Tender For Request For Proposal For Annual Maintenance Contract For Miscellaneous Civil/Allied Repair And Maintenance Works At Taratala Industrial Estate Complex
Tender Value
1.34 Crore
Estimated cost
Bid Submission
18 Nov 2026
22 days left
EMD
2.68 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Request For Proposal For Annual Maintenance Contract For Miscellaneous Civil/Allied Repair And Maintenance Works At Taratala Industrial Estate Complex
BOQ
| Sl. No. | Item Description |
| 1 | Description |
| 2 | CEMENT CONCRETE (CAST IN SITU)Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 3 | CEMENT CONCRETE (CAST IN SITU)Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 4 | Centering and shuttering including strutting, propping etc. and removalof form work for Foundations, footings, bases for columns |
| 5 | Centering and shuttering including strutting, propping etc. and removalof form work for Columns, piers, abutments, pillars, posts and struts |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 7 | Excavating trenches by mechinical / manual means of required width forpipes, cables, etc including excavation for sockets, and dressing of sides,ramming of bottoms, for all depth, including getting out the excavatedsoil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed, withina lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 9 | Surface dressing of the ground including removing vegetation and inequalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to50 m and lift up to 1.5 m., All kinds of soil |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. |
| 11 | CAST IN SITUProviding and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 12 | CAST IN SITUProviding and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All level1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 13 | STEEL REINFORCEMENTSteel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete at all level.Thermo-Mechanically Treated bars of grade Fe-500D ormore. |
| 14 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thickcement mortar 1:3 (1 Cement : 3 fine sand). |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundations and plinth inCement mortar 1:3 (1 cement : 3 coarse sand) |
| 20 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 21 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level.Cement mortar 1:3 (1 cement :3 coarse sand) |
| 22 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 23 | Half brick masonry with non modular fly ash bricks of class designation10, conforming to IS :12894, in super structure above plinth upto floor Vlevel.Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 24 | Half brick masonry with non modular fly ash bricks of class designation10, conforming to IS :12894, in super structure above plinth upto floor Vlevel.Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 25 | RANDOM RUBBLE MASONRYRandom rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level withCement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebrablack marble: Area of slab upto 0.50 sqm |
| 27 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebrablack marble: Area of slab over 0.50 sqm |
| 28 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab upto 0.50 sqm |
| 29 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab over 0.50 sqm |
| 30 | Mirror polishing on marble work/Granite work/stone work where everrequired to give high gloss finish complete. |
| 31 | Stone work (machine cut edges in veneer work) for wall lining upto 10 mheight, backing filled with a grout of 12 mm thick cement mortar 1:3 (1Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement: 2 stone dust), including grinding with hand grinder on joints, rubbingand polishing complete.Prepolished kota stone slabs on exposed face. |
| 32 | Providing and fixing 2nd class teak wood plain lining tongued andgrooved, including wooden plugs complete with necessary screws andpriming coat on unexposed surface: 25 mm thick |
| 33 | Providing and fixing in wall lining flat pressed three layer (mediumdensity) particle board or graded wood Pre-laminated one side decorativelamination and other side balancing lamination Grade I, Type II, IS :12823 marked, including priming coat on unexposed arrangement andscrews etc. complete: 12 mm thick |
| 34 | Providing and fixing in wall lining flat pressed three layer (mediumdensity) particle board or graded wood Pre-laminated one side decorativelamination and other side balancing lamination Grade I, Type II, IS :12823 marked, including priming coat on unexposed arrangement andscrews etc. complete: 18 mm thick |
| 35 | Providing and fixing plywood 4 mm thick, one side decorative veneerconforming to IS: 1328 (type-1), for plain lining / cladding with necessaryscrews, including priming coat on unexposed surface with Decorative veneer facings of approved manufacture |
| 36 | Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps anddados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm, includingpointing in white cement mixed with pigment of matching shade complete. |
| 37 | Brick on edge flooring with bricks of class designation 7.5 on a bed of12 mm cement mortar, including filling the joints with same mortar, withcommon burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) |
| 38 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 39 | 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer’sspecifications. This includes cost of cement slurry, but excluding the costof nosing of steps etc. complete. |
| 40 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 41 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size), including finishing complete. |
| 42 | Extra for making chequers of approved pattern on cement concrete floors,steps, landings, pavements etc. |
| 43 | 40 mm thick marble chips flooring, rubbed and polished to granolithicfinish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and toplayer 9 mm thick with white, black, chocolate, grey, yellow or green marblechips of sizes from 4 mm to 7 mm nominal size, laid in cement marblepowder mix 3:1 (3 cement : 1 marble powder) by weight in proportionof 4:7 (4 cement marble powder : 7 marble chips) by volume, includingcement slurry etc. complete : Light shade pigment with white cement |
| 44 | Providing and fixing glass strips in joints of terrazo/ cement concretefloors. |
| 45 | Crazy marble stone flooring, including filling the gaps with light shadepigment with white cement marble powder mixture (3 parts of whitecement : 1 part of marble powder) by weight in proportion of 4:7 (4 cementmarble powder mix : 7 white, black or white and black marble chips ofsizes from 1 mm to 4 mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 12.5 mm nominal size), including rubbing, polishing andcement slurry etc. complete :18 mm thick crazy marble stone white, black or as specified |
| 46 | Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement |
| 47 | Marble stone flooring with 18 mm thick marble stone, as per sample ofmarble approved by Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith grey cement slurry, including rubbing and polishing complete with:Makrana white second quality |
| 48 | Marble stone flooring with 18 mm thick marble stone, as per sample ofmarble approved by Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith grey cement slurry, including rubbing and polishing complete with:Agaria White |
| 49 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 50 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillarslaid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to matchthe shade of the slabs, including rubbing and polishing complete. |
| 51 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick baseof cement mortar 1:5 (1 cement : 5 coarse sand), including pointing withcement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigmentto match the shade of stone: Red sand stone |
| 52 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick baseof cement mortar 1:5 (1 cement : 5 coarse sand), including pointing withcement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigmentto match the shade of stone: White sand stone |
| 53 | 25 mm wooden planking, tongued and grooved in flooring, including fixingwith iron screws complete with : Second class teak wood |
| 54 | Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs ofM.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum threelugs to be provided), including necessary welding and applying a primingcoat of approved primer on exposed surface etc. complete. |
| 55 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) of approved makein all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers of steps and dadosover 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand)and jointing with grey cement slurry @ 3.3kg per sqm including pointing inwhite cement mixed with pigment of matching shade complete. |
| 56 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st qualityconforming to IS : 15622, of approved make, in colours White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm includinggrouting the joints with white cement and matching pigments etc., complete. |
| 57 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily: Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm |
| 58 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size Size of Tile 800 x 800 mm |
| 59 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of Size of Tile 600 x 1200 mm |
| 60 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily: Double charge vitrified tile polished finish of size Glazed Vitrified tiles: Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 61 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily: Double charge vitrified tile polished finish of size Glazed Vitrified tiles: Matt/Antiskid finish of size Size of Tile Size of Tile 800 x 800 mm, |
| 62 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily: Double charge vitrified tile polished finish of size Glazed Vitrified tiles: Matt/Antiskid finish of size Size of Tile Size of Tile 600 x 1200 mm |
| 63 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymermodified quick-set tile adhesive (Water based) conforming to IS: 15477, inaverage 3 mm thickness. |
| 64 | Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joint with white cement & matching pigments etc.complete: Size of Tile 600x600 mm |
| 65 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge: Polished Granite stone slab of colour Black, Cherry/RubyRed or equivalent |
| 66 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge: Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red |
| 67 | Providing and fixing of 40 cm overall width plain G.S. sheet fixed withpolymer coated J or L hooks, bolts and nuts, G.l. limpet and bitumenwasher complete, bent to shape and fixed in wall with cement mortar 1:3(1 cement : 3 coarse sand): 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 68 | Providing reinforced by organic fibres and/or inorganic synthetic fibrescement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to anypitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDMwashers etc. complete (excluding the cost of purlins, rafters and trusses),including cutting sheets to size and shape wherever required. |
| 69 | Providing and fixing ridges and hips in fibre cement reinforced byorganic fibres and/or inorganic synthetic fibres roofing with suitable fixingaccessories or self drilling fastener and EPDM washer etc. complete: Corrugated serrated adjustable ridges |
| 70 | Providing and fixing fibre cement reinforced by organic fibres and/orinorganic synthetic fibres roofing accessories in all colours with polymercoated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers or with self drilling fastener and EPDM washeretc. complete: Corrugated apron pieces |
| 71 | Providing and fixing fibre cement reinforced by organic fibres and/orinorganic synthetic fibres roofing accessories in all colours with polymercoated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers or with self drilling fastener and EPDM washeretc. complete: Eave’s filler pieces |
| 72 | Providing and fixing fibre cement reinforced by organic fibres and/orinorganic synthetic fibres roofing accessories in all colours with polymercoated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers or with self drilling fastener and EPDM washeretc. complete: North light curves |
| 73 | Providing and fixing fibre cement reinforced by organic fibres and/orinorganic synthetic fibres roofing accessories in all colours with polymercoated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers or with self drilling fastener and EPDM washeretc. complete: Ventilator curves |
| 74 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqmimpregnated with a coat of coarse sand at 60 cudm per 10 sqm, includingcleaning the slab surface with brushes and finally with a piece of clothlightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 |
| 75 | Providing and fixing insulating board ceiling of approved quality withnecessary nails etc. complete (frame work to be paid separately):White face insulating board, 12 mm thick |
| 76 | Providing and fixing plain multipurpose cement board(Hight pressuresteam cured) with suitable screws for cement particle board in ceiling etc.complete (frame work to be paid seperatately): 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 |
| 77 | Providing and fixing thermal insulation with Resin Bonded Fibre glasswool conforming to IS: 8183. Density 16 kg/m³, 50 mm thick, wrapped in200G Virgin Polythene bags placed over existing false ceiling and held inposition by criss-crossing GI wire. |
| 78 | Providing fixing thermal insulation of ceiling (under deck insulation) withResin Bonded Fibre glass wool conforming to IS : 8183, density 24kg /m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceilingwith metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x24 gauge wire mesh, for top most ceiling of building. |
| 79 | Providing and fixing 100 mm diameter and 60 cm long rain water spout incement mortar 1:4 (1 cement : 4 fine sand). Stone ware spout |
| 80 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. 110 mm diameter |
| 81 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Coupler. 110 mm diameter |
| 82 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single pushfit Coupler. 110 mm diameter |
| 83 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single tee with door, 110x110x110 mm. |
| 84 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Bend 87.5°, 110 mm bend. |
| 85 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Shoe (plain), 110 mm shoe. |
| 86 | Providing and fixing unplasticised -PVC pipe clips of approved designto unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length, including cuttingbrick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) andmaking good the wall etc. complete. 110 mm |
| 87 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating15 cm diameter and weighing not less than 440 grams. |
| 88 | Providing and fixing false ceiling at all heights including providing andfixing of frame work made of special sections, power pressed from M.S.sheets and galvanized with zinc coating of 120 gms/sqm (both sideinclusive) as per IS : 277 and consisting of angle cleats of size 25 mmwide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centreto centre, one flange fixed to the ceiling with dash fastener 12.5 mm diax 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the anglehangers of 25x10x0.50 mm of required length with nuts & bolts of requiredsize and other end of angle hanger fixed with intermediate G.I. channels45x15x0.9 mm running at the spacing of 1200 mm centre to centre, towhich the ceiling section 0.5 mm thick bottom wedge of 80 mm withtapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centreto centre, shall be fixed in a direction perpendicular to G.I. intermediatechannel with connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm thick27 mm high having flanges of 20 mm and 30 mm long, the perimeter ofceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre,with 25 mm long dry wall screws @ 230 mm interval, including fixing ofgypsum board to ceiling section and perimeter channel with the help ofdry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing andfinishing to a flush finish of tapered and square edges of the board withrecommended jointing compound , jointing tapes , finishing with jointingcompound in 3 layers covering upto 150 mm on both sides of joint and twocoats of primer suitable for board, all as per manufacturer’s specificationand also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed,all complete as per drawings, specification and direction of the Engineerin Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conformingto IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 89 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-Charge) of totalcoated thickness 0.50 mm (base metal of minimum 0.45 mm thicknesswith total coating thickness of 0.05mm) with zinc coating 120 grams persqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18 microns. Sheet shouldhave protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55 mm) with EPDMseal, complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. |
| 90 | Providing and fixing precoated galvanised steel sheet roofing accessoriesof total coated thickness 0.50 mm (base metal of minimum 0.45 mmthickness with total coating thickness of 0.05 mm) with Zinc coating 120gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : |
| 91 | Ridges plain (500 - 600mm) |
| 92 | Flashings/ Aprons.( Upto 600 mm) |
| 93 | North light curves |
| 94 | Barge board (Upto 300 mm) |
| 95 | Crimp curve |
| 96 | Gutter (600 mm over all girth) |
| 97 | Providing and Fixing 15 mm thick densified tegular edged eco friendly lightweight calcium silicate false ceiling tiles of approved texture of size 595 x595 mm in true horizontal level, suspended on inter locking metal grid ofhot dipped galvanised steel sections (galvanising @ 120 grams per sqmincluding both side) consisting of main ‘T’ runner suitably spaced at jointsto get required length and of size 24x38 mm made from 0.33 mm thick(minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spacedbetween main’T’ at 600 mm centre to centre to form a grid of 1200x600mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm madeof 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x600 mm panel to from grid of size 600x600 mm, resting on periphery walls/partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugsat 450 mm centre to centre with 25 mm long dry wall screws @ 230 mminterval and laying 15 mm thick densified edges calicum silicate ceilingtiles of approved texture in the grid, including, cutting/ making openingfor services like diffusers, grills, light fittings, fixtures, smoke detectorsetc., wherever required. Main ‘T’ runners to be suspended from ceilingusing G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods withgalvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200mm centre to centre along main ‘T’. Bottom exposed with 24 mm of allT-sections shall be pre-painted with polyster baked paint, for all heights,as per specifications, drawings and as directed by Engineer-in-Charge.The calcium silicate ceiling tile shall haveNRC value of 0.50 (Minimum), light reflection > 85%, non- combustible asper B.S. 476 part IV, 100% humidity resistance and also having thermalconductivity <0.043 w/mK. |
| 98 | Providing & fixing false ceiling at all height including providing & fixing offramework made of special section, power pressed from M.S. sheets andgalvanised with zinc coating of 120 gms/ sqm (both side inclusive) as perIS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thickwith flanges of 27 mm and 37mm, at 1200 mm c/c, one flange fixed to theceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts,other flange of cleat fixed to the angle hangers of 25 x10 x0.50 mm ofrequired length with nuts & bolts of required size and other end of anglehanger fixed with intermediate G.I chanels 45 x15 x 0.90 mm running atthe spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thickbottom wedge of 80 mm with tapered flanges of 26 mm each having lipsof 10.5mm, at 450 mm c/c, shall be fixed in a direction perpendicularto G.I intermediate channel with connecting clip made out of 2.64 mmdia x 230 mm long G.I wire at every junction, including fixing perimeterchannels 0.50 mm thick 27 mm high having flanges of 20 mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help ofRawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling sectionand perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230 mm c/c, including jointing & finishing to a flush finish of taperedand square edges of the board with recommended jointing compounds,jointing tapes,finishing with jointing compounds in three layers coveringup to 150 mm on both sides of joints and two coats of primer suitable forboards, all as per manufacture’s specification and also including the costof making opening for light fittings, grills, diffusers, cut outs made withframe of perimeter channels suitably fixed, all complete as per drawings,specificaton and direction of the Engineer in charge but excluding the costof painting with:8 mm thick Calcium Silicate Board made with Calcareous& Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. |
| 99 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5sq.meters and under, including cutting the patch in proper shape, rakingout joints and preparing and plastering the surface of the walls complete,including disposal of rubbish to the dumping ground, all complete as perdirection of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 100 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5sq.meters and under, including cutting the patch in proper shape, rakingout joints and preparing and plastering the surface of the walls complete,including disposal of rubbish to the dumping ground, all complete as perdirection of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand) |
| 101 | Fixing chowkhats in existing opening including embedding chowkhatsin floors or walls cutting masonry for holdfasts, embedding hold fasts incement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size),painting two coats of approved wood preservative to sides of chowkhatsand making good the damages to walls and floors as required complete,including disposal of rubbish to the dumping ground, all complete as perdirection of Engineer-in-Charge. Door chowkhats |
| 102 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member ofdoor chowkhat and 2 nos on each vertical member of window chowkhats),including Cost of dash fasteners/ chemical fastener. |
| 103 | Making the opening in brick masonry including dismantling in floor or wallsby cutting masonry and making good the damages to walls, flooring andjambs complete, to match existing surface including disposal of mulba/rubbish to the nearest municipal dumping ground, all complete as perdirection of Engineer-in-Charge: For door/ window/ clerestory window |
| 104 | Renewing glass panes, with putty and nails wherever necessary includingracking out the old putty: |
| 105 | Float glass panes of nominal thickness 4 mm (weight not lessthan 10kg/sqm) |
| 106 | Float glass panes of nominal thickness 5 mm (weight not lessthan 12.5kg/sqm) |
| 107 | Renewal of old putty of glass panes (length) |
| 108 | Refixing old glass panes with putty and nails |
| 109 | Renewing bottom rail and/or top runner of collapsible gate includingmaking good all damages and applying priming coat of zinc chromateyellow primer of approved brand and manufacturer. |
| 110 | Renewing Wrought iron or M.S. Wheel or roller of steel door or gate andfitting and fixing the same with necessary clamps, nuts and bolts/weldingand erection etc. complete.Wheel 50 mm dia and below |
| 111 | Renewing Wrought iron or M.S. Wheel or roller of steel door or gate andfitting and fixing the same with necessary clamps, nuts and bolts/weldingand erection etc. complete.Wheel above 50 mm dia |
| 112 | Pumping out water caused by springs, tidal or river seepage, broken watermains or drains and the like. |
| 113 | Providing and fixing M.S. round or square bars with M.S. flats at requiredspacing in wooden frames of windows and clerestory windows |
| 114 | Providing and fixing bright finished brass flush bolts with necessary brassscrews etc. complete, 250 mm |
| 115 | Providing and fixing bright finished brass flush bolts with necessary brassscrews etc. complete, 150 mm |
| 116 | Providing and fixing bright finished brass flush bolts with necessary brassscrews etc. complete, 100 mm |
| 117 | Providing and fixing 150 mm bright finished floor brass door stopper withrubber cushion, necessary brass screws etc. to suit shutter thicknesscomplete |
| 118 | Providing and fixing double scaffolding system (cup lock type) on theexterior side, up to seven story height made with 40 mm dia M.S. tube1.5 m centre to centre, horizontal & vertical tubes joining with cup & locksystem with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircasesystem in the scaffolding for working platform etc. and maintaining it in aserviceable condition for the required duration as approved and removingit there after. The scaffolding system shall be stiffened with bracings,runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmenetc. complete as per directions and approval of Engineer-in-charge. Theelevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessarydeduction for scaffolding in the existing item to be done. |
| 119 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking outjoints and preparing plastering the wall surface with white cement basedpolymer modified self curing mortar, including disposal of rubbish, allcomplete as per the direction of Engineer-In-Charge. |
| 120 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000litre capacity at all heights with coconut brushes, duster etc., removal of silt,rubbish from the tank and cleaning the tank with fresh water disinfectingwith bleaching powder @ 0.5gm per litre capacity of tank including markingthe date of cleaning on the side of tank body with the help of stencil andpaint and disposing of malba all complete as per direction of Engineerin-Charge. (The old date already written on tank should be removed withpaint remover or black paint and if date is not written with the stencil or olddate is not removed deduction will be made @ Rs. 0.10 per litre) (if duringcleaning any GI fittings or ball cock is damaged that is to be repaired bycontractor at his own cost and nothing extra will be paid on this account) |
| 121 | Cleaning and desilting of gully trap chamber, including removal of rubbishmixed with earth etc. and disposal of same, all as per the direction ofEngineer-in-charge. |
| 122 | Cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and 6000litres water jetting tank capacity including skilled operator, supervisingengineer etc. for cleaning and partial desilting of manholes and dechockingof sewer lines. Dechocking and flushing of sewer line from one manholeto another by high pressure jetting system of 2200 PSI for sewer line from150 mm dia upto 300 mm |
| 123 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independentstaging) including disposal of slit and rubbish, all as per direction ofEngineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned ofsilt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly withwire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particlesshall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as perdirection of Engineer-in-Charge. |
| 124 | Disconnecting damaged overhead/terrace PVC water storage tank ofany size from water supply line and removing from the terrace includingshifting at ground level as per direction of Engineer-in-charge. |
| 125 | Providing & fixing White vitreous china water closet squatting pan (Indiantype) along with “S” or “P” trap including dismantling of old WC seat and“S” or “P” trap at site complete with all operations including all necessarymaterials, labour and disposal of dismantled material including malba, allcomplete as per the direction of Engineer-in charge.Long pattern W.C Pan of size 580x440 mm |
| 126 | Providing & fixing White vitreous china water closet squatting pan (Indiantype) along with “S” or “P” trap including dismantling of old WC seat and“S” or “P” trap at site complete with all operations including all necessarymaterials, labour and disposal of dismantled material including malba, allcomplete as per the direction of Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm |
| 127 | Cutting holes of required size in brick masonry wall for fixing of exhaust fanincluding providing and fixing 300 mm dia PVC pipe conforming BIS-12818and making good the same etc. complete as per direction of Engineer-incharge. |
| 128 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantledpipes (within 50 metres lead) as per direction of Engineer-in-Charge.(a) Internal Work- Exposed on wall |
| 129 | Taking out existing wooden door shutter, repair by cutting, painting etc.and refixing of repaired door shutters to existing door frames, includingreplacement of hinges with screws, etc. as required, all complete as perthe direction of the Engineer-in-charge. |
| 130 | Providing and fixing APP (Atactic Polypropylene Polymer) modifiedprefabricated five layer 2 mm thick water proofing membrane, blackfinished reinforced with glass fibre matt consisting of a coat of bitumenprimer for bitumen membrane @ 0.40 litre/sqm by the same membrancemanufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160cps. Over the primer coat the layer of membrane shall be laid using Butanetorch and sealing all joints etc., and preparing the surface complete. Thevital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 350/300N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150°C. Cold flexibility shall beupto -2°C when tested in accordance with ASTM, D - 5147. The layingof membrane shall be got done through the authorised applicator of themanufacture of membrane. 2 mm (for corrugated roof sheets) |
| 131 | Providing and laying APP (Atactic Polypropylene Polymer) modifiedprefabricated five layer, 3 mm thick water proofing membrane, blackfinished reinforced with glass fibre matt consisting of a coat of bitumenprimer for bitumen membrane @ 0.40 litre/sqm by the same membranemanufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160cps. Over the primer coat the layer of membrane shall be laid using butanetorch and sealing all joints etc., and preparing the surface complete. Thevital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 350/300N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150°C. Cold flexibility shall beupto -2°C when tested in accordance with ASTM, D - 5147. The layingof membrane shall be got done through the authorised applicator of themanufacturer of membrane : 3 mm thick |
| 132 | Demolishing cement concrete manually/ by mechanical means includingdisposal of material within 50 metres lead as per direction of Engineer -in - charge. All grade concrete |
| 133 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. |
| 134 | Extra for cutting reinforcement bars manually/ by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectional areaof R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 135 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. From brick work in cement mortar |
| 136 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar |
| 137 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : Of area 3 sq. metres and below |
| 138 | Dismantling steel work in single sections including dismembering andstacking within 50 metres lead in: Channels, angles, tees, flats etc |
| 139 | Dismantling tile work in floors and roofs laid in cement mortar includingstacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 140 | Dismantling roofing including ridges, hips, valleys and gutters etc., andstacking the material within 50 metres lead of: Asbestos Cement sheet |
| 141 | Dismantling cement asbestos or other hard board ceiling or partition wallsincluding stacking of serviceable materials and disposal of unserviceablematerials within 50 metres lead. |
| 142 | Dismantling G.I. pipes (external work) including excavation and refillingtrenches after taking out the pipes, manually/ by mechanical meansincluding stacking of pipes within 50 metres lead as per direction ofEngineer-in-charge : 15 mm to 40 mm nominal bore |
| 143 | Dismantling G.I. pipes (external work) including excavation and refillingtrenches after taking out the pipes, manually/ by mechanical meansincluding stacking of pipes within 50 metres lead as per direction ofEngineer-in-charge : above 40 mm nominal bore |
| 144 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: all diameter |
| 145 | Taking out C.I. cover with frame from R.C.C. top slab of manholesof various sizes including demolishing of R.C.C. work manually/ bymechanical means and stacking of useful materials near the site anddisposal of unserviceable materials within 50 metres lead as per directionof Engineer-in-charge. |
| 146 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China)including stacking of useful materials near the site and disposal ofunserviceable materials within 50 metres lead. |
| 147 | Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. |
| 148 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) in pavements, laid to required slope andcamber in panels as required including consolidation finishing and tampingcomplete. |
| 149 | Providing and applying 2.5 mm thick road marking strips (retro- reflective)of specified shade/ colour using hot thermoplastic material by fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour, T&P, cleaning the road surface of all dirt, seals, oil, grease andforeign material etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications. |
| 150 | Providing and fixing Glow studs of size 100x20 mm made of heavy dutybody shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (Highimpact polystyrene) or ABS having electronically welded micro- prismaticlens with abrasion resistant coating as approved by Engineer in charge.The glow stud shall support a load of 13635 kg tested in accordancewith ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should beas per the specification and shall be tested as described in ASTM I: 809as recommended in BS: 873 part 4 : 1973. The studs shall be fixed tothe Road surface using the adhesive conforming to IS, as per procedurerecommended by the manufacturer complete and as per direction ofEngineer-in-charge. |
| 151 | Providing and fixing concertina coil fencing with punched tape concertinacoil 600 mm dia 10 metre openable length ( total length 90 m), having 50nos rounds per 6 metre length, upto 3 m height of wall with existing angleiron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retainhorizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre(cost of M.S. angle, C.C. blocks shall be paid separately) |
| 152 | Providing Retro-reflective regulatory sign board of size 900 mm dia metremade out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensitygrade A. The aluminium sheet to be riveted to M.S. frame of angle ironof size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm squarepost made of M.S. angle 50x50x4 mm, 4 m long welded to the frame withadequate anti-theft arrangement .Sheet work to be painted with two ormore coats of synthetic enamel paint over an under coat (primer) and backside of aluminium sheet to be painted with two or more coats of epoxypaint including appropriate priming coat complete in all respects as perdirection of Engineer-in-charge. |
| 153 | Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. |
| 154 | Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement concrete in position to the required line, level andcurvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),including making joints with or without grooves (thickness of joints exceptat sharp curve shall not to more than 5 mm), including making drainageopening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculatevolume for payment). (Precast C.C. kerb stone shall be approved byEngineer-in-charge). |
| 155 | Providing and fixing G.I. chain link fabric fencing of required width in meshsize 25x25 mm made of G.I. wire of dia 3 mm including strengthening with2 mm dia wire or nuts, bolts and washers as required complete as per thedirection of Engineer-in-charge. |
| 156 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceable materialto the dumping ground, for which payment shall be made separately andstacking of serviceable material within 50 metre lead as per direction ofEngineer-in-Charge. |
| 157 | Laying old cement cocrete interlocking paver blocks of any design/ shapelaid in required line, level, curvature, colour and pattern over and including50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 158 | Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8 mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all coloursand shades in for outdoor floors such as footpath, court yard, multi modalslocation etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) in all shapes & patterns including grouting the joints withwhite cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 159 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60 mm thick cement concrete paver block of M-35 grade withapproved colour, design & pattern. |
| 160 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern. |
| 161 | Constructing brick masonry road gully chamber 50x45x60 cm with bricksin cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mmpre-cast R.C.C. horizontal grating with frame complete as per standarddesign : With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 162 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brickhoney comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 163 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 andIS: 1285, fixing with dash fasteners of required dia and size, includingnecessary filling up the gaps at junctions, i.e. at top, bottom and sideswith required EPDM rubber/ neoprene gasket etc. Aluminium sectionsshall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid for separately) : |
| 164 | For fixed portion |
| 165 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 166 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 167 | For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provisionfor fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall bepaid for separately) |
| 168 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 169 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 170 | Providing and fixing 12 mm thick prelaminated particle board flat pressedthree layer or graded wood particle board conforming to IS: 12823 Gradel Type ll, in panelling fixed in aluminum doors, windows shutters andpartition frames with C.P. brass / stainless steel screws etc. complete asper architectural drawings and directions of engineer-in-charge. |
| 171 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 172 | Pre-laminated particle board with decorative lamination on both sides |
| 173 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 174 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)With float glass panes of 5 mm thickness (weight not lessthan 12.50 kg/sqm) |
| 175 | Providing and fixing double action hydraulic floor spring of approved brandand manufacture conforming to IS : 6315, having brand logo embossedon the body / plate with double spring mechanism and door weight upto125 kg, for doors, including cost of cutting floors, embedding in floorsas required and making good the same matching to the existing floorfinishing and cover plates with brass pivot and single piece M.S. sheetouter box with slide plate etc. complete as per the direction of Engineerin-charge.With stainless steel cover plate minimum 1.25 mm thickness |
| 176 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200 mmlength), fixed to roof slabs by means of ceiling cleats made out of G.I. flat40x3 mm size 60 mm long and stainless steel expandable dash fastenerof 12.5 mm dia and 50 mm long, complete as per direction of Engineerin-charge. |
| 177 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stonework by providing weather silicon sealant over backer rod of approvedquality as per architectural drawings and direction of Engineer-in-chargecomplete. Upto 5 mm depth and 5 mm width |
| 178 | Providing and fixing double glazed hermetically sealed glazing inaluminium windows, ventilators and partition etc. with 6 mm thick clearfloat glass both side, having 12 mm air gap, including providing EPDMgasket, perforated aluminium spacers, desiccants, sealant (Both primaryand secondary sealant) etc. as per specifications, drawings and directionof Engineer-in-charge complete. |
| 179 | Providing and fixing stainless steel (SS 304 grade) adjustable frictionwindows stays of approved quality with necessary stainless steel screwsetc. to the side hung windows as per direction of Engineer-in-chargecomplete. |
| 180 | 205 X 19 mm |
| 181 | 255 X 19 mm |
| 182 | 355 X 19 mm |
| 183 | 510 X 19 mm |
| 184 | 710 X 19 mm |
| 185 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with SS screws etc .complete as per directionof Engineer-in-Charge.Anodized (AC 15 ) aluminium tubular handle bar |
| 186 | Providing and fixing Brass 100 mm mortice latch and lock with 6 leverswithout pair of handles (best make of approved quality) for aluminiumdoors including necessary cutting and making good etc. complete. |
| 187 | Providing and fixing anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868. Minimum anodic coating of gradeAC 15) sub frame work for windows and ventilators with extruded built upstandard tubular sections of approved make conforming to IS: 733 and IS:1285, fixed with dash fastener of required dia and size |
| 188 | Providing and fixing aluminium round shape handle of outer dia 100 mmwith SS screws etc. complete as per direction of Engineer-in-charge Anodized (AC 15) aluminium |
| 189 | Providing and fixing 12 mm thick frameless toughened glass door shutterof approved brand and manufacture, including providing and fixing top &bottom pivot & double acting hydraulic floor spring type fixing arrangementand making necessary holes etc. for fixing required door fittings, allcomplete as per direction of Engineer-in-charge (Door handle, lock andstopper etc.to be paid separately). |
| 190 | Filling the gap in between aluminium/ stone/ wood frame and adjacentRCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approvedquality as per architectural drawings and direction of Engineer-in-chargecomplete, complying to ASTM C920, DIN 18540-F & ISO 11600: Upto 10 mm depth and 10 mm width |
| 191 | Providing and laying four courses water proofing treatment with bitumenfelt over roofs consisting of first and third courses of blown bitumen 85/25or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre ofarea for each course, second course of roofing felt type 3 grade-I (hessianbased self finished bitumen felt) and fourth and final course of stone grit6 mm and down size or pea sized gravel spread at 6 cubic decimeterper square metre, including preparation of surface but excluding gradingcomplete with : Bitumen felt (hessian base) type 3 grade I conforming toIS : 1322 |
| 192 | Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 193 | Providing and mixing integral crystalline admixture for water proofingtreatment to RCC structures like basement raft, retaining walls, reservior,sewage & water treatment plant, tunnels / subway and bridge deck etc. atthe time of transporting of concrete into the drum of the ready-mix truck ,using integral crystalline admixture @0.80% (minimum) to the weight ofcement content per cubic meter of concrete) or higher as recommendedby the manufacturer’s specification in reinforced cement concrete at siteof work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%,compared with control concrete as per DIN 1048 and resistant to 16 barhydrostatic pressure. The crystalline admixture shall be capable of selfhealing of cracks up to a width of 0.50 mm. The work shall be carriedout all complete as per specification and the direction of the Engineerin-charge. The product performance shall carry guarantee for 10 yearsagainst any leakage. |
| 194 | Providing and applying fibre reinforced elastomeric liquid water proofingmembrane with resilient acrylic polymers having Sun Reflectivity Index(SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm.One coat of self-priming of elastomeric waterproofing liquid (dilutionwith water in the ratio of 3:1) and two coats of undiluted elastomericwaterproofing liquid (dry film thickness of complete application/systemnot less than 500 microns). The operation shall be carried out afterscrapping and properly cleaning the surface to remove loose particleswith wire brushes, complete in all respect as per the direction of Engineerin-Charge. |
| 195 | Providing and applying integral crystalline slurry of hydrophilic in naturefor waterproofing treatment to the RCC structures like retaining walls ofthe basement, water tanks, roof slabs, podiums, reservior, sewage &water treatment plant, tunnels / subway and bridge deck etc., preparedby mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 partswater) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1part water) for horizontal surfaces and applying the same from negative(internal) side with the help of synthetic fiber brush. The material shallmeet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with controlconcrete as per DIN 1048 and resistant to 16 bar hydrostatic pressureon negative side. The crystalline slurry shall be capable of self-healingof cracks up to a width of 0.50 mm. The work shall be carried out allcomplete as per specification and the direction of the engineer-in-charge.The product performance shall carry guarantee for 10 years against anyleakage. |
| 196 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 197 | For horizontal surface one coat @1.10 kg per sqm. |
| 198 | Providing & Applying polymer modified, flexible cementatious negativeside waterproofing coating with elastic waterproofing polymers on interiorwall plaster surface in three coats @14.35 kg /10 sqm. one coat of selfpriming of cementatious waterproofing polymer(dilution with water in theratio of 1:1) and two coats of cementatious waterproofing polymer (dilutionwith water in the ratio of 3:1 ) after scrapping and properly cleaning thesurface to remove pre-existing paint film & loose particles till plaster isvisible, complete in all respect as per the direction of Engineer-in-Charge. |
| 199 | Designing, fabricating, testing, protection, installing and fixing in positionsemi (grid) unitized system of structural glazing (with open joints) forlinear as well as curvilinear portions of the building for all heights and alllevels, including:(a) Structural analysis & design and preparation of shop drawings for thespecified design loads conforming to IS 875 part III (the system mustpassed the proof test at 1.5 times design wind pressure without anyfailure), including functional design of the aluminum sections for fixingglazing panels of various thicknesses, aluminium cleats, sleeves andsplice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness,pressure equalisation & drainage and protection against fire hazardincluding:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminiumalloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticalityand fixing structural glazing system rigidly to the RCC/ masonry/structuralsteel framework of building structure using stainless steel anchorfasteners/ bolts, nylon seperator to prevent bimetallic contacts with nutsand washers etc. of stainless steel grade 316, of the required capacityand in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealantand one part weather silicone sealant compatible with the structuralsilicone sealant of required bite size in a clean and controlled factory /work shop environment, including double sided spacer tape, settingblocks and backer rod, all of approved grade, brand and manufacture, asper the approved sealant design, within and all around the perimeter forholding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1mm thick and of sizes, shapes and profiles, as required as per the siteconditions, to seal the gap between the building structure and all itsinterfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters thecurtain glazing system to make it watertight, by incorporating principlesof pressure equalization, providing suitable gutter profiles at bottom (ifrequired), making necessary holes of required sizes and of requirednumbers etc. complete. This item includes cost of all inputs of designing,labour for fabricating and installation of aluminium grid, installation ofglazed units, T&P, scaffolding and other incidental charges includingwastages etc., enabling temporary structures and services, cranes orcradles etc. as described above and as specified.The item includes the cost of getting all the structural and functionaldesign including shop drawings checked by a structural designer, dullyapproved by Engineer-in-charge. The item also includes the cost of allmock ups at site, cost of all samples of the individual components fortesting in an approved laboratory, field tests on the assembled workingstructural glazing as specified, cleaning and protection till the handingover of the building for occupation. In the end, the Contractor shall providea water tight structural glazing having all the performance characteristicsetc. all complete as required, as per the Architectural drawings, as peritem description, as specified, as per the approved shop drawings and asdirected by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadowboxes, extruded aluminium section capping for fixing in the grooves ofthe curtain glazing and vermin proof stainless steel wire mesh shall bepaid for separately under relevant items under this sub- head. However,for the purpose of payment, only the actual area of structural glazing(including width of grooves) on the external face shall be measured insqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structuralglazing system if area of structural glazing exceeds 2500 Sqm from thecertified laboratories accreditated by NABL(National Accreditation Boardfor Testing and Calibration Laboratories), Department of Science &Technologies, India. Cost of testing is payable separately.The NIT approving authority will decide the necessity of testing on thebasis of cost of the work, cost of the test and importance of the work.Performance Testing of Structural glazing system Tests to be conducted inthe NABL accredited lab or any other accreditation body which operates inaccordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 170251. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) &(+50pa to +300pa) as per ASTM E-283-04 testing method for a range oftesting limit 1 to 200 mVhr2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static airpressure test (1.5 times design wind pressure without any failure) as perASTME-330-10 testing method for a range upto 50 mm5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testingmethod for Qualitative test, Tests to be conducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa(35psi) upto 2000 ml |
| 200 | Providing, assembling and supplying vision glass panels (IGUs)comprising of hermetically-sealed 6-12- 6 mm insulated glass (doubleglazed) vision panel units of size and shape as required and specified,comprising of an outer heat strengthened float glass 6 mm thick, ofapproved colour and shade with reflective soft coating on surface # 2 ofapproved colour and shade, an inner Heat strengthned clear float glass6 mm thick, spacer tube 12 mm wide, dessicants, including primary sealand secondary seal (structural silicone sealant) etc. all complete for therequired performances, as per the Architectural drawings, as per theapproved shop drawings, as specified and as directed by the Engineerin-Charge. The IGUs shall be assembled in the factory/ workshop of theglass processor.For payment, only the actual area of glass on face # 1 of the glass panels(excluding the areas of the grooves and weather silicone sealant) providedand fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective softcoating on face # 2, + 12 mm Airgap + 6 mm Heat Strengthened clearGlass of approved make having properties as visible Light transmittance(VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflectionexternal 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0to 3.3 W/m2 degree K etc. The properties of performance glass shall bedecided by technical sanctioning authority as per the site requirement |
| 201 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thickheat strengthened monolithic float glass of approved colour and shadewith reflective soft coating on surface # 2 of approved colour and shadeso as to match the colour and shade of the IGUs in the vision panelsetc. ,all complete for the required performances as specified, as per theArchitectural drawings, as per the approved shop drawings, as specified,and as directed by the Engineer- in- Charge.For payment, only the actual area of glass on face # 1 of the glass panels(but excluding the area of grooves and weather silicone sealant) providedand fixed in position, shall be measured in sqm. (Payment for fixing ofSpandrel Glass Panels in the curtain glazing is included in cost of releventItem*).“(i) Coloured tinted float glass 6 mm thick substrate with reflectivesoft coating on face # 2, having properties as visible Light transmittance(VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflectionexternal 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to3.3 W/m2 K etc. . The properties of performance glass shall be decided bytechnical sanctioning authority as per the site requirement. |
| 202 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The SuspendedSystem held with Spider Fittings of SS-316 Grade Steel of approvedmanufacturer with glass panel having 12 mm thick clear toughened glassheld together with SS- 316 Grade Stainless steel Spider & bolt assemblywith laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by meansof SS- 316 Grade stainless steel brackets & Anchor bolts and at thebottom using SS channel of 50x25x2 mm using fastener & anchor bolts,non staining weather sealants of approved make, Teflon/ nylon bushesand separators to prevent bi-metallic contacts, all complete to performas per specification and approved drawings. The complete system to bedesigned to accommodate thermal expansion & seismic movements etc.The joints between glass panels (6 to 8 mm) and gaps at the perimeter& in U channel of the assembly to be filled with non staining weathersealant, so as to make the entire system fully water proof & dust proof.The rate shall include all design, Engineering and shop drawing includingapproval from structural designer, labour, T&P, scaffolding, other incidentalcharges including wastage, enabling temporary services all fitting fixersnut bolts, washer, Buffer plates, fastener, anchors, SS channel laminatedglass etc. all complete. For the purpose of payment, actual elevation areaof Glazing including thickness of joints and the portion of Glass panelinside the SS channel shall be measured. |
| 203 | Chipping of unsound/weak concrete material from slabs, beams, columnsetc. with manual Chisel and/ or by standard power driven percussiontype or of approved make including tapering of all edges, making squareshoulders of cavities including cleaning the exposed concrete surface andreinforcement with wire brushes etc. and disposal of debris for all leadand lifts all complete as per direction of Engineer-In-Charge : 75 mm average thickness |
| 204 | Chipping of unsound/weak concrete material from slabs, beams, columnsetc. with manual Chisel and/ or by standard power driven percussiontype or of approved make including tapering of all edges, making squareshoulders of cavities including cleaning the exposed concrete surface andreinforcement with wire brushes etc. and disposal of debris for all leadand lifts all complete as per direction of Engineer-In-Charge : 50 mm average thickness |
| 205 | Cleaning of reinforcement from rust from the reinforcing bars to give it atotal rust free steel surface by using alkaline chemical rust remover ofapproved make with paint brush and removing loose particles after 24hours of its application with wire brush and thoroughly washing with waterand allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter |
| 206 | Cleaning of reinforcement from rust from the reinforcing bars to give it atotal rust free steel surface by using alkaline chemical rust remover ofapproved make with paint brush and removing loose particles after 24hours of its application with wire brush and thoroughly washing with waterand allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter |
| 207 | Drilling suitable holes in reinforced or plain cement concrete with powerdriven drill machine to a minimum depth of 100 mm upto 200 mm in RCCbeams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resinanchor grout of approved make but excluding the cost of reinforcement,all complete as per direction of Engineer-In-Charge. Upto and including 12 mm dia. |
| 208 | Providing, mixing and applying bonding coat of approved adhesive onchipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modifiedcementitious bond coat @ 2.2 kg cement per sqm of surfacearea mixed with specified proportion of approved polymer |
| 209 | Providing, mixing and applying SBR polymer (of approved make) modifiedCement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand withpolymer minimum 2% by wt. of cement used) as per specifications anddirections of Engineer-in-charge.Note: Measurement and payment: The pre-measurement of thicknessshall be done just after the surface preparation is completed and Paymentunder this item shall be made only after proper wet curing has been doneand surface has been satisfactorily evaluated by sounding / tapping witha blunt metal instrument and/or the 75 mm size cube crushing strength atthe end of 28 days to be not less than 30 N/Sqmm2). |
| 210 | 12 mm average thickness. |
| 211 | 25 mm average thickness in 2 layers. |
| 212 | 50 mm average thickness in 3 layers. |
| 213 | Providing, mixing and applying SBR polymer (of approved make @minimum 2% by wt. of cement used) modified plain/reinforced cementconcrete for structural members having minimum characteristiccompressive strength [with ordinary portland cement, coarse sand andgraded stone aggregate of 10 mm maximum size in proportion as perdesign criteria] with specified average thickness.Note: Rates shall be for finished surface area of concrete and shall includethe cost of labour, concrete and appropriate approved Super-Plasticiserfor rendering concrete as flowable and SBR polymer but shall excludecost of reinforcement, bond coat, Shear Keys, centering and shuttering,strutting, propping etc (Payment under this item shall be made only afterproper wet curing has been done and surface has been satisfactorilyevaluated by sounding/tapping with a blunt metal instrument) |
| 214 | 50 mm thick in Grade M25 with cement content not lessthan 330 kg per cum |
| 215 | 75 mm thick in Grade M25 with cement content not lessthan 330 kg per cum |
| 216 | 100 mm thick in Grade M25 with cement content not lessthan 330 kg per cum |
| 217 | Providing and injecting approved grout in proportion recommended bythe manufacturer into cracks/honey-comb area of concrete/masonry bysuitable gun/pump at required pressure including cutting of nipples aftercuring etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approvedgrout injected.) |
| 218 | Stirrer mixed Acrylic Polymer of approved make @ 2% ofweight of cement used) modified Cement slurry made withnon shrink compound in concrete/RCC work |
| 219 | Stirrer mixed SBR Polymer (of approved make) modifiedCement slurry made with Shrinkage Compensating Cementin concrete/RCC work. |
| 220 | Providing, erecting, maintaining and removing temporary protectivescreens made out of specified fabric with all necessary fixing arrangementto ensure that it remains in position for the work duration as required bythe Engineer-in-charge: Wooven PVC cloth |
| 221 | CEMENT PLASTER (IN FINE SAND), 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 222 | 1:4 (1 cement: 4 fine sand) |
| 223 | 1:6 (1 cement: 6 fine sand) |
| 224 | CEMENT PLASTER IN TWO COATS: 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 225 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floatingcoat of neat cement and thick coat of Lime wash on top of walls when dryfor bearing of R.C.C. slabs and beams. |
| 226 | Neat cement punning. |
| 227 | Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete. |
| 228 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 229 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 0.90litre/10 sqm) |
| 230 | Painting wood work with Deluxe Multi Surface Paint of requiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture |
| 231 | Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture |
| 232 | Applying priming coat: |
| 233 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood |
| 234 | With ready mixed red oxide zinc chromate primer of approvedbrand and manufacture on steel galvanised iron/ steel works |
| 235 | With ready mixed red oxide zinc chromate primer of approvedbrand and manufacture on steel work (second coat) |
| 236 | Painting with silicon & acrylic emulsion based water thinnable sealer ofapproved brand and manufacture on wet or patchy portion of plasteredsurfaces : |
| 237 | One coat |
| 238 | Two coats |
| 239 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade : |
| 240 | Two or more coats on new work |
| 241 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade : |
| 242 | Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture |
| 243 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 244 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. |
| 245 | Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, toachieve even shade and colour. |
| 246 | One coat |
| 247 | Two coat |
| 248 | Colour washing such as green, blue or buff to give an even shade : |
| 249 | New work (two or more coats) with a base coat of whitewashing with lime |
| 250 | New work (two or more coats) with a base coat of whiting |
| 251 | Removing dry or oil bound distemper, water proofing cement paint, acrylic emulsion and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 252 | Melamine polishing on wood work (one or more coat). |
| 253 | Removing white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratches etc.complete |
| 254 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 255 | Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2 mm and braced with flat iron diagonals 20x5 mmsize, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm diasteel pulleys, complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer. |
| 256 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat ofapproved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 257 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipeshaft with brackets, side guides and arrangements for inside and outsidelocking with push and pull operation complete, including the cost ofproviding and fixing necessary 27.5 cm long wire springs manufacturedfrom high tensile steel wire of adequate strength conforming to IS: 4454 -part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 258 | Extra for providing mechanical device chain and crank operation foroperating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 259 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete. Hot finished welded type tubes |
| 260 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including useof chequered plate wherever required, all complete |
| 261 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 262 | Providing and fixing angle iron frames for doors, windows and ventilatorsof mild steel Angle sections of size 35x35x5 mm, joints mitred and weldedby angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-ironframe or to the wall with dash fastener, including fixing of necessary butthinges and screws and applying a priming coat of approved steel primer,all complete as per the direction of Engineer-In-charge. |
| 263 | Supply of Vitreous china 10 litres low level cistern with fittings. |
| 264 | Supply of Vitreous china flat back wash basin 630x450 mm |
| 265 | Supply of Vitreous china flat back wash basin 550x400 mm |
| 266 | Supply of Vitreous china pedestal type water closet |
| 267 | Supply of C.I. bracket for wash basin and sinks |
| 268 | Supply of Mirror of superior make glass 60x45 cm |
| 269 | Supply of Vitreous china pedestal for wash basin |
| 270 | Supply of White plastic seat (solid) with lid C.P. brass hinges and rubber buffers |
| 271 | Supply of Vitreous china squatting plate urinal |
| 272 | Supply of Vitreous china foot rests 250x125x25 mm |
| 273 | Supply of commode hand shower hose polymer pipe of 1.5 m long |
| 274 | Supply of Brass Spindle bib cock of 1\\"/2. Make ESSCO. |
| 275 | Supply of Basin waste coupling. Dia 32 mm. CP. Make ESSCO. |
| 276 | Supply of Kitchen Sink waste coupling. Dia 40 mm. CP. Make ESSCO. |
| 277 | Supply of 24\\" PVC connector pipe. |
| 278 | Supply of 18\\" PVC connector pipe. |
| 279 | Supply of Cistern Washer (Inlet Mechanism - Ball Type) |
| 280 | Supply of Chromium plated angular Stop Cock with wall flange Model No. PRS-077 of Jaquar. |
| 281 | Supply of Chromium plated angular Stop Cock with wall flange Model No. CQT-CHR-23053 of Jaquar. |
| 282 | Supply of Chromium plated pillar Cock with wall flange Model No. PRS-031 of Jaquar. |
| 283 | Supply of uPVC Ball Valve with short handle. Make Watertec or any other brand as approved by WBEIDCL. |
| 284 | Supply of Flexible (coil shaped) PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm i/c PVC waste fittings |
| 285 | Supply of L Bend Assembly Kit (Flush bend) |
| 286 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Single Socketed 3 Meter Length. Dia 110 mm. |
| 287 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Single Socketed 3 Meter Length. Dia 160 mm. |
| 288 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Coupler. Dia 110 mm. |
| 289 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Coupler. Dia 160 mm. |
| 290 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Plain Tee. Dia 110 mm. |
| 291 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Plain Tee. Dia 160 mm. |
| 292 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Tee. Dia 110 mm. |
| 293 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Tee. Dia 160 mm. |
| 294 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Bend 87.5 degree. Dia 110 mm. |
| 295 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Bend 87.5 degree. Dia 160 mm. |
| 296 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Bend. Dia 110 mm. |
| 297 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Bend. Dia 160 mm. |
| 298 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Cross Tee with Door. Dia 110 mm. |
| 299 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Vent Cowl. Dia 110 mm. |
| 300 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Vent Cowl. Dia 160 mm. |
| 301 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Pipe Clip. Dia 110 mm. |
| 302 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Pipe Clip. Dia 160 mm. |
| 303 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Cap. Dia 110 & 160 mm. |
| 304 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Door Gasket. Dia 110 & 160 mm. |
| 305 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Rubber Ring. Dia 110 mm. |
| 306 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Fittings. Rubber Ring. Dia 160 mm. |
| 307 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. Above ground. 110 mm dia. |
| 308 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. Above ground. 160 mm dia. |
| 309 | Dismantling of old S.W. pipes including breaking of joints & bed concrete stacking of useful materials near the site within 50 m lead & disposal of unserviceable materials into municipal dumps. Dia 100 m. |
| 310 | Dismantling of old S.W. pipes including breaking of joints & bed concrete stacking of useful materials near the site within 50 m lead & disposal of unserviceable materials into municipal dumps. Dia 150 m. |
| 311 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall. 15 mm dia nominal bore. |
| 312 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall. 20 mm dia nominal bore. |
| 313 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall. 25 mm dia nominal bore. |
| 314 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 32 mm dia nominal bore. |
| 315 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 40 mm dia nominal bore. |
| 316 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 50 mm dia nominal bore. |
| 317 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 65 mm dia nominal bore. |
| 318 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 80 mm dia nominal bore. |
| 319 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 320 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore |
| 321 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore |
| 322 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore |
| 323 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore |
| 324 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore |
| 325 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore |
| 326 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. |
| 327 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler. 110 mm |
| 328 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single pushfit Coupler. 110 mm |
| 329 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door. 110x110x110 mm |
| 330 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee without door. 110x110x110 mm |
| 331 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°. 110x110x110 mm |
| 332 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain). 110x110x110 mm |
| 333 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 334 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 335 | Supply of Float glass panes of nominal thickness 4 mm (weight not less than 10 kg/sqm) |
| 336 | Supply, cutting to requisite shape, fittig and fixing of Float glass panes of nominal thickness 5 mm (weight not less than 10 kg/sqm) |
| 337 | Supply, fitting, fixing of 12 mm commercial ply |
| 338 | Supply & fitting fixing of Brass cupboard lock 6 levers of approved quality, 50 mm size |
| 339 | Supply of Rectangular shape 500x500 mm precast R.C.C. manhole cover with frame - M.D. - 10 |
| 340 | Supply of Circular shape 500 mm dia precast R.C.C. manhole cover with frame- M.D.-10 |
| 341 | Supply of 125 mm grating with waste hole |
| 342 | Supply, fitting and fixing of Stainless steel telescopic drawer channels 500 mm long |
| 343 | Supply fitting and fixing of SS sliding door bolt of size 200x16 mm |
| 344 | Supply fitting and fixing of SS tower bolt (plate type) size 200x10 mm |
| 345 | Supply fitting and fixing of SS handle 125 mm |
| 346 | Supply of 8 mm thick Calcium silicate perforated tiles of size 595 x595 mm |
| 347 | 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). Kiln seasoned and chemically treated hollock wood. |
| 348 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 349 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering withvertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 350 | Providing and fixing teak wood lipping of size 25x3 mm in pelmet. |
| 351 | Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm |
| 352 | Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100x63x4 mm |
| 353 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm |
| 354 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm |
| 355 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm |
| 356 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screwsetc. complete. Twin rubber stopper |
| 357 | Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 358 | ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. |
| 359 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. |
| 360 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type) |
| 361 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineerin- charge. |
| 362 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge. Extruded section profile size 48x40 mm. |
| 363 | Providing and fixing to existing door frames. 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineerin- charge. (For W.C. and bathroom door shutter). |
| 364 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 365 | Supply & installation of Hydraulic Cylinder. Brand Gpdrej or equivalent |
| 366 | Supply & installation of Castor Wheel. |
| 367 | Supply & installation of Nylon plug for chair |
| 368 | Supply & installation of adjustable armrest for back cover of chair |
| 369 | Supply & installation of back & seat cover for chair |
| 370 | Removal of solid waste (biodegradable or non-biodegradable waste like kitchen waste, food waste, dry leaves, tree branches, yard trimmings, paper, plastic, thermocol, ceiling boards, plywood or any other discarded materials), segregation of the same at source and disposal of the same beyond the compound of the IT Park at designated place suitable to receive such type of waste material in conformity with the Municipal /Corporation/ Local body rules for such disposal. |
| 371 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approveddesign mix concrete having the specified minimum characteristiccompressive strength [with ordinary portland cement, coarse sand andgraded stone aggregate of 10 mm maximum size in proportion as perdesign criteria] including the cost of centering and shuttering at edges andcorners etc. as directed by Engineer- in-ChargeNote: Rates shall include the providing necessary ground wires etc. Thelevelling gauges, if used, shall be paid for separately. Payment underthis item shall be made only after proper wet curing has been done andsurface has been satisfactorily evaluated by sounding/tapping with a bluntmetal instrument. |
| 372 | 25 mm thick in Grade M25 with cement content not lessthan 330 kg per cum |
| 373 | 50 mm thick in Grade M25 with cement content not lessthan 330 kg per cum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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