Electric resistance or induction butt welded tubes

P/F 1mm thick M.S.Sheet eaves board with ISA 25x25x4mm and flat 25x4mm with primer and painting complete as per direction of Engineer-in- Charge.

Designing , fabricating , testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc, including a) Structural analysis & designing and preparation of shop drawing for pressure equation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the stuctural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel materials consisting of 3mm thick FR grade mineral core sandwhiched between two Aluminium sheet (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coild coated, with Kynar 500 based PVDF/Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (service) coating on face # 2 as specified using strainless steel screws, nuts, bolts, washers, cleats, weather silocone sealant, backer rods etc.

c) The fastening brackets of Aluminium alloy 6005 TS/MS with hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all materials & labour componenet, the cost of all mock ups at site, cost of all samples of the individualk components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frane work for ACP cladding is payable under the relevant aluminium items. The contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-charge. However, for the purpose of payment, only the actrual area on the external face of curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special section, power pressed from MS sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25 mm wide X 1.6 mm thick with flages of 27mm and 37 mm,at1200mm centre to centre,one flanges fixed to the ceiling with dash fastener 12.5mm dia 50mm long with 6mm dia bolts, other flanges of cleat fixed to the angle hangers of 25x25x0.55 mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.I channels 45x 15x0.9 mm running at the spacing of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to GI intermadiate channel with connecting clips made out of 2.64mm dia x 230mm long GI wire at every junction, i/c fixing perimetre channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre,

with25mm long drive-all screws@230mm interval i/c fixing of gypsum board to ceiling section and perimetre channel with the help of dry wall screws of size 3.5x25mm at 230mm etc.,i/c jointing and finishing to a flash finish of tapered and squre edges of the board with recommended jointing compound, jointing tapes,finishing with jpinting compound in 3 layers covering upto 150mm on both sides of joints and two coats of primer suitable for board, allas per manufacture specification and also i/c the cost of making opening for light fittings,grills,diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawings and specification and direction of the Engineer in charge but e/c the cost of painting with (i) Fully Perforated Gypsum Plaster Board of size 1200X2400X12.5 mm having approx. 15% perforated area with perforation size and pattern as approved by the Engineer-in charge and as per manufacture specification, with all 4 sides tapered and backed by acoustical tissue with NRC value not less than0.60..

Providing and fixing aluminium works for doors windows, ventilators and partions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fiixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up gaps at junctions, at top,bottom and side with required EPDM rubber/Neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleatangle, Aluminium snap beading for glazing /panelling, C.P. brass/ Stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately):For fixed portion

(i) Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, windows and ventilator shutters and partition etc. complete with EPDM rubber/neoprene gasket etc, complete as per the architectureal drawing and the direction of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item) (i) With float glass panes of 4.0 mm thickness.

SH- 2 :- Construction of RCC Retaining wall and Brick storm water drain

SH : EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

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

SH : CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size)

(b) 1:2:4 (1 cem :2 kanhaighat Coarse sand:4 graded stone aggrt.20mm n/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)

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

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

(b) Thermo- Mechanically Treated bars.

FORM WORKS

Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete

(b) Walls (any thickness),including attached pilasters buttresses, plinth and the string courses etc

BRICKS WORKS

Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 kanhaighat coarse sand)

SH : FINISHING

15 mm cement plaster 1:3(1 cement:3 kanhaighat coarse sand)finished with a floating coat of neat cement on the roughside of single or half brick wall

SH- 3 :- Construction of Steps and Pavement

SH : EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

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

SH : CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size)

(b) 1:2:4 (1 cem :2 kanhaighat Coarse sand:4 graded stone aggrt.20mm n/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)

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

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

(b) Thermo- Mechanically Treated bars.

FORM WORKS

Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete

(d) Columns, Pillars, Piers, Abutments, Posts and Struts

BRICKS WORKS

Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 kanhaighat coarse sand)

STEEL WORKS

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, ( for payment purpose only weight of stainless steel members shall be considered e/c fixing accessories such as nuts, bolts, fasteners etc )

SH : FLOORING

Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completed with base of cement mortar 1:4( 1 cement : 4 kanhaighat coarse sand (a) 25 mm thick

SH- 4 :- Providing and Installation of Major Khathing Bust

Irom Khogen Singh

Laishram Lalitkumar Singh