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| 1 | Surface Dressing of Ground including removing vegetations and / or inequalities not exceeding 15 cms. Deep and disposal of rubbish upto lead of 500 m and lift upto 1.5 m for all kind of soil. as per specifications and direction of EIC. |
| 2 | Excavation of Earth work in all types of ground substrata consisting of hard rock / fragmented rock / soft rock / ordinary soils / filled up ground / murrum requiring use of rock breaker, drilling, chiseling with mechanical / manual means etc. up to a depth of 1.5 m from the original ground level and dewatering if required for foundation of walls, columns, platforms etc. including backfilling with selected excavated materials in plinth and foundation trenches in layers not exceeding 200 mm thick, watering ramming etc. complete and disposing off the surplus materials to a maximum radially measured lead of 1.0 KM. as per drawings, design , safety and specifications and directions of the Engineer. |
| 3 | Surface Excavation of Earth work not exceeding 30cm in depth but exceeding 1.5 m in width as well as 10 Sqm on plan including disposal of excavated earth up to 1.0 KM and lift up to 1.5 m, disposed soil to be leveled and neatly dressed etc. completed and disposing off the surplus materials to a maximum lead of 1.0 KM. radius as per drawings, specifications and as directed by the Engineer. |
| 4 | Supplying of Good Earth at site excavated and brought from outside (borrow pits / stock piles) free from weeds, roots, rubbles and other foreign material including royalty and carriage and filling in trenches, plinth and sides of foundation and other area etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering and lift upto 1.5m etc. complete (only consolidated fill shall be paid). |
| 5 | Providing and Operation of Hydraulic Excavator/ J.C.B. of 1 cum bucket for clearing of rubbish, garbage, debris, Excavation work etc including cost of services of operating staff, Cost of lubricating oil, Diesal / petrol/kerosene oil, other consumables for running the machine all complete as directed by the Engineer-in-charge. |
| 6 | Supply and operation of 8 to 10 Tonne road roller with driver and two nos unskilled worker for ground levelling and true grade line (Uniform Surface etc) including all consumables i.e. diesel oil for lubricants etc all complete and as per Direction of the Engineer-in-charge {Working times 8 Hrs per day}. |
| 7 | Providing and laying 150 mm thick Stone Soling under floors properly hand packed, filling interstices with spalls, gravels and inert fine material and consolidating to required gradient and camber, spreading, watering etc. complete as per drawings, specifications and direction of Engineer. |
| 8 | Providing and laying 200 mm thick Stone Soling using quarry stone properly hand packed, filling interstices with spells, gravels and inert fine material and consolidating with power road roller to required gradient and camber including spreading, watering and rolling binding material etc. complete as per drawings, specifications and direction of Engineer. |
| 9 | Providing and laying in position Plain Cement Concrete (PCC) of 1:3:6 (1 Cement: 3 coarse Sand : 6 Graded Stone aggregate 20 mm nominal size) -at all level , transporting of concrete to site, laying, consolidation, finishing, curing etc. all complete excluding cost of centering & shuttering, as per direction of Engineer-in-charge. |
| 10 | Providing and laying in position cement concrete of 1:2:4 (1 Cement: 2 coarse Sand : 4 Graded Stone aggregate 20 mm nominal size) - at all level, transporting of concrete to site, laying, consolidation, finishing, curing etc. all complete excluding cost of centering & shuttering, as per direction of Engineer-in-charge. |
| 11 | Providing and laying in position Cement Concrete of 1:1.5:3 (1 Cement: 1.5 coarse Sand : 3 Graded Stone aggregate 20 mm nominal size) - at all level, transporting of concrete to site, laying, consolidation, finishing, curing etc. all complete excluding cost of centering & shuttering, as per direction of Engineer-in-charge. |
| 12 | Providing and laying cement concrete of 1:2:4 ( 1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) machine mixed in approach pavment to garages etc. in suitable size of pannels including consolidation with needle and vibro compactor equipment and finishing with power floater and trowelled to desired finish & finally giving required broom finish with suitable means, sawing the contraction joint with machnical saw at specified spacing, the width of sawed groove shall be 6mm thick and depth shall be 1/4th of thickness of pavment and sawing operation should be carried out as soon as the concrete is ready to accept the saw cut without trowelling. The joint should be field with approved bitumastic sealant including transporting of concrete to site of laying including cost of centering and shuttering, finishing, curing etc. all Complete with all material and labour as per specifications and direction of Engineer-in-charge. (Qty of water used per bag of cement shall not be more than 22.5 ltr. cement admixture shall be added if required for desired workabilty) |
| 13 | Providing and Application of IRONITE NO.3 powder (Metallic Dry shake natural cement colour) @ 6 Kgs/m2 sprinkled over green concrete with 1/3rd of the dry shake to be sprinkled in First pass and floated with Power float, remaining 2/3rd of dry shake to be sprinkled in next pass and the floor laid floated & trowelled to acquire desired finish. |
| 14 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete of all grades for Reinforced cement concrete or other works using 20mm size stone aggregates including transporting of concrete to site for laying but excluding the cost of centering, shuttering and reinforcement, including cost of finishing, compaction, curing, approved chemical admixtures conforming to IS 9103 in recommended proportions for achieving slump not less than 120mm and water/cement ratio not more than 0.42 at all level & for all sections as per drawings, specifications & direction of Engineer-in-charge. Use of concrete retarding agent / accelerator conforming to IS 9103 shall also be done if situation demands so. Rates should be based on using 350 kg of OPC 43 grade cement per Cum of concrete. |
| 15 | Supplying Water Proofing Material Dr. Fixit Pidi proof LW plus / Complast X-421 1C of fosroc / STP no 1 of STP Ltd. as approved in NPCIL store & issuing the same from NPCIL store as per site requirement for mixing in cement plaster work / concrete work in proportion as recommended by the manufacturers etc. complete as per direction of Engineer-in-charge. |
| 16 | Providing and laying Thermo-Mechanically Treated Reinforcement Bars of grade as specified in drawings/specifications and as directed by engineer conforming to IS : 1786 latest revision or the latest relevant code for RCC work including straightening, cutting, bending, placing in position and binding with 20 gauge annealed binding wire and cement mortar cover block of all size in C.M. 1:2 MIX etc. all complete- as per drawings, specifications & direction of engineer in charge. |
| 17 | Transporting of Re-steel from NPCIL Phase-1 store to site and laying Reinforcement bars for R.C.C. work including, cleaning straightening, cutting, bending, placing in position and binding with 20 gauge annealed binding wire and cement mortar cover block of 1:2 MIX etc. all complete- as per drawings, specifications & direction of engineer in charge. |
| 18 | Providing Form Work of battened frame with sheathing having plywood lining / MS angle frame with sheathing of MS plate lining so as to give fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor not exceeding 3.5 meters to ceilings and removal of same for foundation, footings, columns, wall, Suspended floors, stairs, landings, balconies, lintels, beams, plinth beams, girders, cantilevers and access platform etc. complete at all level of floors / roof as per specifications and direction of Engineer in charge. |
| 19 | Providing & laying Random Rubble Masonry with hard stone in foundation and plinth level of building & upto 3.00 Mtr. height from NGL for boundary/compound wall with Cement mortar 1:6 (1 Cement :6 Coarse sand) including cost of labour, materials, curing , raking out the joints , finishing, scaffoldings etc. all complete as per specifications and direction of Engineer in charge. |
| 20 | Providing and laying Fly-ash Brick Masonry class designation- 75 ( IS-12894 -latest revision) in cement mortar 1:6 ( 1 cement : 6 coarse sand) upto plinth level including cost of labour, materials, curing, finishing, scaffoldings etc. all complete as per drawings, specifications and direction of Engineer in charge. |
| 21 | Providing and laying Fly-ash Brick Masonry using Fly-ash building bricks of class designation- 75 ( IS-12894 -latest revision ) in cement mortar 1:6 ( 1 cement : 6 coarse sand) in superstructure above plinth level up to floor five level as per specifications and direction of Engineer including cost of labour, materials, curing, finishing, scaffoldings etc. all complete as per drawings, specifications and direction of Engineer in charge. |
| 22 | Providing and laying Half Brick Masonry using fly ash bricks of class designation-75 ( IS-12894 -latest revision ) in cement mortar 1:4 ( 1 cement : 4 coarse sand) with RCC 1:2:4 ( 1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) stiffeners 75 mm thick horizontally @ 1000mm c/c excluding cost of laying reinforcement but including cost of RCC stiffeners in superstructure above plinth level upto floor five level including cost of labour, materials, curing, finishing, scaffoldings, shuttering etc. all complete as per specifications and direction of Engineer in charge. Note - Reinforcement bars to be paid in relevant item. |
| 23 | Providing and laying 6mm thick Cement Plaster (1 cement : 3 sand) in single coat on RCC ceiling face & parapet coping etc. for interior plastering at all levels including necessary grooves at the junction of RCC and brickwork arises, internal rounded angle, chamfers and / or rounded angles not exceeding 80 mm in girth including scafolding, finishing, curing etc all complete as per specifications and direction of engineer. |
| 24 | Providing and laying 15mm thick Cement Plaster 1:4 (1 cement : 4 fine sand) in single coat on either side of single or half brick wall for interior plastering at all levels using galvanized M.S. wire of I.S. gauge designation 26 s.w.g. chicken mesh over junctions of brick work, beams and column as required including necessary grooves at the junction of RCC and brick work, arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth including scafolding, finishing, curing etc all complete as per specifications and direction of engineer. |
| 25 | Providing and laying 18 mm thick Cement Plaster in two coats under layer 12 mm thick cement plaster 1:4(1 cement : 4 fine sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 fine sand) on either side of single or half brick masonry walls for exterior plastering at all height and using galvanized M.S. wire of I.S. gauge designation 26 S.W.G. chicken mesh over junctions of brick work, beams and column as required including necessary grooves at the junction of RCC and brick work, arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth including scafolding, finishing, curing etc all complete as per specifications and direction of engineer. |
| 26 | Providing and laying 20 mm thick Cement Plaster of mix :- 1:4 (1 cement : 4 fine sand ) including finishing, curing, scaffoldings etc. complete at all height as per direction of Engineer-in-charge. |
| 27 | Neat Cement Punning including finishing, curing, etc. including cost of material and labour complete as per direction of Engineer-in-charge. |
| 28 | Providing and laying 50 mm thick CC 1:2:4 for COPING using 12mm down aggregates, finishing the exposed surfaces with cement mortar 1 : 4 including fixing of broken glass pieces on top of coping wherever required, finishing, formwork, curing, scaffoldings etc. complete as per direction of Engineer-in-charge. |
| 29 | Pointing on Stone Work with cement mortar 1:3 (1 cement :3 fine sand): Raised and cut pointing including finishing, curing, scaffoldings etc. complete at all height as per direction of Engineer-in-charge. |
| 30 | Providing & laying garage and Stilt Flooring Cement Concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate of approved size) in 50mm average thickness laid in suitable panels including Supply & Fixing of 40 mm x 4 mm glass strip in specified grid pattern in line and level including cost of shuttering, compaction, finishing and curing etc. all complete as per drawings, specifications and direction of engineer in charge. |
| 31 | Providing and laying Kerb Stone of M-25 grade at or near ground level required size factory made cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per specification & direction of Engineer-in-charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 32 | Providing and laying Precast Cement Concrete Interlocking Pavers Block M-35 grade and 60mm thick factory made conforming to IS 15658 : 2006 made by block making machine with strong vibratory compaction and of approved shape pattern laid in required slope over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the specification & direction of Engineer – in – charge. |
| 33 | Providing and laying Coloured Precast Cement Concrete Interlocking Pavers Block M-35 grade and 80mm thick factory made confirming to IS 15658 : 2006 made by block making machine with strong vibratory compaction and of approved colour, size and shape pattern laid in required slope over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the specification & direction of Engineer – in – charge. |
| 34 | Providing and fixing 10mm thick ENDURA TILES of approved brand, size and shade laid over a base of 20 mm av. thick cement mortar 1:4 (1 cement : 4 coarse sand) including ordinary Portland and polymer based cement slurry including grouting the joints with BAL ENDURA grouts (the joints between the tiles shall be 3mm to 5mm wide and 6mm to 8mm deep as per regular tiling procedure) and curing etc. all complete as per specifications and direction of engineer in charge. |
| 35 | Chequerred Precast Cement Concrete Tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement including finishing & curing work at all level etc. complete as per direction of engineer in charge. |
| 36 | Providing and fixing up to floor five level RCC Precast Structural Elements / Members of size and thicknes as required and as specify by EIC in lintel beam, slab, trench / drain covers etc. in cement concrete 1:1.5:3 mix (1 cement :1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) with maximum water content of 22.5 ltr. per bag of cement and additional slump generated by adding suitable quality cement admixture including fixing M.S. angle frame of required size all around the precast member to protect the edges wherever required, including hoisting and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), Cost of required centering, shuttering including finishing smooth exposed surfaces, curing etc. all complete. at all level as per specification and direction of Engineer-in-charge. Note : Providing fabrication and fixing reinforcement and M.S. angle frame shall be paid in relavant item |
| 37 | Providing & fixing Precast Cement Concrete Jali 1:2:4 (1 Cement :2 Coarse sand:4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, compaction, roughening cleaning and finishing in cement mortar 1:3 (1 Cement :3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick including transporting to site as per specification & direction of Engineer-in-charge |
| 38 | Providing & fixing 18mm to 22mm thick both face polished Kota Stone Shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including cutting chases in masonry/plaster, finishing, making good the same, full moulding of exposed edges at all level complete as per specification and as directed by engineer in charge. |
| 39 | Providing and fixing polished Kota Stone Slab Flooring 18 to 22 mm thick in flooring, tread of steps, landing, laid over 20 mm (average) thick base of cement mortar 1:4 (1 Cement: 4 sand): and jointed with white cement slurry mixed with pigment to match the shade of the slab, including edge molding and cutting three nos. grooves neatly in longitudinal direction of steps for antiskid purpose, rubbing and polishing complete, including cutting of slot (without edge splitting) using mechanical means for receiving the handrail supports including finishing & curing work at all level etc. complete (size of kota stone shall cover full length & width of stair case treads as shown in drawings) as per specification & direction of Engineer-in-charge. |
| 40 | Providing and fixing polished Kota Stone Slab Flooring 18 to 22 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 Cement 3: sand) and jointed with white cement slurry mixed with pigment to match the shade of the slab, rubbing and polishing complete, including finishing & curing work at all level etc. complete as per specification & direction of Engineer-in-charge. (size of kota stone shall cover full length & width of stair case risers as shown in drawings) |
| 41 | Providing and fixing Premium Quality Mat Finished Ceramic Floor Tiles of size 300x300mm and 6mm thickness conforming to IS: 15622 (latest revision) of H&R JOHNSON (pure mat finish Rustic /Lenox series) / KAJARIA (Digital floor -stain mat plain & printed mat finish) / NITCO (Crust digital floor tiles premium) as approved in required shade, laid on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 sand) including grouting the joints using special tiles grout FEVIMAT - TG of Pidilite or similar approved make complete including covering of floor tiles with 3mm th. PVC tile protection sheet over it to protect the tile from painting stains and scratches during various finishing activities including finishing and curing work at all level etc. all complete as per specification & direction of Engineer in charge. |
| 42 | Providing and fixing Premium Quality Special Printed Ceramic Glazed Wall Tiles of size 450mmx300mm and 6mm thickness of approved shade in base and highlighter conforming to IS: 15622 (latest revision) of H&R JOHNSON wall tiles (DIGITAL PRINTED SERIES) / KAJARIA (Digital & power line) / NITCO (Cosmos digital wall tiles) as approved in skirting and dado over 12mm thick bed of cement mortar 1:3(1 cement :3 sand) including grouting the joints using special tiles grout FEVIMAT - TG of Pidilite or similar approved make complete including protecting the tiles from painting stains and scratches during various finishing activities including finishing and curing work at all level etc. all complete as per specification & direction of Engineer in charge. |
| 43 | Polishing on masoanry or concrete floor with wax polish of approved brand and manufacture after cleaning / scrubbing of surfaces with wire bushes, soft brushes & sand papers including the cost of materials, labour, cleaning of area after polishing etc., complete as per direction of Engineer-In-charge. |
| 44 | Providing and laying Premium Quality Polished Vitrified Tiles of required size (600mm x 600mm / 600mm x 1200mm as required) of approved shade and conforming to IS: 15622 (latest revision) of H&R JOHNSON (pure mat /polish finish GVT series) / KAJARIA (Desert series - mat/polish finish)/ NITCO (Architect series - mat/polish finish) as approved, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 sand) in floors and skirting including grouting the joints using special tile grout FEVIMATE-TG of Pidilite or similar approved make complete: including covering of tiles with 3mm th. PVC tile protection sheet over it for protection of tiles from paint stains, scratch during various finishing activities including finishing and curing at all levels etc. all complete as per specification and direction of Engineer-in-charge. |
| 45 | Providing and laying Terrazzo Tiles 22mm thick with graded marble chips of size up to 6mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1Cemnt:4 Coarse sand): Light shade using white cement including finishing & curing work at all level etc. complete as per direction of Engineer-in-charge. |
| 46 | Providing and fixing Polyviny Chloride Sheet 3 MM thickness / P.V.C. Tile (of other woven fabric flooring / using rubber base adhesives including rolling with light wooden roller complete (3.0 mm thick sheet) as per specification & direction of EIC. |
| 47 | Providing and fixing 14 to 16 mm thick Marble Stone gang saw cut, mirror polished, premoulded and prepolished, machine cut on wall tops, sides, facias and similar locations of required size (all size), approved shade, colour and texture over 12 mm thick (average) base cement mortar 1:3 (1 cement : 3 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges wherever required to give high gloss finish etc. complete at all levels. (Base rate of marble stone shall not be less than 600/- per Sqm) |
| 48 | Providing and fixing in full width & length 15mm to 18mm thick Granite Black or any other approved shade / colour / texture gang saw cut mirror polished, premoulded, machine cut for kitchen platforms, fascias and similar locations laid over 20 mm thick base cement mortar 1:4 (1 Cement :4 sand ) with joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, edge moulding and polishing to edge to give high gloss finish etc. complete at all levels: Area of slab over 0.50 Sqm. including finishing & curing work at all level etc. complete as per drawing, specifications and direction of Engineer-in-charge. (Base rate of granite shall not be less than Rs. 1800 / Sqm) Note:- Sample of granite shall be approved by EIC before bulk purchase. |
| 49 | Providing and fixing 15 to 18mm thick Granite Black or any other approved shade / colour / texture gang saw cut mirror polished, premoulded, machine cut for wash basin counter including cutting opening for wash basin making half round edge moulding in granite stone for counter etc. all complete of required size laid over 20 mm thick base cement mortar 1:4 (1 Cement :4 sand ) with joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels: as per drawing, specifications and direction of Engineer-in-charge. (Base rate of granite shall not be less than Rs. 1800 / Sqm) Note:- Sample of granite shall be approved by EIC before bulk purchase. |
| 50 | Providing and fixing factory made 30 mm thick Flush door shutter single / double leaf conforming to IS ; 2202(part-1) of make KITPLY / GREENLAM / CENTURY as approved by EIC, with Block board core & frame of well seasioned hard wood, cross band made from BWP grade veneers and commercial BWP grade face veneers on both sides of shutter including providing and fixing 2nd class teak wood leaping of suitable size and shape all around the edges including approved brand stainless steel fixtures like Tower bolt (size-250mmx12mm), Tadi latch (300mmx14mm), Aldrop (300mmX16mm), Handles plate type - 100mm size (size shall be confirming to IS:208) - 02 nos, Magnetic Cather etc. painting two coats of synthetic enamel paint over a coat of primer of approved brand etc. complete as per drawings, specifications and direction of Engineer. Note - actual area of shutter will be paid. |
| 51 | Providing and fixing factory made 35 mm thick both side laminated flush door shutters single leaf conforming to IS ; 2202(part-1) of make KITPLY/ GREENLAM / CENTURY as approved by EIC with Block board core & frame of well seasoned hard wood, cross band made from BWP grade veneers and commercial BWP grade face veneers on both sides of shutter including providing and fixing 2nd class teak wood leaping of suitable size and shape all around the edges including supply and fixing of approved brand stainless steel fixtures like Tower bolt (size-250mm long rod size 12mm), Tadi latch (300mm long rod size 14mm), Aldrop (300X16mm), Handles plate type - 100mm size (size shall be confirming to IS:208) - 02 nos, Magnetic Cather etc. with approved quality judas eye, safety chain etc. complete as per drawings, specifications and direction of Engineer. (Door skin shall be 1.0 mm thick on front face and 0.8mm thick on back face with the provision of edge bending of decorative high pressure laminated sheet of plain/wood grain in gloss/ matt/ suede finish with high density protective surface layer of make KITPLY / GREENLAM / CENTURY as approved by EIC). Note - actual area of shutter will be paid. |
| 52 | Providing and fixing 30mm thick factory made pre-laminated PVC Door Shutter of approved make and design consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make. M.S. frame covered with 5 mm thick heat molded PVC 'C' channel of size 30 mm thickness, 95 mm width out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 140 mm wide PVC sheet out of which 100 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. including all SS fitting and fixtures such as 1 nos Tadi latch 200mm longx12mm rod size, 2 nos. tower bolt 250mm x 12mm, 2 nos. plat type handles - 100mm size (size shall be confirming to IS:208) of approved brand complete as per drawing, specification & direction of Engineer-in-charge. |
| 53 | Supplying and fixing Rolling Shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire spring grade No. 2 and M.S. top cover of required thickness for rolling shutters.80mmx0.90mm M.S. laths with 0.90mm thick top cover all complete as per drawings , specifications & direction of engineer in charge. |
| 54 | Providing and fixing in position Collapsible Steel Shutter with Vertical M.S. channels 20X10X2 mm and bracket with flat iron diagonals 20X5 mm size with top and bottam rails of T-iron 40X40X6 mm with 40mm dia steel pulleys / ball bearing with bolt,nuts , locking arrangments inside and outside stoppers, handles etc. and applying a priming coat of approved steel primer all as per standard design ,all complete as per drawings, specifications & direction of engineer in charge. |
| 55 | Providing and fixing double leaf cupboard shutters with frame fabricated from 18-19mm thick BWP grade block board conforming to IS:1659, Kit board gold / Greenlam / Century make with laminate of approved make (Kit ply / Greenlam / Century) and shade on both faces (1 mm thk. laminate on front face and 0.8 mm thk. on back face with the provision of edge bending) including IInd class teak wood lipping of 19mm wide x 6 mm thick with necessary S.S screws and bright finished heavy duty stainless steel fixtures of approved brand (two nos handles plate type - 100mm size (size shall be confirming to IS:208), two nos. magnets, two nos. tower bolt of 100mmx10mm rod size, one nos. hasps and steples etc.), Stainless Steel Butt hinges / S.S. piano hinges etc. as approved all complete as per drawings, specifications and directions of Engineer-in-charge with Note - actual area of shutter with frame will be paid. |
| 56 | Providing and fixing 30mm thick IInd class M.P. teakwood G.I. wiremesh shutters using wire mesh of average aperture 1.4mm with wire of dia 24 gauge for door / window / vantilators including two coats of approved synthetic enamel paint over a coat of approved wood primer and also including ISI marked bright finished heavy duty M.S butt hinges with necessary screws and fixtures like havey duty Aluminium Tower bolts (size-200mm long), Handles (125mm long) etc: All as per specifications and direction of Engineer-in-charge. Fabrication details of styles, rails, teakwood, beading shall be as per standard I.S. specifications.Note - actual area of shutter will be paid. |
| 57 | Providing and fixing 30mm thick second class M.P. teak wood glazed shutters for windows / vantilators using 4 mm thick FLOAT glass panes including two coats of approved synthetic enamel paint over a coat of approved wood primer and also including bright finished ISI marked heavy duty M.S butt hinges with necessary screws and fixtures like heavy duty Aluminium Tower bolt (size-200mm long), Handles (125mm long) etc: as per specification and directions of Engnieer-in-charge fabricating details of styles, rails, teakwood, beading shall be as per standard I.S. specification Note - actual area of shutter will be paid. |
| 58 | Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs etc. complete 2nd class teak wood: 50x50mm(base and height) as per drawings, specifications and directions of Engineer-in-charge. |
| 59 | Providing & Fixing of 2nd class teak wood lipping/moulded beading or taj beading of size 18x5 mm fixed with wooden adhesive of approved quality and screws/ nalils on the edges of the pre-laminated particle board etc. complete as per drawings, specifications and directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
| 60 | Providing & Fixing of 2nd class teak wood lipping/moulded beading or taj beading of size 18x5 mm fixed with wooden adhesive of approved quality and screws/ nalils on the edges of the pre-laminated particle board etc. complete as per drawings, specifications and directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
