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| 1 | Dismantling brick tiles or terracing tiles single layers on roof surfaces from at height upto 15 meter, complete all as specified and directed by Engineer in Charge. |
| 2 | Demolition of mud phuska in roofs, any thickness including plastering/PCC padding and leaping (where full thickness removed or only a part thereof) complete all as specified and directed by Engineer in Charge. |
| 3 | Demolition of cement concrete in any description and in any position not otherwise specifically provided, complete all as specified and directed by Engineer in Charge. |
| 4 | Material and labour of cutting grooves in brick wall 75mm wide and 65mm deep and shaping horizontal face of groove with and including cement mortar 1:3 complete all as specified and directed by Engineer in Charge. |
| 5 | Material and labour for roughening of roof surfaces by wire brushing and cleaning top surfaces of cement concrete, roof slab, including flashing and junction of parapets etc and brushing neat cement slurry with 3 kg of cement per sqm, complete all as specified and directed by Engineer in Charge. |
| 6 | Material and labour for providing PCC type B-0 (1:2:4) 12.5 mm graded stone aggregate for providing slope, roof kerbs or mud stops rounded or chamfered edges, complete all as specified and directed by Engineer in Charge. |
| 7 | Material and labour for 15 mm thick Screed bed or bedding layer in cement mortar 1:3, laid on roof, mixed with water proofing compound when concrete is green, as per manufacturere instructions, complete all as specified and directed by Engineer in Charge.(Note -Water proofing compound shall be measured and paid separately). |
| 8 | Supply only liquid water proofing compound, ISI marked,all as specified and directed by Engineer-in-Charge. |
| 9 | Material and labour for water proofing treatment on horizontal and vertical surfaces of APP based polymeric membrane of minimum 3 mm thick and minimum weight not less than 3.0 Kg/sqm, reinforced with polyster non woven fabric matt (weight not less than 150 gm/sqm), laid with torch application over roof surface with a coat of hot blown bitumen primer having density in range of 0.87 to 0.89 kg/litre at 25 degree centigrade and viscosity of 70 to 160 CPS, manufactured by same manufacturer @ 0.4 litre/Sqm and proving at bottom of membrane as bonding material and applying two coats of weather exterior emulsion paints in camouflanging pattern @ 1.43 litre/10 Sqm over and and including priming coats of exterior primer of same make applied @0.9 litre/10Sqm as per new Sigma pattern by using 4 to 5 colour shades generated by station authority, complete all as per manufacturer\"s instructions complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material and labour for UV stable single component fibre reinforced elastomeric liquid applied waterproofing membrane having solid content of 55% formulated with PU hybrid polymers and reinforcing acrylic fibres and having sun reflectivity Index (SRI) of 106. The application of the material should be done in three coat (6 hr gap after each coat) on the substrate, applying first self priming coat at ratio of damp proof ultra and water 3:1 then 2 undiluted coat of damp proof ultra obtaining coverage @1 ltr/10 sqft in three coats. The vital physical and chemical parameters shall be as under. Min elongationat break of 350%, crack bridging ability of 2.5 mm @650 microns thickness, resists positive hydrostatic pressure of upto 10 bars. The material shall be applied with brush or roller, complete in all respect as per the direction of Engr-in-Charge/consultant. Also, proper surface preparation along with coving at corners is must complete all as specified and as directed by Engineer in Charge.Note: (i) The work shall be executed by the authorized applicator of the manufacturer only.(ii) The authorized applicator of manufacturer shall be approved by GE.(iii) The colour of finish shall be decided by GE. |
| 11 | Material and labour for racking out joints/pointing to brick tiles and flush pointing with 1:3 cement mortar with water proofing compound, complete all as specified and directed by Engineer in Charge. |
| 12 | Demolition of brick or stone boulder masnory, built in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facing, dressed stonework and percast concrete articles, complete all as specified and directed by Engineer in Charge. |
| 13 | Material and labour for Brick work with subclass B bricks, straight or curved on plan exc 6.00 mtr mean radius, built in 1:4 cement mortar, complete all as specified and directed by Engineer in Charge. |
| 14 | Taking down cement plaster on brick orstone masonry Including raking out joints, hacking for key scrubbing down with water etc, complete all as specified and as directed. |
| 15 | Material and labour for rendering 15 mm thick in CM (1:4) on fair faces of brick or concrete wall surfaces and finishing the surfaces even and smooth at height upto 15 m (without using extra cement), complete all as specified and as directed by Engineer in Charge. |
| 16 | Material and labour for preparation new plastered surface of wall, concrete surface and applying two coats of all weather exterior emulsion paints in camouflaging pattren @1.43 litre/10 sqm over with and including over a coat of exterior primer applied @0.9 litre/10 sqm as per new sigma pattern generated by station authority and RGB value variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n.exc 25 mtr as per sample approved by GE, complete all as specified and directed by Engineer-in-charge. Note: The % of the colour may change as per user requirement without any financial effect on contractor. |
| 17 | Material and labour for taking up or down 20 mm bore steel tubing and connections, including cleaning for refixing or removal to store, complete all as specified and directed by Engineer in Charge. |
| 18 | Material and labour for refixing 20 mm bore old steel tubing and connections in new or old position (walls, ceiling, floors, etc.), complete all as specified and directed by Engineer in Charge. |
| 19 | Supply & Fixing 20 mm dia tubes medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed. |
| 20 | Supply & fixing in repair 20 mmdia gun metal, globe or gate Valve with iron wheel head, screwed both ends for iron pipe, complete all as specified and directed by Engineer in Charge. |
| 21 | Supply & fixing in repair ball brass valves, 20 mm bore high pressure with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed, complete all as specified and directed by Engineer in Charge. |
| 22 | Supply and fixing in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with and including flat iron (40 x 3 mm) for clamps, nut bolts including dismantling of old AC rain water pipe etc in repairs, complete all as specified and as directed by Engineer in Charge. |
| 23 | Supply and fixing in repairs 110 mm bore PVC (SWR) bends any radius, complete all as specified and as directed by Engineer in Charge. |
| 24 | Material and labour for disconnecting existing water tank of exc 250 ltr and not exc 500 ltr Capacity, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position, complete all as specified and as directed by Engineer in Charge. |
| 25 | Supply and fixing of rotational moulded polyethylene 500 Ltrs Capacity water storage tanks(cylindrical vertical with closed top), 3 Layered, hoisted and fixed in position as specified in SSR Part-I with and including ball brass valve and polythelene float and fly nut complete screwed down for iron pipe of 20 mm dia, complete all as specified and directed by Engineer in Charge. |
| 26 | Supply and fixing of rotational moulded polyethylene 1000 Ltrs Capacity water storage tanks(cylindrical vertical with closed top), 3 Layered, hoisted and fixed in position as specified in SSR Part-I with and including ball brass valve and polythelene float and fly nut complete screwed down for iron pipe of 20 mm dia, complete all as specified and directed by Engineer in Charge. |
| 27 | Dismantling CGI/Asbestos cement (corrugated, semi-corrugated etc) sheet in roof coverings, any gauge, thickness and in any position including nainital or similar pattern roof coverings complete all as specified and as directed by Engineer in Charge. |
| 28 | Supply & Fixing of Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet, 0.5mm thick of olive green colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in Charge. |
| 29 | Supply and fixing in repairs Bands, straps, supports or styas for rainwater, ventilating pipes, including bolts, if requred: hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; holdfasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer in Charge. |
