ET-107

Amount

PART: I : CIVIL WORKS

REINFORCED CEMENT CONCRETE

REINFORCED CEMENT CONCRTETE a) All RCC works shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings, specifications and as directed by the Engineer-in-Charge. b)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. c) All coarse aggregate to be 20mm. maximum size and uniformly graded unless otherwise mentioned. d) For all RCC items, the rates quoted shall include the following without any extra cost to the Dept. e) Spacers to maintain clear cover for reinforcement. f) Fixing at correct level and in propoer alignment the inserts, pipe sleeves, pipe bends, fan books other pipe specials etc. supplied by/through the department. Cut-outs in slabs, construction joints etc. g) Test for concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contrator.

Providing and laying in position Ready Mixed design mix cement concrete (RMC conforming to IS 4926 (Latest)) of M30 grade with minimum cement content of 350 kg /cum manufactured in fully automatic batching plant for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including transporting to site of work in continuous agitated transit mixer, pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for concrete works of all types of Structural/RCC Elements in all geometrical shapes including single/multiple staging.

Providing and laying in position design mix Reinforced cement concrete of grade M-30 conforming to IS456-2000 with minimum cement content of 350 kg /cum manufactured in site with machine mixing using coarse aggregate(graded stone aggregate of 20mm and down graded) and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; in super structure at all floors and levels for all structural members in all geometrical shapes / design as per drawings including machine mixing, conveying, placing in position, mechanical consoldiation, finishing, curing, etc. complete all as perdrawings, specifications & as directed by the Engieer-in-Charge. For all types of Structural/RCC Elements in all geometrical shapes including single/multiple staging.

Above plinth in super structure

Upto plinth

Reinforced cement concrete of grade M-15 in super structure conforming to IS456-2000, at all floors and levels for all structural members in all geometrical shapes / design as per drawings using graded stone aggregate of 20mm and down graded including machine mising, conveying, placing in position, mechanical consoldiation, finishing, curing, etc. complete all as perdrawings, specifications & as directed by the Engieer-in-Charge. For all types of Structural/RCC Elements in all geometrical shapes including single/multiple staging.

Providing & laying average 150 mm thick cement concrete coping of mix M-20 over parapet wall including mechanical mixing, consolidation finishing making slope, curing, formwork etc. all complete as per specification & as directed by the Engineer-in-Charge.

Providing and laying cement concrete M20 / 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) for balcony base, window sills etc. (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

PART I-B : FORM WORK

Note:- i) Area of form work in contact with concrete shall only be measured for payment & shop boards for construction joints etc. will not be measured for payment. iii) The rate for formwork shall include all type of strucutural/RCC elements and all geometrical shapes including circular and any other curved surface at all height and locations with independent staginghaving adequate additional bracing, proping, intermediate/multiple staging wherever required.

Providing, erection, fixing in position, striking/removing and cleaning steel/timber shuttering & centering for form work at all level & locations for all geometrical shapes and designs as per drawings including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as direted by the Engineer-in-Charge. For all types of Structural/RCC Elements in all geometrical shapes including single/multiple staging.

Above plinth in super structure

Upto plinth

PART I-C : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying steel bars of Thermo Mechanically Treated of grade Fe-500D or more bars of approved brand and various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Cost of binding wire shall be borne by the contractor & shall not be measured for payment).

Above plinth in super structure

Upto plinth

PART - I-D : MASONRY WORK

Note:- a) The contractor shall get approved the samples of Light weight Autoclaved Aeroted Concrete (AAC) blocks of Grade 1 & density 551 to 650 kg/cum confirming to IS:2185 (Part 3) from the Engineer-in-Charge before procurement on large scale and shall maintain the same for the entire work. b) Necessary Openings/ nitches/ cut-outs, wherever required as per drawings and asked for by the Engineer-in-Charge, shall be provided by the contractor without any extra cost. c) The rate shall inculde cost of making the masonry to all geometrical shapes and sizes without any extra cost to the Department.

Light weight Autoclaved Aeroted Concrete (AAC) blocks masonry with 150 to 300mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum confirming to IS:2185 (Part 3)in super structure above plinth level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar to correct line, level and plumb including raking out joints, curing, scaffolding etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).

Providing and laying Light weight Autoclaved Aeroted Concrete (AAC) blocks masonry 100mm / 125mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum confirming to IS:2185 (Part 3) including providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work for partition walls,dwarf walls, parapets, under platforms, curtain walls, fins, external boxing etc. at all floors and locations as per drawing in C.M. 1:4 to correct line, level & plumb including scaffolding, raking out joints, curring etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge

PART-I-E : FLOORING WORK

Note:- a) The floor finish level shall be generally in level matching with the surrounding floor finish level & as per drawing. Noextra payment shall be entertained for matching the floor differences. B) Adjucents of levels in thickness of mortar bedding due to different types of flooring, if any, shall be done by the contractor without any extra cost to the Department. c) The Contractor shall submit and get approved the samples for flooring, skirting, dado tiles/granite /kota stone for approval of the Engineer-in-Charge before bulk procurement. d) Pattern & design of flooring/skirting/dado shall be approved by the Engineer-in-Charge before commencement of work. e) Exposed edges of all natural stones used for the work like Kotah, Marble, Granite etc. shall be machine cut and shall have uniform thickness and mirror polished unless otherwise mentioned. f) The rate shall include cost of making the flooring to all geometrical shapes and sizes without any extra cost to the Department.

Providing & laying at all floors & locations Vitrified tile of approved make colour & make having minimum 8mm thickness (or shall be as per manufacturers specification) in flooring/ skirting/ dado/ clading at all floors and location in approved pattern and colour laid over cement mortar bedding/ backing, close jointed and grouted with cement slurry and approved pigment as per manufactuerer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if necessary, final cleaning of surfaces, curing etc. complete all as per drawings, specifications & as per drawings, speecifications & as directed by the Engineer-in-Charge.

Homogeneous vitrified tiles of 1000mm x 1000mm size in flooring laid over 20mm thick CM 1:4 bedding

Homogeneous vertified tiles of 600mm x 600mm size Matt/Satin finish in flooring laid over 20mm thick CM 1:4 bedding for toilets

150mm High Homogeneous vertified tiles cut from tiles of size matcing with floor tile size of 1000 x 1000mm in skirting laid over 12mm thick CM 1:3 backing.

GVT tiles of 600 x600mm size in dado/ clading laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints

Providing, laying and fixing in position 17/18mm thickness below mentioned machine cut and machnine polished (mirror polish) granite stone of approved colour/ shade in flooring/ skirting/ clading/ treads/ risers/ chills/ counter wash basins/ shelves etc at all location including necessary mortar bedding/ backing, close jointed and grouted with matching cement slurry and finished to line, level etc., as required including cutting of stone slabs, wastage, making cutouts, required pattern in plain/ curved or any geometric shape and design wherever required, all as per specifications, drawings and as directed by the Engineer-in-Charge.

In flooring & staircase landings at specified areas with mirror polished 17/18mm thick granite stone slab in required sizes, shade, shape and pattern in plain/ curved or any geometric shape and including 20mm thick cement mortar bedding of mix 1:4 (1 cement : 4 coarse san) including grey cement slurry at 4.40 kg/m2 over bedding and matching sluryy with white cement at 2.20 kg/ m2 for grouting the joints.

In skirting(normal and sloped) with 17/18mm thick mirror polished granite stone over and including 12mm thick cement moratr 1:3 (1 cement : 3 coarse sand) backing.

For treads 17/18mm thick mirror polished in single piece of approved shade laid over 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding, including providing 3 nos.V grooves along length of each tread for antiskidding etc. complete.

For risers 17/18mm thick in single piece of approved shade with 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) backing.

17/18mm thick Jet black granite for counter wash basins/ shelves including cutting necessary grooves in walls and fixing with cement mortar 1:3 (1 cement : 3 sand)

Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Providing and fixing approved quality machine cut, mirror polished 17/ 18mm uniform thick black Granite stone slab frame for jambs of doors & window in single piece 100 to 230mm wide in position at all floors and locations laid over 20mm thick cement mortar 1:3 bedding/ backing in correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get rounded exposed edges, wastage, final hand polishing, rounding of free exposed stone edges etc. complete as per specifications and drawings.

17/18mm thick black granite stone door frame for toilet including providing and fixing 3nos. 90mm long stainless steel screws on each vertical side and 2 nos. 75mm long stainless steel screws on top with rawl plug by drilling and finishing with approved putty with suitable pigment etc. complete all as per drawings and as directed by the Engineer in Charge.

17/18mm black granite stone frame at window frame/ sill/ jambs etc.

Edge moulding to granite- Full/ half/ quarter round

PART I-F : DOORS AND WINDOWS

Note:- a) The items door frames, window frames shall include sealing the joints all round with to the brick work/ concrete and doors or windows with approved mastic filler cement grout/ epoxy compound/ polysulphide compound or by any other means whatsoever, by the contractor at his own cost as directed by the Engineer-in-Charge to make the joints watertight. b) The work contemplated under the item for supplying and fixing the window/ door frames shall be got done by the contractor through specialised agencies in the field, approved by the Department. c) One sample each of the door frame, shutter and window with all fittings and fixtures alongwith locking arrangement including glass panels etc. complete as per schedule of quantities drawing and specifications should be submitted for preliminary inspection before procurement on large scale. The contractor shall submit six copies of shop drawins for windows, ventilators and steel door with frames showing dimensional details of construction etc. for approval of the Engineer-in-Charge. After preliminary inspection, the sample at site to ascertain its performance. Large scale manufacturing should be taken up only after rectification of defects etc. to the full satisfaction of the Department and after obtaining formal approval in writing of the Engineer-in-Charge.

d) Door frames, shutters and the windows to be supplied and fixed in position should cater the dimensional tolerance of the openings to an extent of (+/-) 2%. The rates quoted by the Tenderers should hold good for such variatio. Test shall be conducted by the Department for the flush doors as per IS-2202-1983 Part-I from each consignment and the cost incurred on this account shall be borne by the contractor. e) For bonding the flush doors, block boards, plywood and all types of wood works, phenol-formaldehyde synthetic resin type adhesives conformingto IS-848-1957 shall be used.

Providing & fixing pressed steel door frames of following profile fabricated out of 1.25mm thick G.I. sheet of coating (class VIII of zink coating) 120gram/ sqm, manufactured by Sail/ Lloyds/ Jindal or equivalent of profiles/ size generally conforming to IS 4351-2003 with suitable one/ two set rebates for fixing shutters and also rebate suitable for fixing fixed glazing including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded/ mechanical joints with back plates/ angles to correct shape & angles including providing and fixing base ties with GI channel 50x25mm, 1.25mm thick suitable section to suit floor thickness/ angle thresholds with MS angle 25x25x3mm 6 Nos of adjustable lugs perframe, providing and welding of 40x40x5mm, 150mm long angle cheats for hinges with necessary tapped holes for fixing conuntersunk headed machine screws to suit heavy duty oxidised/ stainless steel hinges of size 125x50x10G/125x38x10G/125x30mmx10G/75mmx19mmx15G or welding the hinges/ piano hinges etc. and finishing the same to smooth etc. (but excluding the cost of hinges which shall be paid under the relevant item) including providing each door frame with necessary lock strike plates, mortar guards, buffers, bushes etc. required for tower bolt/ baby latches, tadis, safety chains, aldrops etc.

including fixing the frame to brick work/ concrete work with necessary PCC or bolted/ screwed to concrete work, painting a shop coat of polyrethane paint including etching the surface with ETCH primer etc. including painting the exposed surfaces with two coats of synthetic enamel paintof approved make and colour over a coat of red oxide/ zinc chromate primer and painting the unexposed surfaces with twi coats of anticorrosiver bituminous paint, after rectifying with PU primer after rectifying the damaged PU primer due to transport including filling the hollows of door frame with C.C. 1:2:4 using 12mm thick down graded stone aggregate etc. all complete as per drawings, specifications and as directed by the Engineer-in-Charge. Note:- The quoted rate shall include cost of base tie/ angle and all accessories mentioned in the item description except iron mongeries (i.e. fittings and fixtures with wood and machine/ self taped screws as required, hich shall be measured and paid separately under relevant item)

Profile 145x60mm with single rebate.

Profile 145x60mm with double rebate.

Supplying & fixing in position the following type solid core block board flush door shutters with commercial ply facing on both sides conforming to IS 2202 (latest) with external type second type second class teak wood lipping alround, fixing shutters in position to pressed steel door frames/ wooden frames (door frames &view panel glass shall be paid separately under relevant item)at all floors by cutting/ planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with screws which shall be paid separately under relevant item) including painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. all as per specification, drawings & as directed by the Engineer-in-Charge. For Door type of following, 38mm thick shutter with lipping of section 38x20mm.

Type D2A and D4, approximate size 1000x2281mm, single leaf shutter without vision panel.

Type D1/D2, approximate size 1000x2281mm/ 900x2100mm, single leaf shutter with vision panel.

Providing & fixing in position approved 2nd class Teak wood Architraves of section 50x20mm fixed to pressed steel frames of door at all floors as per drawing including providing and fixing M.S. self taped screws at 600mm center, painting with two coats of synthetic enamel paint of approved make, & colour over one coat of approved primer etc. all complete as per specification & drawings.

Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the

lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge Door Shutterfor D3,D3a and Dt doors of 700/900/1000*2100mm , single leaf Note:- i) Manufacturer shall submit shop drawing showing the dimensions, details of construction etc for the approval of the Engineer in charge. ii) All the shutters and door frames should be detachable from the above assembly whenever required and the entiire door unit will be flush with the finished wall (door frame to paid under relevent item). iii) Quoted rate shall inclusive of all necessary fittings and fixtures required for the complete unit.

ALUMINIUM DOORS & WINDOWS

Note:- i) The contractor shall submit 6 copies of shop drawings for each windows, ventilators showing dimension details of construction etc. for approval of the Engineer-in-Charge and according to the approved shop drawing a sample of each windows with all fittings and fixtures with locking arrangement including glass panes etc. complete as per schedule of quantities, specifications and drawings, shop drawing should be submitted for preliminary inspection for approval after preliminary inspection, the sampleshould be fixed at site to ascertian its performance large scale manufacturing should be taken up only after rectification of defects in samples as directed to the full satisfaction of the department and after obtaining formal approval. ii) All doors, windows, ventilators section shall be anodised extruded section of M/s Jindal / M/s Indal or equivalent approved manufacture. iii) All fittings/ fixtures shall be of approved make / quality and as approved by Architect.

iv) All dimensions mentioned in the drawing are approximate. Necessary allwance for fixing over rough ground, and also necessary allowances for fixing tolerances to be considered while manufacturing. While manufacturing, actual site measurement shall be considered. Necessary planing for fixing the unit has to be carried out by the contractor without any extracost to the department. However, rate quoted by the contractor shall hold good. v) Payment shall be made per Kg basis, aluminium sections such as shutter frames, track window / door frame / beading channel for glass adjustable louvers etc., shall only be measured linearly as per actual /

finished cutting size nearest to centimetre and multiplied with sectional weight of the individual section and the total quantity of aluminnium section will be arrived at for payment without any allowance for wastage. vi) All glass panes shall be of approved brand unless otherwise specified. The glasses will be measured for payment separately under relevant item. Actual size of the glass fixed in position will be considered for payment. vii) Glass panes shall be fixed with approved EPDM gasketting. Beading, to be free from settling. Necessary mastic to be provided against seepage of rain water. viii) All top hung / side hung shutters to be provided with approved quality friction hinges. ix) In case of damage of any existing work, the same has to be made good / restored to original condition by the contractor at his own cost. x) No seprate payment shall be made for fittings such as locking arrangement, hinges, frictionhinges, fittings and fixtures, gasket etc., while quoting the rate for unit weight of aluminium sections for window / door. xi) However floor spring, hydraulic door closer will be paid seperately under relavent item.

Supplying and fixing in position at all floors integrated anodised matt finished (15 micron thick), aluminium section (extruded) for aluminium Door / windows sliding / top hung / fixed / adjustable louvered(movable louvers ) windows as per drawing of approved manufactures with extruded sections with size weights as shown in the drawing, for frames and shutters (including wastages if any) conforming to relevant I.S specifications awith all approved Bronze anodised aluminium fittings and accessories, locking arrangements, 2/3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary bronze anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by the Engineer-in-Charge but excluding the cost of glazing, which will be paid separately.-

With Powder coated aluminium (minimum thickness of powder coating 50 micron)

Only Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) without podwer coating

Providing and fixing following type of approved quality glass panes for windows / ventilators, fixing with Aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EDPM gasketing, to ensure water and air tightness and neoprene cushions / gasket accommadated in grooves, necessary bronze anodised screws etc., and also for vision panes in door shutters with necessary teakwood beading, screws etc. all complete generally as per drawings specifications and as directed by the Engineer-in-Charge.

4mm thick clear float glass for vision panes in door shutters

5mm thick clear float glass for Aluminium windows/ ventilators

Extra for providing 5mm thick ground glass / frosted glass in place of float glass panes in windows/ventilators.

Supplying and fixing in position at all floor and location fly proof /mosquito net made out of stainless steel 304 grade wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides for sliding / openable window & ventilator shutters including Exaust fan frames etc. of various size and shape fixing with stainless steel nuts and bolt to suit the aluminium frame (aluminium frame, beading etc. shall be paid under relevant items) including labour, wastage, scaffolding etc. all complete as per drawing, specification and as directed by Engineer-in-Charge.

DOORS & WINDOWS

Note:- a) One sample board consisting of each item of schedule of quantities with aprroved quality fittings & fixtures & necessay accessories including chromium plated brass screws, bolts, nuts, washers should be submitted for approval of the Engineer-in-Charge. Large scale procurement shall be taken up only after approval of the Enineer-in-Charge. After approval, the samples shall be kept in the office of the Engineer-in-Charge to ascertain the approved quality for the entire work. b) All fittings & fixtures shall conform to relevant IS code.

Supplying and fixing at site of work non magnetic Stainless Steel approved quality fittings, fixtures and fastenings along with necessary SS/ CP brass screws, bolts and other accessories as per approved samples & as per relevent IS code

SS Tower bolt 300mm long x 12mm

SS Aldrop 300mm long x 16mm dia Rod

SS D type bow handles 150mm long.

Extra cost for providing Both side openable spring type Heavy duty SS hinges( 125 long x 10 Gauge or 100 long x 10 Gauge for flush door shutters) instead of butt hinges .

35mm dia. - 700 long Grab Bar

60mm dia. Knob cylendrical type

100mm long SS flat latch

Supplying following type of approved quality fittings, fixtures and fastenings along with necessary CP brass screws, bolts, nuts, washers and other standard accessories.

Six lever mortice lock with both side handle with chromium plated brass parts & body of Godrej make with or withour pair of detachable, pressure dia-cast chromium plated handles on both sides with chromium plated brass screws for left hand / right hand with brass socket plated, (exact number for left, right and double shutter shall be ascertained based on site requirement) all complete as per specifications & as directed by EIC.

Magnetic ball catches

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

WATERPROOFING TREATMENT

Note:- a) The contractor shall get written approval from the Engineer-in-Charge, for the water proofing agency engaged and shall submit the specification of the waterproofing agency before commencment of work. b) The contractor shall test the surface where water proofing treatment provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab. c) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section-10 (iii) for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the water proofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages / defects.

d) The contractor shall keep the water tank filled with water after the water proofing work has been completed and shall clean it before handling over. At no time shall the water tank be kept empty. Testing for the bone dry condition for the water proofing work carried out shall again be done, before handling over the flats, if found necessary by the Engineer-in-Charge.

Providing and laying integral cement based water proofing treatment of the agency approved by Department, including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations. As per IS : 2645 : 2003. Following works are included in this item. a) Applying and grouting a slurry coat of neat cement using 2.75Kg/sqm. of cement admixed with proprietory water proofing compound over the RCC slab including cleaning the surface before treatment. b) Laying cement concrete using broken bricks/brick bats 25mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietory water proofing compund over 20mm thick layer of cement mortar of mix (1 cement : 5 coarse sand) admixed with proprietry water proofing

compund to required slop and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. d) Finishing the surfaces with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound and finally finishing the surface with towel with neat cement slurry and making of 300x300mm square. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge.

With average thickness of 120mm and minimum thickness at drain point as 65mm.

Extra for additional thickness of brick bat coba over and above standard average thickness of 120 mm for effective slope wherver required.

Filling in bath, W/C, toilet, depressed areas with Light weight Autoclaved Aeroted Concrete (AAC) blocks masonry with 150 to 300mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum confirming to IS:2185 (Part 3) with approved block laying polymer modified adhesive mortar at all floors and locations upto the required level and making the surface finsihed suitable to receive floor finish etc. all complete as per drawings , specifications & as directed by the Engineer-in-Charge.

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portion of W.C., Kitchen and the like consisting of : i) 1st course of applying cement @4.4 Kg/sqm mixed with water proofing compund of approved brand conforming to IS 2645 in recommended proportions. ii) 2nd course of 20mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compund in recommended proportions. iii) 3rd course of applying blown or residual bitumen applied hot at 1.7 Kg. Per sqm of area. iv) 4th course of 281 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @1.7 Kg/sqm.

PART I-I : PLASTERING WORK

Note:- a) Before commencment of plastering, the area shall be cleaned, wetted and shall be marked with 'Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-Charge. b) Whenever the electrical contractor/ agency has to fix up switch boxes in walls, necessary Thiyaas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finsihed plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra calim/ cement consumption shall be entertained by the Departmental for the palstering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

Cement palster in single coat at all floors and locations to correct line, level, plane and plumb for following, including preparing the surface, scaffolding, curing etc. all complete as per drawings, specifications and as directed by the Engineer-in-Charge.

6mm thick cement plaster in Cement mortar (1 cement : 3 fine sand) for ceiling, exposed concrete surfaces, soffits of all slabs and beams soffit of staircase waist slab etc including providing and adding bonding agent of approved manufacturer's recommendation, including applying a slurry coat of cement andapproved water proofing compound (1:1 volume mix) with a brush before plaster applied internal brick/ concrete surfaces.

15mm thick plaster in CM 1:4 mix for internal brick/ concrete surfaces for all walls and beams flush with walls, mullions, below plinth concrete/brick surfaces etc.

Sand faced external cement plaster as specified below in cement mortar at all heights and locations including scaffolding, preparing the surfaces, finishing and rendering with sponge to correct line, level and plumb, curing including making plaster fluting (plaster in steps) etc. where ever required completeas per specifications and drawings.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) with water proofing agent @ 2% by weight of cement finished rough with sponge for brick/ concrete external surfaces. Min cement content 813kg/100sqm.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) with water proofing agent @ 2% by weight of cement finished rough with sponge for brick/ concrete external surfaces. Min cement content 813kg/100sqm. but stepped plastering for sloped chajjas/roof

Providing gola/ vata 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) at junction of walls and chhajjas, canopies etc. to the required profile including rounding the junction of wall and chajjas/ projections, adding water proofing compund @ 2% by weight of cement, scaffolding, curing etc. complete as per specifications and drawings and as directed by the Engineer-in-Charge.

PART: I-J :PAINTING

Providing and applying 1mm thick cement base wall care putty of approved make at all floors and locations, plastered surfaces finsihed smooth to correct line level, plain, plumb etc., including preparing the surfaces, scaffolding, smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-Charge.

Painting plastered surfaces with two coats of Premium Acrylic Emulsion Paint interior grade of approved colour including preparing the surfaces, filling holes and cracks with putty wherever required, scaffolding and cleaning etc, complete as per specifications, drawings and as directed by the Engineer-in-Charge.

Painting plastered surfaces with two coats of Premium Acrylic Emulsion Paint interior grade of approved colour over a coat of approved cement primer over newly plastered surfaces

Painting plastered surfaces with two coats of Acrylic Emulsion Paint of approved colour over a coat of approved cement primer over existing painted areas.

Painting plastered surfaces with two coats of Acrylic Emulsion Paint of approved colour over existing painted ceiling areas

Painting plastered surfaces with two coats of Acrylic exterior grade Emulsion Paint of approved colour over a coat of approved cement primer over new and existing painted ceiling areas including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning etc, complete as per specifications, drawings and as directed by the Engineer-in-Charge. -Over sand faced plater. Note: Over RCC Jallies- Both sides of jalli shall be measured for payment.

NEW SURFACES

old painted SURFACES

Synthetic enamel painting in two or more coats using 1st quality SE paint of approved make of approved shade over existing painted plastered wall / concrete surfaces, internal and external painted steel / wooden surfaces etc., at all floors and locations including sand papering, cleaning and removing the dust, dirt, loose painting, grease, oils or any other stains / marking thoroughly and filling up the cracks and crevices, loose painting etc., using approved putty, cleaning the paint marks on wall / floor etc. all complete with cost of material, labour, scaffolding, tools & plants all as per specifications and directions of E-in-C

PART: I-K WALL PANELLING AND FALSE CEILING WORKS

Supplying, fabricating and fixing in position 18 mm thick water proof ply of approved make for panelling frame frame work with the cost of Fevicol, Nails/screws etc and cost of materials, labour, tools & plants, scaffolding etc., all complete as per specifications and directions of Engineer-in-charge. (Area of 18 mm thick water proof ply including beading fixed shall be measured for payment.)

Supplying, fabricating and fixing in position 12 mm thick water proof ply of approved make for wall panelling & fixing in ventilators, with the cost of Fevicol, Nails/screws, beading etc and cost of materials, labour, tools & plants, scaffolding etc., all complete as per specifications and directions of Engineer-in-charge. (Area of 12 mm thick water proof ply shall be measured for payment.)

Supplying, fabricating and fixing in position teak ply of 3mm/ 4mm thick as per design/ pattern / cutting into required sizes/ grooving etc. including the cost of Fevicol, Nails/ screws and cost of materials, labour, tools & plants, scaffolding etc., all complete as per specifications and directions of Engineer-in-charge. (Area of 3 mm thick teak ply shall be measured for payment.)

Providing and applying French spirit polishing for wooden sufaces with two coats on new works including a coat of wood filler to form a uniform neat finish complete with cost of material, labour, scaffolding tools & plants all as per specifications and directions of E-in-C Note: Flat area of teak ply is measured for payment without any extra for grooves, panels etc.

Providing & fixing in position suspended false ceiling system using 600 x 600 mm Calcium Silicate Ceiling tiles Ceiling Systems with approved surface design "Cosmos" of approved make Tiles having 15mm Densified edges and 100% humidity resistance, incombustible as per BS476 and part IV with thermal conductivity of 0.043 w/m KC and approved surface Design and edge Profile (TEGULAR/ SPINTONE) placed in a suspend d Grid of size of 600 x 600mrn made of hot dipped G.I . steel sections having an exposed surface capping of Pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at1200mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200mm shall be inserted in to slots between the main tees at 600mm centres and thereafter in direction vertical to the longer Tees of size 24 x 28 x 0.33 mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the Perifery walls on wall angles of size 122mm x 22mm x 300mm x 0.40mm thickness etc. complete as per specificat ions, drawings and as directed by the Engineer- in- Charge.

Note:The rate shall include the cost for the following :­ i) Providing necessary openings for light fixtures,diffusers. trap doors etc. to be made as per layout, drawings. ii) The main tees to be suspended from the ceiling / soffit with the help of metal dash fasteners of 6mmx50mm soffit cills of 25mm x 35x 1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. iii) The entire grid system shall be designed to bear a distributed load of minimum 15 kg/sqm. iv) 0nly Calcium Silicate False Ceiling area will be measured for the purpose of payment.

PART: I-L DISMANTLING/DEMOLISHION WORKS

Dismantling RCC works by chiselling at al levels including scaffolding, cutting of renforcement bars by gas cutting straightening & stacking of steel bars and disposal of unserviceable materials within lead of 150m & all as per specifications & as directed by the by the Engineer in Charge.

Dismantling PCC works or PCC works with nominal reinforcement by chiselling at all levels iincluding scaffolding, stacking of serviceable materials and disposal of unserviceable materials within lead of 150m & all as per specifications & as directed by the by the Engineer in Charge.

Dismantling Brick work in cement mortar including scaffolding stacking of serviceable material and disposal of unserviceable materiaI within lead of 150m & as per specifications & as directed by the Engineer in Charge.

Dismantling/ Demolision / Removal of Water proofing over terraces and bick bat coba in sunken slabs without dameging the adjacent areas/ slabs including disposal of unserviceable materiaI within lead of 150m & as per specifications & as directed by the Engineer in Charge.

Demolition of the fallowing like brick batcoba / marble tone/Ceramic floorings in toilets constructed in cement mortar, concrete / B.T. road, cement mortar plastering (15mm to 20mm thick) manually with chisels at all floors / locations (upto a height of 10m ) including giving necessary temporary supports , stacking of serviceable material within 150 metres and disposal of unserviceable material/ debris within 150 metres complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-charge

Removal of AC sheet roofing including purlins

Dismantling of structural steel

Dismantling doors, windows and clerestory windows (steel or wood) shutters of area 3 sq. metres and below, including chowkhats, architrave, holdfasts etc. complete

Dismantling stone slab flooring laid in cement mortar

Removal SS tanks having 500 ltrs capacity along with 4 nos of solar panels of each 1.10 mx2.10m approx size

PPR Pipeline removal - 25mm to 63mm

Removal/ dismantling of cement mortar plastering (15mm to 20mm thick) manually

Miscellaneous works

Note:- One sample of each item should be submitted for preliminary inspection and approval before procurement/ manufacturing on large scale. After the preliminary inspection and approval, the sample should be fixed at site or kept in the office of the Engineer-in-Charge till completion of the work.

Structural steel work at all floors and locations in guard bars, grills, guard bars for windows, frames, covers, cover bracket for slanting chajja etc. using angles, tees, flats, bars, chequered plates etc. of required sizes including supplying, cutting, fabricating, welding, makingholes/ chases wherever required and fixing/ embedding in position in conrete/ brick work with necessary hold fasts/ screws & rawl plugs and finishing the concrete/ brick work after fixing/ embedding including painting two coats of anticorrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved steel primer etc. complete as per specifications, drawings and as directed by the Engineer-in-Charge.

Structural steel works using using Channels, I beams, angles, tees, flats, bars, chequered plates , plates, anchor bolts , pipes,round, square or rectangular hollow tube etc. of required sizes for gneral purpose, column strengthening works etc.

Steel work in built up tubular trusses made up of round, square or rectangular hollow tubes etc.

Prooviding and fixing in position at all floors and levels, precast form finished RCC jalli of 75mm thickness of apporved design and pattern with necessary steel reinforcement in suitable panels with necessary grooves in plaster generally as per drawing, in cement concrete of mix M15 using graded stone aggregate of 12mm, maximum size including machine mixing, form work, conveying, casting the jalli, curing in tanks, transporting the jalli, fixing the same in position in cement mortar 1:3 to the pattern as shown in the drawing, curing etc., complete all as per drawings, specifications and as directed by the Engineer-in-Charge. Note:Reinforcement for RCC Jalli shall be measured and paid under relevant item.

Providing & fixing stainless steel pipe hand rail at Balcony, Staircase & lobby, all floors & levels coforming to 304 Grade of steel, of Schedule 10-S , all as per pattern & design shown in drawing including necessary S.S bend, tees, welding / nut-bolt necessary anchoring polishing and fixing in concrete/ brick wall with S.S lugs, making pockets, concreting, making good the surfaces etc. as per specifications drawings and as directed by the Engineer-in-Charge.

Providing & fixing in position GI chicken wire mesh (Hexagonal shape) of 12mm size hole, 22 Gauge with necessary U hooks , clips or nails at all floors and levls, wherever required to prevent development of cracks in plaster surfaces, as per specifications, drawing s and as directed by the Engineer-in-Charge. (Only area of chicken mesh provided shall be measured for payment.)

Providing and fixing 40 mm nominal dia. CPVC PIPES(SDR 11) for sleeves and spouts etc at floors and locations including cutting of pipes as required and embedding in masonry/ concrete work or burrying underground with necessary cement mortar making good the surfaces, finishing/ cleaning etc. complete as per specifications, drawings & as directed by the Engineer-in-charge.

Providing/ treatment for new or existing Expansion /construction joints at all floors & levels including the cost of all materials, labour etc. as per specifications and as directed by Engineer -in - Chagre.

Providing and fixing 25mm thick bitumen impregnated fibre board [Shalitex or equivalent] for expansion joint in RCC columns, beams etc. to the full depth including providing bituminous primer and ceiling compund for the exposed edges or fibre board as per manufacturers specifications to correct line, level including cost of materials, labour etc. complete all as per specifications, ddrawings and as directed bu the Engineer-in-Charge.

Providing & fixing in position anodised aluminium flats/ angles/ plates/ sheets/ foils etc. of required size to cover the expansion joint in walls, floors, ceilings and columns etc. including drilingholes, chasing the surface wherever required, fixed with wooden gutties, rawl plugs and C.P.brass screws, making good the surface etc., complete.

Providing, forming and filling two parts of polysulphide sealant of approved make at joint of approximated size 25mmx12mm deep, including applying specified primer as required as per manufacturer's specification, depth of sealant (minimum depth is 1/2 width) to be tooled properly inside etc. complete to correct line and level, cutting . positioning, supporting, scaffolding/ double staging if any at all heights and filling with approved sealing compound etc., complete all as per specification and as directed by the Engineer in Charge. Note:Cost shall include required protective masking/taping on both sides of joints and surrounds.

Providing, hoisting and fixing 25mm thick precast reinforced cement concrete slab covers with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but ,excluding the cost of reinforcement etc. complete all as per specification and as directed by the Engineer in Charge.

Extra for providing 25mm deep drip mould to precast slabs

Providing and fixing Bitumen felt of required thickness, size suitable for Expansion/ construction joint treatment as per specifications and as directed by Engineer-in-Charge.

Providing and fixing 10mm Poly Sulphide Flexible sealant suitable for Expansion/ construction joint treatment as per specifications and as directed by Engineer-in-Charge.

Providing Dura Board - suitable thickness and minimum 150mm deep - and fixing with Epoxy/ Bitumen adhesive for Separation joints between columns including the cost of all materials, labour, tools etc. complete.

Supplyiing and fixing Fibre reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch 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 EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required etc. complete as per drawings & specifications and as directed by the Engineer- in- Charge .

Disposal off debris out side the AMD Complex premises or within the complex area including loading, unloading, transporting, depositing and levelling at the approved Municipal dumping yard(to be identified and dumped at the risk and cost of contractor) etc. all complete with cost of transportation charges, labour charges, tools & plants and royalties if any all as per specifications and directions of E-I-C. Note: For arriving net quantity, deduction towards voids @ 30% from the corresponding stack/truck measurements will be made.

Out side the premises

With in the premises

Providing SUPER FLUID MICRO CONCRETE (SFMC ) for strengthening of RCC structural members using SFMC of approved make (Compressive strength not less than 30N/mm² at 3 Days) including preparing the surface by removal of loose concrete/plaster & cleaning, supplying and applying bonding agent slurry coat (1 Volume of Bonding agent : 1 volume water: 3 volume fresh water as per manufacturer's specifications) on old concrete surface, mixing, pouring, curing etc. as per SFMC manufacturer's specifications, cost of all materials, tools& plants, labour etc. complete as per specifications and as directed by Engineer-in –Charge. Note: Only SFMC consumed alone shall be measured for payment. Cost of the other items/materials/labour /componets involved in the above item are deemed to be included in the item unit rate.

Supplying of below mentioned Anchor Fasteners and fixing/grouting them in RCC column using Epoxy mortar for strengtheng the structural members by making necessary holes to the required size/depth in RCC columns with out damaging the existing reinforcement embedded in column after tracing & mapping the column reinforcement using suitable equipment, cleaning the holes with compressed air, injecting the Epoxy mortar in holes, fixing the fastener, curing etc as per the manufacturer's specifications including the cost of all materials, tools & plants, labour etc. complete as per specifications, drawings and as directed by Engineer-in –Charge

Anchor Fastner -HIT- V (5.8)M8 x110mm grouted with HILTI HIT-RE 500 V4 EPOXY MORTAR (Minimum embedment length 75mm)

Anchor Fastner -HIT- V (5.8)M16 x150mm grouted with HILTI HIT-RE 500 V4 EPOXY MORTAR (Minimum embedment length 125mm)

Fixing/grouting of reinforcement bars / rebars of 16mm dia in RCC column using HILTI HIT-RE 500 V4 Epoxy mortar by making 20mm dia. holes to minimum 200mm depth in RCC columns with out damaging the existing reinforcement embedded in column after tracing & mapping the column reinforcement using suitable equipment, clening the holes with compressed air, injecting the Epoxy mortar in holes, fixing the reinforcement/ rebar, curing etc as per the manufacturer's specifications including the cost of all materials, tools & plants, labour etc. complete as per specifications, drawings and as directed by Engineer-in –Charge.

Providing and placing on terrace (at all floor levels) 1500 litres capacity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank including the cost of all materials, labour, transportation, installation etc. complete as per specifications, drawings and as directed by Engineer-in –Charge.

Providing and fixing 25 mm nominal bore ball valve (brass) of approved quality, High pressure, with plastic floats for polyethylene water storage tank including the cost of all materials, labour, transportation, installation etc. complete as per specifications, drawings and as directed by Engineer-in –Charge.

PART II: PUBLIC HEALTH

Providing and fixing Vitreous China Counter type Wash Hand Basin Consisting following items of work. Providing Vitreous China under counter type Wash Basin of self rimmimg 'Oval' model of size 560x410mm approx. (Tobe fixed under counter) conforming to IS 2556 along with single 15 mm C.P. brass pillar tap and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar tap, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Note:-Providing & fixing Counter including cutting hole, necessary supports, if required for 'under counter' wash basin etc. shall be paid under relevant item of civil works.

Providing & fixing vitreous China Wall hung Wash hand basin consisting following items of work:- i) Providing vitreous china wash basin conforming to IS 2556 (part-IV) and placing the wash basin in position as shown in the drawing or as directed. ii) Providing a pair of either cast iron built-in cantilever type brackets weighing not less than 1.5 kg / each to be embedded in grade M15 cement concrete block of size 100 x 75 x 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1 Kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin conforming to IS 775. iii) Cutting holes or chases in wall, floor, slab etc. & reinstating to its original condition, painting all metallic parts with two coats of approved flat oil paint over a coat of primer, finishing the gap with white / matching cement etc. all as per specification and as directed. iv) Installation and testing the entire assembly to the full satsifaction of Engineer-in-Charge and rectifying the leakages, if any.

Providing and fixing White Vitreous China Flat back wash basin size 550x281 mm with single 15 mm C.P. brass pillar tap, C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings

Providing & fixing in position following Vitreous China Wall Hung type Wash down pattern Water Closet along with white vitreous china cistern with dual flush consisting following items of work:- i) Providing Vitreous white China extended wall mounting type wash down pattern Water Closet (EWC) of size 780x370x690 mm of approved shape conforming to IS 2556 (part XVI) with integral trap outlet with / without vent including seat cover and with necessary S.S. cantilever anchor / braket supports all complete. ii) Fixing the Water closet inposition with C.I. bracket supports including cutting hole, making grove or chases in the wall, floors, slabs etc. reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete. iii)providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre 8 litres) including cistern fittings, nuts, bolts and gasket etc iv) Testing the system to the full satisfaction of the Engineer-in-Charge.,

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white 5 litre P.V.C. automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required

Providing and fixing Granite partition plate of telephone black colour with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, for urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge

Providing Water Inlet connection of following type/ make of approved quality of suitable length for wash basin, Urinal, Flush tank, Geyser outlet etc. with CP brass check nuts, nipples etc. on both ends and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints etc. complete all as directed by by the Engineer-in-Charge.

450mm long Braided hose for Wash basin.

450mm long CP brass Inlet connection for Urinal.

Providing and fixinq approved quality 6mm thick plate glass mirror of specified average 600 X 450 mm size at various locations with 6mm thick marine ply back including painting the plywood with two coats of synthetic enamel paint over coat of primer and PVC moulded frame work of approved make & shade around the mirror to required shape, suitable rivets to fix glass, including providing & fixing rawl plug in wall / RCC, drilling suitable size hole, wooden packing if necessary, resinstating the damages to original condition etc., complete all as directed by the Engineer-in-Charge.

Providing & fixing in position following approved quality CP fittings/ fixtures of 15 mm nominal dia. with ISI mark/ approved make of following type including providing & fixing specials, wall flanges and fixing to,concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg/sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specifications.

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore

Providing and fixing CP brass 2 Way Bib Cock

Providing and fixing C.P brass 15mm nominal bore angle valve/ Angular Stop Cock

C.P brass Urinal Valve Auto Closing System with Built-in Control Cock & Wall Flange

C.P Health Faucet with 8 mm dia 1.2 m long flexible tube & Wall Hook

Brass concealed Stop Cock with adjustable wall flange suitable for 20 mm CPVC Pipe Line along with compatible exposed CP part Kit of Concealed Stop Cock with Fitting Sleeve, Operating Lever & Adjustable Wall Flange

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge

Providing and fixing C.P. Brass wall flanges suitable for 15mm nominal dia bib cock/ stop cock etc.

Supplying following C.P Brass Bathroom / toilet accessories and fixing on the wall using CP brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer-in-Charge.

C.P. Brass Toilet paper Roll Holder

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms

Stainless steel Single Towel Rail 600mm Long

CP brass two way coat hook

PART II-B : Internal Water Supply System

Supplying & fixing on Exposed surfaces the following dla. CPVC, SDR-11 pipe of specified class consisting following items of work :- i) Supplying ISI marked CPVC and brass threaded fittings such as Union. Elbows, Tees, adptors, etc. ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/ screws, rawl plugs, wooden gutties and branded clamps to the pipeline exposed as per the site requirement.

iii) Making leak proof threaded/ welded/solvent cement joints wherever applicable including cutting the pipe, cleaing, marking, heating, welding, cooling etc. and the cost of jointing materials. iv) Testing the pipe line to a hydraulic pressure as per manufacturers recommendatios or as per relevant code. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damages to it's original condition. vi) Making Geyser connection, if necessary using CPVC unions, Nipples and other required CPVC Specials. SDR-11 Pipes and Fittings of approved make shall be used.

20 mm nominal size

25 mm nominal size

50 mm nominal size

63 mm nominal size

Supplying, fixing & concealing on wall the following dia. CPVC, SDR-11 pipe consisting following items of work:- i) Supplying ISI marked CPVC pipes conforming to IS and brass threaded fittings such as Union, Elbows. Tees, adaptors, etc. ii) Laying, fixing and concealing the pipe and specials for water supply, waste and over flow line by cutting 75 mm X 75 mm grove on the wall and filling the grove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof threaded joints using fusion welding, cutting the pipe including wastage, cleaning.marking, cooling etc. and the cost of jointing materials all complete. iii) Testing the pipe line to a hydraulic pressure as per manufacturers recommendations or as per relevant code.

iv) Making leak proof threaded/ welded / Solvent Cement joints wherever applicable including cutting the pipe, cleaning, marking, heating, welding, cooling etc. and the cost of jointing materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Making geyser connection, if necessary using PP-R Unions, nipples and other required PP-R Specials. vii) Providing and fixing PP-R weldable / threaded fittings such as Union, Nipples, Bends Elbows, Tees, reducers, End caps, Couplers, Adaptors, Saddles Plugs, Tank connectors, Expansion loops, Bypassbends, etc. SDR 7.4 Pipes and fittings of approved make Viii) Only brass threaded fitt ings are to be used wherever threaded joints are to be made. ix) The rate shall also include for PP-R pipe line & specials required for making connections with the existing GI / PP-R pipe line laid by other agency.

15 mm nominal size

20 mm nominal size

25 mm nominal size

Supplying and fixing GM Brass full way valves with CI wheel having ISI Mark suitable for cold & hot water CPVC pipeline conforming to pipe pressure class, making leak proof joints, including cost of brass threded fittings/specials to connect with CPVC Pipe pipe jointing materials, testing the joint s alongwith the pipe line etc all complete as specified & directed by Engineer-in-Charge.

Providing 25 mm size PVC Air Release valve having ISI mark and fixing it on the top most point of the water supply riser at terrace floor by threaded joints as per manufacturer's recommendations all as specified and directed by the Engineer-in-Charge.

Providing temporary water supply for existing by connecting the external water supply to the water supply inlet pipes in PH Shafts including the cost of all materials and labour consisting of following works: 1. Providing CPVC pipe temaporary Main -distribution pipe line connecting the all the eight PH shafts on the exteral wall and the line is to be drawn from existing main supply line of PP-R/GI. 2.Providing watesr supply connections with CPVC pipes from temaporary Main -distribution pipe line to PP-R line. 3. All the necessary dismantlings , making holes in walls and other necessary works. 4. This item work shall be done before disconnecting existing water supply pipe line net work over terrace with out distrubing the water supply to Ground floor rooms.This temporary net work shall be dismantled after providing the final permanent connections. 5.All the serviceble materials received from dismantling the temporary supply pipe line net work shall be stacked with in a lead of 150m and unservicble materials shall be disposed with in a lead of 150m. Note: The rate quoted for the items given below shall inclusive of all specials required, dismantling the net work etc. all complete.

CPVC pipe line SDR 11 50mm NB over wall surfaces

CPVC pipe line SDR 11 25mm NB over wall surfaces

CPVC pipe line SDR 11 20 mm NB over wall surfaces

CPVC valves- 50mm dia

CPVC valves- 25mm dia

PART II-C : Internal Drainage System

Supplyng, jointing and fixing following size uPVC UV-Stabilised soil/ waste/ vent quality pipes and fittings below floor & on exposed faces of wall for soil, waste, vent , antisyphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and laying uPVC, UV-Stabilised Soil/ waste/ vent pipe as per IS:13592 and IS:14735 Grade-B below floor & on exposed faces of wall of approved make. ii) Fixing the pipeline vertically using Metal clamps with rubber seal of as per manufacturers specifications iii) Laying the pipe below floor/ ground to proper slope and gradient for making connections of soil pipe line with inspection chamber or manhole, waste water connection with Gully trap Chamber including the cost of cement mortar, cement concrete, water proofing comound etc.

iv) Jointing the pipe with Solvent Cement & Rubber ring gasket as the case may be, including making holes in the walls/ floor, carrying out water-tightness test for the pipes laid as per codal provisions etc. v) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. Vi) Cutting the pipe to the length including short pieces, fittings with/ without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, cleaning pipe, single & double Y, vent cowl, WC connectors & double Y, vent cowl, WC connectors & gaskets, offsetc etc. For SOil, Rain water, waste and Vent pipe lines

50 mm dia.

75 mm dia.

110 mm dia.

Note:- 1) Cement concrete for encasing the pipe shall be paid under relevant item. 2) Rubber ring joints are to made on exposed surfaces andI solvent joints are to be provided in concealed/ underground portions.

Supplying, fixing & concealing on walls/ beams/ columns etc. the following size uPVC Pipes & Fittings of specified class consisting following items of work:- i) Supplying uPVC pipes of 50 mm OD conforming to IS 4985 and uPVC moulded plain / threaded fittings conforming to IS 7834 for waste \ water pipe line of SUPREME' make with ISI mark / equivalent approvals as per relevant standards. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm grove on the wall, fixing the pipe using metal straps wherever required and filling the grove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement \

solvent / Teflon tape ( For threaded joints) of approved make, cutting the pipe to required length, preperation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab. chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. For Urinal/ wash basin/ SInk waste (10Kg Pressure)

Providing uPVC Floor Trap/ Nahani Trap of 110x75x50 mm size and 11Ox110 mm size top tile with central strainer, having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommendation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing a nd fixing top tile with strainer & flat cover/ flush strainer, closing the side inlets with \plugs if required etc. all complete as per specification and as directed by the 1Engineer-in-Charge.

Providing 1.5 mm thick, 450x450 mm size Lead sheet flashing for following size cast iron or PVC rain water pipes, weighing not less than 38 kg/sq.m, fixing with cement mortar 1:2 mixed with water proofing compound and forming the Lead sheet to prope\ shape and grade and finishing with inlet mouth of rain water pipe including cutting RCC slab or wall, if required Iincluding the cost of bitumen, cement mortar etc . all complete.

Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms over the inlet of the rain water pipe using cement mortar/ concrete mixed with water proofing compound including the cost of fixing materials etc. all complete as specified and as directed by the Engineer-in-Charge.

PART III : ELECTRICAL WORKS

Supply, installation, testing & commissioning of 1.1 KV grade copper cable, stranded, XLPE Insulated, Cores Laid Up, PVC Innersheathed, armoured , extruded PVC Type ST2 Outer Sheathed as per IS 7098 (Part 1) 1988 with upto date amendments, fixed on wall/column/slab/false ceiling or in existing hume pipe/trench/shaft/pit/ on 5mm thick M.S. flat/GI spacer/angle/support fixed with coach screws/grouted in wall/anchor fastners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles etc providing brass cable number tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. NOTE: 1) Clamping of cables on trays including supply of clamping materials as per instructions of EIC shall be included in the scope of work.

4 core X 25 Sq.mm copper conductor cable on wall/ column/ in existing trench

4 core X 16 Sq.mm copper conductor cable on wall/ column/ in existing trench

End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket, double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

4 core X 25 Sq.mm copper conductor cable

4 core X 16 Sq.mm copper conductor cable

Ditsribution Boards, RCCB, Isolator, MCB:

Supplying and fixing of 4 way (4+12), double door, surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, double door, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs, (excluding incomer MCB and outgoing MCBs) as required.

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel,double door MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including incomers & outgoing MCBs, earthing etc. as required.

8 way (4+24), double door

6 way (4+18), double door

4 way (4+12), double door

Supplying and fixing of following rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing of 40A rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing of 40A rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Electrical wiring, Switch boards, Socket outlets & fan boxes:

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

4 X 10 sq. mm + 2 X 6 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Group A

Group B

Group C

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.

Group A

Group B

Supplying and fixing 3 Module (100mmX75mm), GI box alongwith modular base & cover plate for modular switches in recess etc. as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

5/6 A switch

15/16 A switch

5/6 A socket outlet

15/16 A socket outlet

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning tc. as required.

Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.

Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated out of 2mm thick M.S CRCA sheet with 12.5 mm dia M.S tested rod hook with brass earthing stud & welded nut from inside and 2mm thick round M.S cover plate overlapping by 15 mm, including red oxide and two coats of white synthetic enamel paints and brass chromium plated screws and cup washers for fixing and all as per instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator)

Fittings & fixtures like Ceiling fans, exhaust fans, tube lights etc:

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supply, installation, testing & commissioning of 300mm sweep, 900 rpm exhaust fans , single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm flexible chord of suitable length with 6 A 3 pin plug top, aluminium louvers shutters, rag bolt/ Anchor fasterner suitable MS angle iron frame made of 30 x 30 x 5mm, 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement painting as per specification, drawing as directed by E-I-C.

Supply & installation of 20W LED tube light fitting, cool day light, 4 feet, efficacy >/= 100 lm/ watt, IP-20, 230V 50Hz rated voltage, CRI>/=80, THD </=15%, protected against surges and transients of >/=2.5 KV confirming to IS complete with all accessories on the ceiling/ beams including connections, earthing etc. as per the instruction and direction of E-I-C.

Supply & installation of 40W LED tube light fitting, 4 feet, cool day light, efficacy >/= 100 lm/ watt, IP-20, 230V 50Hz rated voltage, CRI>/=80, THD </=15%, protected against surges and transients of >/=2.5 KV confirming to IS complete with all accessories on the ceiling/ beams including connections, earthing etc. as per the instruction and direction of E-I-C.

Supply & installation of 18W square shape LED Downlight, cool day light, efficacy >/= 100 lm/ watt, 230V 50Hz rated voltage, CRI>/=80, THD </=15%, protected against surges and transients of >/=2.5 KV confirming to IS complete with all accessories on the ceiling/ beams including connections, earthing etc. as per the instruction and direction of E-I-C.

Supply & installation of 33W, 2ftX 2ft panel light along with suitable driver, CCT(K)-6500, efficacy >/= 130 lm/ watt, IP-20, polycarbonate diffuser, 230V 50Hz rated voltage, CRI>/=80, THD </=20%, protected against surges and transients of >/=2.5 KV confirming to IS complete with all accessories on the existing false ceiling including all connections, earthing etc. as per the instruction and direction of E-I-C.

Supply & installation of 15W, 2ft LED tube light, efficacy >/= 100 lm/ watt, IP-20, 230V 50Hz rated voltage, CRI>/=80, THD </=15% complete with all accessories on the existing false ceiling including all connections, earthing etc. as per the instruction and direction of E-I-C.

Supply, installation and testing of 50W LED flood light fitting with suitable LED driver, IP 65 (minimum protection), 6500K colour temparature, 4KV inbuilt surge protection complete with all accessories on the existing truss including connections, earthing etc. as per the instruction and direction of E-I-C. The light fitting shall be got approved by the Department prior to installation.

Earthing System:

Note: Supply, installation, testing & commissioning of earthing system & associated accessories, etc, complete all as per specifications & as per the instructions of E.I.C. Note: 1) Measurements of resistance of each earth station & resistance of complete scheme of earthing layout must be measured recorded & got approved by E.I.C. 2) Jointing of the earth strip shall be with brass nuts bolts and also with solder joints. 3) Jointing of the earth wire shall be with solder joints with tinned cable sockets.

Supply, installing, testing & commissioning of heavily hot dipped GI earth plate 600 x 600 x 6 mm electrode earth station 2.5 m below ground level confirming to IS 3043 complete with all required materials like coke/charcoal, salt, brass nut-bolt & washers, watering arrangement, G.I. Pipe (B class) concrete chamber, 10 mm thick chequered plate hinged cover mounted on 40x40x5 mm thick angle iron frame & excavation in all types of soil in ground refilling & removal of excess earth within radius of 500 m. etc.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.

Telephone system:

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and drawing 4 pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of 1 or 2 Module (75mmX75mm), GI box alongwith modular base & cover plate for modular switches in recess etc. as required.

Supplying and fixing following modular telephone socket outlet on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

Supply & installation of 20 pair Telephone distribution box with back mount frame, krone connector, powder coated metal body with lock and key arrangement.

Supply and laying of 20 pair, 0.5mm telephone copper cable.

Air conditioning System:

Supply, Transportation and installation of 2.5 TR 5 Star capable of delivering 30000 BTU/hr, operating on refrigerant R-32 / R-410 Inverter Cassette type AC unit with ceiling mounted indoor unit and outdoor condensing unit Hermetically sealed compressor suitable for operation on AC supply capable of performing cooling dehumidifying air circulating and filtering with cooling and condensing units etc complete with Wireless remote controller, but without refrigerant piping and cable. With 2 years warranty and annual maintenance contract.

Supply, installation, testing and commissioning of the 25mm drainpipe with CPVC pipes with all accessories and insulation with 6mm thick closed cell nitrile rubber of the following sizes, with all required accessories

Providing 2 runs of Copper tubes for suction and liquid between indoor and outdoor unit for split/Cassette Air-Conditioner (size as per the manufacturer recommendation) including foaming etc., complete.

Miscellaneous items:

Supply, installation of 40mm dia PVC conduit sleeves in beams/ column/ slab for passing electrical cables/ conduit as per instruction of the Engineer-in-Charge.

Note-1: General Notes 1.For their own interest, contractors are advised to inspect the site with prior permission before quoting their rates. 3. All the samples of materials which are to be used shall be approved by the department in advance. 4. The contractor shall comply with the provision of the Payment of Wages act 5. Rates quoted shall be inclusive of all cost of materials, labour, carriage, taxes, GST, labourcess, water charges, elctricity charges, signorage charges, wastages etc.. 6. Rates quoted shall be excluding the amount of EPFO and ESIC contributions. EPFO and ESIC contributions are reimbursable on production of valid proof of payment made by the contractor as per CPWD norms.

VENKATESH CONSTRUCTION CO. (BID ID -3160811)