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| 1 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws as specifiedcomplete all as specified & directed by Engineer-in-charge. |
| 2 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws , complete all as specified & directed by Engineer-in-charge. |
| 3 | Rolled mild steel work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to grade Fe.290.Gde-E-165,fixed as in repair complete all as specified. |
| 4 | Preparation of new steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified & directed by Engineer-in-charge. |
| 5 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings (at any height) complete all as specified and directed. |
| 6 | Dismantling of asbestos cement (corrugated, semi corrugated, etc.) sheets in roof coverings and removal, (at any height) complete all as specified and directed. |
| 7 | EPDM Rubber sheet used for roof Waterproofing with Self Adhesive Waterproofing Membrane to be fixed on crack line / hole of AC/GI sheet as in roof, Crumble joints and etc. Sheet should be light weight and of superior quality tested and approved by ISI complete all as specified and directed. |
| 8 | Anodised aluminium snap grid frame work for false ceiling and Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia, 40mm longcomplete all as specified and directed. |
| 9 | Gypsum Board 12mm thick 600 x 600 Perforated in ceilingfixed or laid/ inserted to timber/GI/Aluminium framework with screws complete all as spedcified and directed. |
| 10 | Dismantling ofwall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified & directed by Engineer-in-charge. |
| 11 | 20mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ , for thickness of concrete slab 250mm complete all as specified and directed. |
| 12 | Providing squash court wooden flooring with the Surface Board:Kiln Seasoned imported Maple Wood surface board finished with 21 mm thick, 55 to 85 mm width and in random length in tongue and groove shape. The edges of the boards will have a finger lock grove and the bottom side with air pass groove. The Under Frame:Made of commercial quality Fir/Spruce/Pine wood runners of 70 mm X 45 mmtreated with anti-termite solution and fixed on the bottom side with 10 mmthick EPDM air cushioning pads by nails through the two wings at 350 mm centre to centre. Installation:A vapour barrier will be placed on the leveled IPS sub-floor before laying the under frame. The runners having air cell cushioning pads will be placed on the vapour barrier in perfect level at 350 mm centre to centre in one direction. The surface boards will be screwed to the runners through the tongue only and will lock the screwed tongue by the groove of the adjoining boards. The ends of the boards will be locked by inserting the wooden fingers through the edge grooves and fixed with suitable adhesive. An expansion gap of 8 to 10 mm will be left open between the wooden flooring and the surrounding tiled area/wall. Finishing : After installation the floor will be machine sanded with floor sander machine and finished with Polyurethane Lacquer. The Game line marking to be carried out in required colors before applying the finish coat complete all as specified and directed by AGE and GE. |
| 13 | Taking down cement plaster from brick walls or concrete surfaces including raking out joints, hacking out for key, scrubbing down with water complete all as specified and directed and removing rubbish etc. complete all as specified and directed. |
| 14 | Hard plaster in (Practice Tennis court)a common mix proportion of25 kg acrylic resurfacer, 25–26 kg 60/80 mesh silica sand, 16–18 kg cement, and 34 liters of water applied on concreteplastered surfaces finished fair and even complete all as specified and directed. |
| 15 | Providing 12mm thick 2 layered, fibre reinforced, cement based and resin modified hard plaster for squash court wall, Note that the walls of the squash court should be cement plastered in proper level and free from any paint/enamel paint complete all as specified and directed. Components of the Hard Plaster SystemBase Coat: The first layer, 8-10 mm thick, and consist ofa special mix of quartz sand, white and black cement, Sika latex, and fibers for strength and workability. Finish Coat: A thinner layer, around 2-3 mm, made from a silica sand topcoat or a proprietary ready-mix plaster to provide the final playing surface and rebound properties. Layered Application: The system is applied in two main layers, a base coat and a finish coat, on top of the prepared court walls. Total Thickness: The overall finished thickness of the hard plaster system is typically 12-13 mm. Specialized Additives Quartz Sand: A specific type of sand will be used for its properties and to create a hard, durable surface.Sika Latex: Used as a bonding agent in the base coat to enhance adhesion and strength.Fibers: Other types of fibers are incorporated to add strength and prevent cracking. Specialized Materials: Unlike conventional plastering, this system uses specialized materials and additives that contribute to the unique performance characteristics of a squash court wall. Specific Performance Requirements: The WSF (World Squash Federation) approved systems are designed for specific rebound, ball visibility, and impact resistance, which requires a precisely engineered mix, not a generic cement-to-sand ratio complete all as specified and directed. |
| 16 | Rendering 15mm thick in Cement and Sand mortar 1:4 overfair faces of brick / concrete ,finished even and smooth without using extra cement, including using water proofing compound as per manufacture\"s instruction complete all as specified and directed.Note : WPC shall be measured and paid separately. |
| 17 | Supply only integral water proofing compound (ISI Marked) complete all as specified & directed. |
| 18 | Two coats of distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two or more coats on new surface complete all as specified and directed. |
| 19 | One coat of distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two or more coats on new surface complete all as specified and directed. |
| 20 | Applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 Square metre over and including priming coat of exterior primer applied @ 0.90 litre/ 10 Square metre over new surfaces, complete all as specified and directed. |
| 21 | Preparing old decorated wall surfaces and applying One coat of exterioremulsion paintComplete all as specified and directed.Note : Colour shade as selected by GE. |
| 22 | Preparation of new plastered surfaces of walls and applying two coats of cement base paint, complete all as specified and directed. |
| 23 | Powder coated aluminium door frame ofhollow section 65x40mm and including aluminium glazed shutters stiles 95x45mm & having grooves for bush beading and top rail of hollow section 80x45mm .Lock rail of hollow section 115x45mm and bottom rail of hallow section 125x45mm with and including aluminium butt hinges of size 125mm, aluminium anodised handle 200mm long and aluminium floor door stopper, hydraulic door closer suitable for door size & weight mortise lock 65mm,4 levers and aluminium and glazing with selected quality tinted glass 4.8mm thick and rubber beading and aluminium beading and PVC bush beading complete all as specified and directed(Note- Thickness of aluminium section not less than 1.58mm and offrs designation / Room Name should be printed on glass). |
| 24 | Taking down chowkats or frame exc. 1.5 sqmand n exc 4 Sqm with shutters (without taking off shutters from the frame) complete all as specified and directed. |
| 25 | Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty fixed as in repair complete all as specified and directed. |
| 26 | 12mm thick toughned glassas in hinged doors, partitions automatic doors and similar work including cutting to shape, drilling holeswith necessary screws/ beading, rubber packing, L patch bottom and top, self closing patch etc,complete all as specified and directed.NOTE : Decoratiion/Design or unit name, emblem, crest over glass shutter will be approved by Engr-in-Charge before executionand the rates are inclusive of the same |
| 27 | 100mm thick Plain cement concrete 1:2:4 type B-2 using 40mm graded aggregate as in flooring, complete all as specified & directed. |
| 28 | Factory made rubber moulded machine pressed, pre polished, coloured chequered cement concrete tiles 250mm x 250mm x 20-22mm thick (with grey cement andpigments), set, jointed and pointed in neat cement slurry with grey cement with pigment to match the colour of tiles, laid over and including 20mm thick screed bed in cement mortar 1:6, complete all as specified and directed. |
| 29 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft and loose soil all as specified & directed by Engineer-in-Charge. |
| 30 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth , complete all as specified and directed. |
| 31 | Removal of excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point , complete all as specified and directed. |
| 32 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed. |
| 33 | Brick work with using fly ash brick, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6, complete all as specified and directed. |
| 34 | Plain Cement concrete type C-2, 1:3:6 (40mm graded crushed stone aggregate) as in surface channels and drains.complete all as specified and directed. |
| 35 | Plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, hold fast, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed |
| 36 | Excavation in post holes (or similar hole) each in hard & dense soil n.exc 0.50 cu m getting out, returning, filling and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm, watering and removing surplus spoil at a distance not exc 50 metre and making good surfaces complete all as specified and directed. |
| 37 | Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed. |
| 38 | Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming toI.S.1161- 1979 grade St.-240, including dismantling ofexisting view cutter all as specified and directed |
