Renovation of old project office for repurposing for yoga centre in colony area at RRCAT, Indore.

Amount

Imp. Note - a) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. b) The payment of wages to labourers should be made through bank. c) The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work.

Dismantling the Mosaic /white glazed /Ceramic /Vitrified tiles, Kotah stone etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc., all complete as per specifications & as directed by Engineer in-charge.

Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc., all complete as per specifications & as directed by Engineer in-charge.

Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. all complete as per specifications & as directed by Engineer in-charge.

Taking out DOORS, WINDOWS AND CLEARSTORY WINDOWS, shutters (steel or wood) including stacking within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.

Of area 3 m² & below

Dismantling Old Plaster or Skirting, racking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 metres lead etc., all complete as per specifications & as directed by Engineer in-charge.

Scraping the walls and concrete surfaces at all level to remove existing white/colour wash, distemper, oil paint, oil bound distemper, acrylic emulsion paint or other similar finishes and making the surface smooth by repairing the scratch etc. including necessary scaffolding, cost of sand papers, steel scrapers, compatible scratch filler etc., all complete as per specifications and as directed by Engineer-in-Charge.

0.00 metre to 1.50 metre below average G.L

Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means and disposing off & levelling the soil within a distance of 50 metre. All complete as per drawing, specification and as directed by Engineer in-charge.

Disposing by mechanical transport; the garbage/ Unserviceable materials consisting of debris, rubbish, packing boxes, grass, electrical/electronics serviceable/ nonserviceable items etc. from domestic house / office to the predetermined locations in the RRCAT campus including loading, unloading, levelling, carrying by mechanical transport as required to maintain cleanliness around houses, parks and buildings in RRCAT campus including cost of all tools and tackles etc., complete as per specifications and as directed by Engineer-in-charge (Carriage capacity shall be around 5.00 Cum.).

Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc., all complete as per specifications and as directed by Engineer-in-charge

For soil

Lead charges for debris by mechanical transport upto 2.0 Kms in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc., all complete as per specifications and as directed by Engineer-in-charge

Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete. All complete as per specifications & as directed by Engineer in-charge.

For grading - I material (with 75mm and down size aggregates)

For grading - II material (with 53mm and down size aggregates)

Providing pre-construction anti-termite treatment (with preferred make chemical) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :-

a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.

b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with chloropyrifos (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.

c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with chloropyrifos @ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.

d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep @ 150mm intervals filling these holes with chloropyrifos @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier.

Note: The amount @ 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee).

Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork all complete as per drawing, specification and as directed by Engineer in-charge.

Providing & laying in position REINFORCED cement concrete of M-20 grade at all heights using graded stone aggregate of 20 mm max. size including machine mixing, consolidation, mechanical vibration, finishing, curing, cost of labour & machineries etc. complete as per specifications but excluding formwork, shuttering and steel reinforcement. All complete as per drawing, specification and as directed by Engineer in-charge.

In foundations, footings, plinth beams, base of columns, window cill, flooring.

Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.)

In foundations, footings, plinth beams, base of columns, flooring.

In columns, mullions, pillars, posts, struts

Providing centering and shuttering using timber planks/steel plates at all height including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work. All complete as per drawing, specification and as directed by Engineer in-charge.

Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete

Columns, pillars, posts, struts, mullions etc.

Providing and fixing reinforcement for reinforced cement concrete using TMT bars of preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.

Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars of preferred make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc.

Note : 2 - Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport, taxes etc shall be borne by the contractor.

Note : 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.

Note : 4 - 1.60mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment .

Note : 5 - Other conditions as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .

Cement concrete flooring (IPS) 40 mm thick with cement concrete of mix 1:1½:3 with graded stone aggregate of 10mm max. size, laid to proper level or slope in alternate bays, rammed and finished smooth including providing & fixing Aluminum dividing strips of size 25mm x 3mm thick, curing etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.

Supplying & laying ROUGH FLAG STONE FLOORING of 30mm ± 5mm average thickness over a bed of 150mm thick murrum to proper slope including earthwork excavation and back filling with 150mm thick murrum, cutting the edges to proper lines and sunk pointing with cement mortar 1:3 including providing 15mm x 10mm groove longitudinally & crosswise, curing and disposing of unserviceable materials within 50m lead etc. complete as per specifications and as directed by Engineer-in-Charge.

Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per specifications and as directed by Engineer-in-Charge.

Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete as per specifications and as directed by Engineer-in-Charge. Note: Reinforcement will be measured and paid for separately under relevant item of schedule.

Non Slippery Ceramic tile flooring/dado using 6± 0.5 mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality of preferred make over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.

For flooring using tiles of size 450x450mm and 300x300mm

For Dado/Skirting using tiles of size 300x450mm

Cement plastering at all levels for internal walls ceilings with cement mortar 1:4/1:5 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.

20 mm thick with cement mortar 1:4

Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.

Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per specifications and as directed by Engineer-in-Charge.

Two finishing coats over a coat of primer

Painting the exterior walls and roof with two coats of preferred make exterior paint of approved shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing & fixing EUROPEAN WATER CLOSET suite comprising of :

a. White vitreous china pedestal type water closet (European type W.C. pan of preferred make) in vitreous Chinaware with internal 'P' or 'S' trap conforming to IS: 2556 of preferred make

b. PVC, low level flushing cistern 9+1 litres capacity of preferred make, mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231.

c. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.

d. 15mm n.b. screw down heavy quality, fancy variety C.P. brass Two nos. stop cock of preferred make & conforming to IS:8931.

e. Solid plastic heavy quality seat with lid of preferred make and colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II)

f. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preferred make with two way bib cock.

g. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of preferred make.

Providing and fixing C.P. brass Toilet paper roll Holder of preferred make fixing on wall using C.P. brass screws, rawl plug etc all complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing large flat back half stall Urinal of size 610mmx400mmx380mm of preferred make supported on suitable wall brackets with 32mm n.b. heavy quality approved make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing 15mm n.b. heavy quality C.P. brass flushing valve with Copper pipe & checknut of preferred make on CPVC/G.I. line for flushing urinals of approved quality etc. all complete as per specifications and as directed by Engineer-in-Charge.

Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :

a. Best Indian make wash basin in white glazed vitreous chinaware of preferred make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above.

b. One number heavy quality 15mm n.b. C.P. brass pillar cock of foam flow aerator type with jam nut of easy clean variety and of preferred make conforming to IS: 1795

c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends.

d. One number 15 mm n.b. heavy quality easy clean variety C.P. brass screw down stop cock conforming to IS : 781

e. One number 32 mm n.b. heavy quality C.P. brass waste coupling.

f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of preferred make with extension piece and wall flange etc. complete of Dripless type.

Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by approved make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preferred make on G.I./CPVC pipe line conforming to IS:781. All complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing heavy quality fancy variety C.P. brass screw down 15mm n.b. Angular Stop cocks of approved make confirming to IS:8931 on G.I./CPVC pipeline. All complete as per specifications and as directed by Engineer-in-Charge.

Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry using IInd class bricks in cement mortar 1:6 over a bed of 150mm thick 1:3:6 cement concrete foundation, plastering with cement mortar 1:4, 20mm thick on inside, outside and all exposed surface finished with a floating coat of neat cement, 1:2:4 cement concrete for benching and channel finished with net cement, brick corbelling at top to provide clear opening of 900mm x 450mm, providing and fixng C.I. steps weighing not less than 3.5 kg/each at 300mm centre to centre etc. complete - depth of chamber not exceeding 900mm. All complete as per specifications and as directed by Engineer-in-Charge.

Supplying, transporting to work site scattered at various locations of RRCAT premises and placing in proper position locally available readymade medium duty Precast RCC covers with frames generally as per IS:12592 of following specified clear sizes including minor cutting, dressing, aligning to fit properly, levelled in existing manhole or inspection chambers or gulley trap chambers including rigidly embedding the frame in 100mm thick CC 1:2:4 complete including cost of all materials, labourers, taxes, cess, transport, curing, wastage etc. complete as per specifications and as directed by Engineer-in-Charge.

Rectangular shape 900mm x 450mm internal dimensions

Providing and fixing in position best HDPE/Salt Glazed Stoneware Gulley Trap of preferred make with 150mm x 150mm square inlet and 100mm n.b. outlet conforming to IS : 651 including embedding the trap in 1:3:6 cement concrete, 150mm x 150mm C.I. grating at top, constructing brick masonry chamber 300mm x 300mm (internal) in 200mm thick brick masonry using IInd class bricks, embedding the trap plastering with cement mortar 1:4, 20mm thick inside, outside and all exposed faces, finished with a floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7kg, painting the grating, frame and cover with two coats of approved bitumastic paint etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing HDPE/PVC Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top of preferred make including necessary 1:2:4 cement concrete for embedding the trap etc. all complete as per specifications and as directed by Engineer-in-Charge.

Providing, laying, jointing, fixing and testing PVC rigid pipes of class 'B' of preferred make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVC fittings, jointing with durable solvent, testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge.

Providing, laying, jointing, fixing, testing and painting heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings, requried for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete as per drawing, specifications and as directed by the Engineer-in Charge.

Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.

Providing, laying, jointing, fixing and testing CPVC pipes of preferred make of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water complete as per specifications and as directed by Engineer-in-charge.

20mm nominal size

25mm nominal size

Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of preferred make of the 2000 liters capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindle of preferred make etc. complete as per specifications and as directed by Engineer-in-charge.

roviding, transporting, lowering and laying in position at site at required depth on prepared foundation concrete beds ready made PVC Septic Tanks of following Capacities made of preferred make with in built standard manhole cover, provision for 150mm dia. inlet & outlet, 80mmdia. vent within the tank, construction of brick masonry chamber up to ground level from septic tank of internal clear size 600x600mm in brick masonry with cement mortar 1:6 raised up to ground level, plastering of the Chamber with cement mortar1:4, 20mm thick on inside, outside and all exposed surfaces, finished smooth with neat cement punning including providing & fixing C.I. steps weighing not less than 3.5Kg/each at 300mm c/c of the chamber, depth not exceeding 1000mm etc. complete,including the cost of 1 nos. of 80mm dia. PVC vent pipe about 3.0m long embedded in PCC 1:2:4 bed of 450mmx450mmx300mm and projecting 2m above ground level and terminating with PVC cowl at top and providing and fixing 150mm dia. PVC tee etc. complete as per specifications and as directed by Engineer-in-charge.

PVC Septic tank of PWTS-AM-0200-01 of 2000 liters capacity

Providing and fixing in position liquid soap dispenser of preferred make with C.P. brass brackets, cap etc. fixed to wall with C.P. screws and rawl plugs all complete as per specifications and as directed by Engineer-in-charge.

Providing and fixing C.P. brass Towel rods of preferred make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all complete as per specifications and as directed by Engineer-in-charge.

Providing & fixing in position curtain rods of 25mm diameter made of 1.25mm stainless steel conduits resting on standard stainless steel looking curtain rod holder fixed on wall at spacing not exceeding 1.50m, having 2 nos. ball shaped stainless steel decorative formations ( of approved shape ) at both ends of each curtain rod such that whole assembly is suitable for holding medium size thick cloth curtains, fixed in position using required hardwares, rawl plugs etc. complete excluding curtain cloth but including the cost of all materials, rawl plugs, gutties, labours, taxes etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing, fabricating, installing and fixing in positopn 4mm thick aluminium composite panels of required sizes over aluminium frame work for ceiling, masking, fascia, cladding etc. for linear as well as curvilinear shape for all heights and levels, consisting of aluminium section of size 50x25x2mm thick rectangular tubes for frame work including cutting the members to required size, fixing by aluminium angle cleats of size 50x50x2mm to horizontal & vertical members placed @ 600mm & 1200mm respectively as per design requirement, fixing the aluminium frame secured to walls, floors and ceiling/hang to existing frame work.The frame menbers shall be cladded by using 4.0mm thick prime quality aluminium composite panels of approved shade made out of 3mm thick FR grade mineral core sandwiched between two aluminium sheets (each 0.5mm thick) of preferred make, using 3M VHB tape and sealent (No. 789 of preferred make) including all fittings and fixtures necessary for fixing panels, screws/rivets, G.I. wire etc, making cut outs, fixing extra frame work and necessary arrangements for opening for supply/return air slit, lighting fixtures etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees, RHS, SHS, Circular hollow sections etc. of minimum grade Fe 250, at all levels including welding, painting with two coat of enamel paint of approved shade & preferred make over a coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with two coat of enamel paint of approved shade & preferred make over a coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Note for item no. 51 & 52: 1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes manufactured by preferred brand only shall be used.

Providing & fixing in position anodized (minimum of grade AC10)/power coated (minimum 50 microns) aluminium side hung windows, using aluminium alloys extruded section as per preferred make confirming to IS: 733 and IS: 1285. The outer frame and inner frame for shutter shall be of extruded aluminium vertical and horzintel sections of preferred make and aluminium clip for shutter of window of openable panel on perimeter, including providing & fixing locking arrangement, handle of approved shade & make, PVC liner, aluminium angle cleats, C.P. brass screws/ stainless steel screws, mastic filling, nuts, washers, rawl plugs, aluminium packing strip used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by Engineer in Charge, including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/Sqm) with edges champhered (whever required) with PVC/Neoprene gasket lining etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete as per specifications and as directed by Engineer-in-Charge.

With anodized aluminum section (min of grade AC 5) of approved shade

Providing and fixing in position anodized (min of grade AC 5) aluminum louvered ventilators using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4mm thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing bajri glass of 4.0 mm thickness etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing & laying in position 28 guage stainless steel mosquito proof jalli with aluminium frame work including fixing to the existing frame work, cost of all materials, washers, nuts, screws, tools & tackles etc. complete as per specifications and as directed by Engineer-in-Charge. Note : Aluminium sections will be measured and paid for separately under relevant item.

Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using minimum 2mm thick (or as specified) heavy sections of preferred make including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge.

Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door filled of preferred make with polyurethane foam consisting of 1.5 mm galvanised pressed steel frame of size 100mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint or powder coated of approved shade above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, Preferred make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 or PUF etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing in position 16 G Sheet single rebated door frames at all levels of size 105x60mm, made up of preferred make cold rolled framed profile of pressed steel conforming to IS:513 and general specification of IS:4351 including temporary steel base ties for frames to hold in position duly fabricated with iron hinges as per specification duly fixed to frames and hold fasts 40 mm x 5 mm, M.S. flat, 200 mm long fitted to frames including hallow portion back filled with cement concrete 1:2:4 including the cost of lock stricke plate and arrangement of tower bolt etc., painting with two coat of enamel paint of approved shadfe & make over a one coat of approved make steel primer etc. complete as per specifications and as directed by Engineer-in-charge.

Providing, fabricating, supplying and erecting in position both side laminated flush door shutters of following thicknesses (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminate of preferred make of 1 mm thickness on both faces including providing and fixing aluminum, CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and Godrej make door closure with screws etc. complete as per specifications and as directed by Engineer-in-Charge.

35mm thick (excluding the thickness of lamination)

Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of preferred make consisting of followings :

1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specifications and as directed by Engineer-in-Charge.

2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacturer, M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per manufacturer's specification & as directed by Engineer-in-charge.

Raised & cut Cement pointing to stone work with cement mortar 1:3, including raking out joints, pointing neatly and finishing the joints as specified, curing, scaffolding etc. complete as per specification & as directed by Engineer-in-charge.

Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of 80 mm thickness & preferred make in footpath, parks, lawns, drive ways or light traffic parking etc, of approved make of M-35 grade strength, of approved size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per specification & directed by Engineer-in-Charge. Note :- The cost of sand/metal churi shall be paid separately under relavant item.

Filling under floors with 6mm and down aggregate i.e, stone churi including spreading , watering, ramming, consolidating, finishing to levels etc. complete all as per specification & directed by Engineer-in-Charge

Providing and fixing best quality approved colour and shade MARBLE PARTITION slab 12 to 14 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after cahsing with cement mortar or adhesive in proper level and line etc. all complete as per specifications as directed by Engineer-in-Charge.

JKM CONSULTANT (BID ID -3326807)

Shree Sawaria Construction (BID ID -3327206)

M/s. SAIRAJ CONSTRUCTION (BID ID -3327287)