Type II CISF Quarters

Amount

I. EARTH WORK :

Felling down carefully trees of girth (measured at a height of 1.0m above ground level) including necessary excavation, removal / destruction of roots, filling the excavated pockets thus formed with good earth, compacting the same, cutting the trunks and branches of trees into suitable pieces, transporting, stacking and disposing the same at the location as directed by Engineer – in – Charge.

a) Girth from 301 to 600mm.

b) Girth Above 600 to 1200mm.

c) Girth Above 1200 mm

Earth work excavation in foundations in all soils other than soft and hard rock upto the depths specified below including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc.

a) Upto 1.50 m depth from average ground level.

b) Above 1.50 m to 3.00 m depth from average ground level.

Earth work excavation in foundations in soft rock upto the depths specified below including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc.

a) Upto 1.50 m depth from average ground level.

b) Above 1.50 m to 3.00 m depth from average ground level.

Earth work excavation in foundations in Hard rock using wedging, chiselling or any approved method upto the depths specified below including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc.

a) Upto 1.50 m depth from average ground level.

b) Above 1.50 m to 3.00 m depth from average ground level.

Cutting of hard rock using plasma cutting using diesel flame under pressure for hard rock followed by pneumatic chiselling in fooundations or retaining wall as directed by Engineer-in Charge, cutting using disel plama gun under 3.5 kg/sqcm, with air using compressor including all equipement complete in line and level as directed by EIC. Note:The rock excavated using this method will be payable over and above the payment of above items mentioned in Earth work excavtion for hard rock, contractor required to quote extra over rate for hard cutting.

a) Upto 1.50 m depth from average ground level.

b) From 1.50 m to 3.00 m depth from average ground level.

Murrum from barrow areas from approved earth source from outside for filling in plinth, flooring, roads, apron and leveling the area around the proposed building to required levels after using of approved excavated soil, conveying the approved excavated with all lead, depositing in layers not exceeding 250 mm in thickness, spreading, breaking clods, lumps, watering, dressing, leveling, compacting and consolidating each layer of the filled earth with approved means watering and consolidating with suitable means, including clearing of all the areas involving excavation and filling of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300 mm girth measured at 1.0 m above ground level, etc. and disposing the spoils within a distance of 50 m as directed.

Filling available excavated earth ( excluding rock) in plinth , sides of foundation etc., in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m.

Excavation in Cutting/Banking/Filling for site leveling or leveling over areas, around the buildings, in plinth, flooring, road formation, aprons, etc., to required levels by mechanical means in all kinds of Soils except Soft and Hard Rock, conveying the approved excavated earth within 200m lead, depositing in layers not exceeding 250mm in thickness, spreading, breaking clods, lumps, watering, dressing, levelling, compacting and consolidating each layer of the filled earth by watering and consolidating with 8 to 10 Ton roller, to proctor density of 95%, dressing the top and sides to correct levels, slopes/camber, grades, profiles, etc., including clearing of all the areas involving excavation and filling, of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300mm girth measured at 1.0m above ground level, etc., and disposing the spoils to places as directed, etc., complete all as directed. Note: 1. Proctor density test of consolidated soil shall be carried out and will be paid under separate item. 2. Spoil should be disposed of within 200 mts. 3. Quantity of cutting will be measured for payment

Lead charges for the 1/ 2 KM or part thereof for additional lead over the initial lead of 50 m by mechanical transport, including loading, unloading, stacking, the disposable soil, rock etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively.

a) For soil for 1KM lead.

b) For Debris/rock 1Km lead

c) For soil for 2KM lead.

d) For rock/debris for 2KM lead

II. CONCRETE (PLAIN AND REINFORCED) :

Plain Cement Concrete 1:2:4 using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. 2. Sand shall be manufactured sand.

Plain Cement Concrete 1:3:6 using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. 2. Sand shall be manufactured sand.

Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Ultra Tech, Birla Ready Mix of Grade M - 30 (Minimum Cementitious Content not less than 330 Kg/Cum) up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. 2. Sand shall be manufactured sand.

a) Below FFL

b) Above FFL

Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-20 insitu mixing BY WEIGH BATCHER using ordinary Portland Cement conforming to IS 8112 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches with and without holes including formwork but excluding reinforcement. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. 2. Sand shall be manufactured sand.

III. FORM WORK :

Providing centering and shuttering using steel shuttering plates at all depths and heights below and above plinth level, vertical, horizontal, inclined including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete etc., complete as directed for Foundation, pedestals, plinth beams, etc.,

a) Below and Upto Finish Floor Level

b) Above Finish Floor Level

IV. REINFORCEMENT & STRUCTURAL STEEL

Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag,Sail, JSW make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and directed.

Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI in heavy quality conforming to relevant BIS2062/ 1239 of required shape and size, welding anchoring legs not less than 12mm dia MS rods, placing in position in concrete while casting, including painting with one coat of approved anti corrosive paint of shalimar product for embedded portion of pipe as per drawing in line, level and plumb complete as directed.

Supply, Fabrication and Erection of Structural Steel work using Rolled Steel Joists, Beams, Channels, Plates, etc., at all levels above and below plinth level including supplying of steel sections and plates conforming to BIS 2062 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make), loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts and nuts from approved source, erecting using derricks/pulleys or any suitable means, fixing in position and painting with one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge.

Providing and Drilling holes of 25mm dia to a depth of 600mm in the existing rock and providing and fixing 16mm dia HYSD bars of 1200mm length and grouting with non-shrink, free flow grout pf M/s. ACC or Fosrac of Grade not less than 30 N/Sqmm for anchorages of reinforcement rods including cleaning testing with water for fissures if any, cost of all meterials, etc., complete as directed.

V. STONE MASONRY :

Random rubble stone masonry using approved local stones in foundations/pedestals and drains at all depths below finished floor level in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc., using crushed stone sand of grade conforming to BIS 2116, complete as specified and directed.

VI. BRICK MASONRY :

Brick work using quality flyash (non modular) bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) at and at all depths below plinth level in foundation and in plinth, storm water drains, etc., simultaneous pointing with same mortar below ground level, and ranking out joints above ground level, curing etc., complete as per specifications and as directed for sub structure etc.,

Brick work using quality flyash bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116 ) at all depths and heights below and above plinth level including pilasters, steel / tubular scaffolding, raking out joints, curing etc., complete as per specifications and as directed in super structure.

Half brick masonry using non modular fly ash bricks of class designation 10, conforming to IS :12894 in partition walls in cement mortar 1:4 (1 cement :4 using crushed stone sand of grade conforming to BIS 2116) all depths and heights below and above plinth level including scaffolding, raking out joints, curing, etc., complete including providing stiffeners of reinforced cement concrete 1:2:4, 115 mm x 75 mm size at every 900 mm height, necessary formwork, curing, etc., complete as per specifications and as directed but excluding reinforcement. Note:- Reinforcement will be paid under relevant item.

VII FLOORING :

Providing and laying at all floors and levels 6mm (min) thick first quality glossy/ matt / antiskid/rustic / digital collection etc. ceramic tile flooring as per the approved pattern and colour as mentioned below conforming to IS 15622 latest of edition from approved list of maufacturers or equilvalent laid in cement mortar bedding / backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings/cutout if necessary, wastage and final cleaning of surfaces as required, curing etc.complete all as per drawing specifications & as directed by Engineer in charge. a) In flooring with rustic/matt finished/ 300x300mm, 600 x 600mm or equivalent approved sizes of ceramic tile laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 sand) b) In skirting laid over 12 mm thick CM 1:3 backing. c) Anti skid ceramic tile with 300x300 or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. In dado / clading with tile of size 200x300mm or size as per working drawing laid over 12 mm thick CM 1:3 backing for toilets. d) Sand shall be crushed stone sand. e) Tiles shall be of make Kajaria/Regency/Somani/Jhonson & Jhonson Note: i) Quoted rate shall include extra cement mortar required to match the water proofing plaster if any to maintain the lines and plumb of dado. ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.

a) Anti skid ceramic tile with 300x300 or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. for toilets and utility area.

b) In dado / clading with tile of size 200x300mm or size as per working drawing laid over 12 mm thick CM 1:3 backing for toilets, utility area and kitchen.

c) Ceramic tile with 300x300 or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. for Kitchen.

d) In skirting laid over 12 mm thick CM 1:3 backing.

Providing and fixing 18 mm thick Granite flooring/dado using slabs of gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse Msand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish incuding making holes, molding half round/full round nosing and grooves for antislippery measure etc. complete at all levels as specified and directed.

Providing and laying double charged vitrified floor tiles/full body vitrified in 600x600mm size (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make like Kajaria/Regency/Somani/Jhonson & Jhonson , in all colours and shades, laid cement mortar , jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete for entrance foyer, corridors, lobbies, etc. Note: i) Quoted rate shall include extra cement mortar required to match the water proofing plaster if any to maintain the lines and plumb of dado. ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.

a) In flooring with glossy/rustic/matt finished 600x600 mm or equivalent approved sizes of double charged vitrified tile of make Somany/Kajari or approved equivalent laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 sand)

b) In skirting laid over 12 mm thick CM 1:3 backing.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge for pathway

Kota stone slabs 25mm thick in risers of steps, laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse Msand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. in all levels/height with all lead and lifts including labour, necessary tools and plants, all material, including edging/ nosing and making grooves as per arch design etc,. and as per the direction of engineer in charge.

Providing & fixing 25MM thick Kota stone flooring using stones /slabs of 600mm approx.,of 20mm to 25mm thick for landing of staircase laid over 20mm (average) thick base base of 1:4 ( 1 cement : 4 coarse Msand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete w in all levels/height with all lead and lifts including labour, necessary tools and plants, all material, etc,. and as per the direction of engineer in charge.

Providing & fixing Kota stone of 25mm thick for shelves/partitions for cupboards including making the chasing, filling in CM 1:3 M sand, finishing , rubbing and polishing complete in all levels/height with all lead and lifts including labour, necessary tools and plants, all material, etc,. and as per the direction of Engineer In Charge

Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) cahrges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavatopr/approved means at OMC and compacting with suitable means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: ( Payment will be made based on levels for finished item)

VIII: DOORS AND WINDOWS

Providing and fixing factory made single extruded WPC ( Wood polymer Composite ) solid door/window/ceosetory windows & other FRAMES / CHOWKHAT comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) fabricated with miter joints after applying PVC solvent cement screwed with full body threaded star headed SS screws having minimum frame density of 750kg/cum , screw withdrawal strength of 2200N (Face ) & 1100 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent and fixed in position with M.S hold fast / lugs / SS dash fastners of required dia and length complete as per direction of Engineer in Charge. ( M.S hold fast / lugs or SS dash fastners). Note : For WPC solid door/window frames , minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

a) Frame size 50 x 100 mm.

b) Frame size 65 x 100 mm.

Providing and fixing factory made single extruded wpc ( Wood polymer Composite ) solid plain flush door shutter of required size comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) having minimum frame density of 650kg/cum , screw withdrawal strength of 1800N (Face ) & 900 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent, include providing and fixing with stainless steel butt hinges of required size with neccessary full body threaded star headed counter sunk S.S Screws, for each door complete as directed. For toilet doors all as per direction of engineer in Charge.

a) 30 mm thick.

b) 35 mm thick.

Providing wood work with CP teakwood in frames for doors using II class teakwood at all heights above plinth level wrought framed and fixed in position including providing and fixing with suitable size of coach screws wherever required / M.S. hold fasts of size 40 mm x 3 mm and 200 mm long, bent to shape embedded in cement concrete 1:2:4 blocks for door frames, fixed in position with necessary lugs rawl plugs and screws and coach screws, applying one coat of approved wood primer to the exposed surfaces of door frame and two coats of bituminous paint to the surfaces of frames in contact with masonry/concrete, etc., complete as indicated in drawings and as directed for Main door

Providing and fixing in position double/single leaf flush door shutters of solid block board core, 35 mm thick, BWR grade, at all heights above plinth level internally lipped with second class teakwood, 25 mm deep along all edges of shutters bounded with water-proof type phenol formaldehyde synthetic resin, hot pressed, Chemicaly treated and pre-lamination of required design, colour and pattern / teak vineer on both faces/ requisite finish providing and fixing under pressure with approved type adhesive 200 x 150 mm laminated sheet on both sides where mortice lock is fixed including providing and fixing 2nd class teak wood rebate at meeting junction of shutters in case of double door shutters, including providing &fixing ISI marked 3 nos SS butt hinges with SS pin size 125 x 63 x 1.9 mmwith screws, &fixing hinges supplied under relevant item to shutter and frame and complete generally as shown in drawings and as specified and directed for single door shutter / double door shutters for main door.

Providing and fixing in position epoxy powder coated (minimum thickness of power coating 50 microns) aluminium sections/aluminium sections for fixed partition/wall span/ventilators/doors and sliding windows, etc., using extruded built up standard tubular and other sections of approved make (Jindal/Hindal/Alumin co sections as shown in the drawing or its approved equivalent sections) and confirming to IS 733 and IS 1285 of required available colour, manufactured to relevant IS Standard Specifications including applying Epoxy coating of required thickness, fixing with rawl plugs and screws or fixing with clips or with expansion hold fastners, glazing with 4mm/5mm thick glass of float glass quality, aluminium butt hinges of approved make and size (wherever required), necessary filling up of gap at junctions at top, bottom and sides with required PVC/Neoprene felt, etc, including cleat angles, aluminium snap beading for glazing/panelling, PVC lining, C.P Brass/Stainless steel screws, nuts, washers, weather strips, handles with locking arrangements making draining holes, etc., including providing and fixing other accessories with ISI mark wherever applicable to windows, fixing suitably with brick wall/RC column structures, filling the gaps between structural opening and aluminium frame work with polysulphide/GE Siliconates, generally as shown in architectural drawings and as directed (Glazing and Panelling to be paid for separetely).

Providing and fixing glazing with 4 mm thick plain float glass (weight not less than 10kg/sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDM lining as per the drawing and as directed for ventilators.

Supplying and fixing to wooden doors at and at all heights above plinth level approved 6 lever cylindrical mortice locks of Godrej /Everite make or approved equivalent make comprising brass body and all parts including sticking plates made of brass, stainless steel keys in duplicate, a pair of mortice lock handles of approved pattern of Godrej make or its approved equivalent make with approved cadmium plated brass screws of appropriate size etc., complete as directed to single/double shutters for all doors

Supplying and fixing to wooden doors etc. and at all heights above plinth level approved anodized extruded aluminium tower bolts conforming to relevant IS specifications (‘Classic’ or its approved equivalent) with approved cadmium plated brass screws of appropriate size etc., complete as directed.

a) using 250 mm long, 10 mm shoot.

b) using 150 mm long, 10 mm shoot.

c) Baby latch

Supplying and fixing to wooden doors at all heights above plinth level approved anodized extruded aluminium handles with round grip and face plate conforming to relevant IS specifications and with ISI marking ‘Classic’/JYOTHI or approved equivalent and of size 125 mm (grip) with approved cadmium plated screws of appropriate size etc., complete as directed.

Supplying only approved anodized extruded aluminium heavy quality butt hinges generally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size75x45x3.2mm with cadmium plated wood screws of appropriate size etc., complete as directed

Supplying and fixing to wooden doors approved anodized aluminium aldrop conforming to relevant IS specifications and with ISI marking classic/ J.S.E. (ECIE) make or any approved equivalent of size 250 x 19 mm with suitable approved CP brass screws, machine screws or bolts for securing clamps from inside etc., complete as directed.

Supplying and fixing at and at all heights above plinth level hydraulic door closures of ‘EVERITE’/Godrej make or approved equivalent confirming to IS 3564 with all fixtures, fittings and approved screws of appropriate size etc., complete as directed.

Supplying and fixing to doors at and at all heights above plinth level approved best quality anodized extruded aluminium hanging floor door stoppers with rubber cushion (anodic coating not less than grade AC 10 as per IS 1868))transparent or dyed to required colour and shade, with necessary screws etc., complete for twin rubber stopper.

Supplying and fixing to wooden doors approved brass Door Eye / Viewer with Flip Cover, Finish Satin Brass with Ultra Clear lens of minimum Dimensions: 30 mm x 35 mm with suitable fittings., complete as directed for main door.

Providing and fixing in position of 2nd class teak wood of Architrave of finished section 15x20mm to doors at all floors as per drawing including providing and fixing wood screws at 600mm C/C with french polish with malamine coating etc complete as directed for main door.

Providing and fixing fly/mosuito proof stainless steel grade 304, mesh wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm,fixing with 2nd class teak wood beading not less than 12X19 mm to windows and clerestory windows all complete for windows of quarters & main door of quarters.

Providing wood work with CP teakwood in frames for doors & cupboards using II class teakwood at all heights above plinth level wrought framed and fixed in position including providing and fixing with suitable size of coach screws wherever required / M.S. hold fasts of size 40 mm x 3 mm and 200 mm long, bent to shape embedded in cement concrete 1:2:4 blocks for door frames, fixed in position with necessary lugs rawl plugs and screws and coach screws, applying one coat of approved wood primer to the exposed surfaces of door frame and two coats of bituminous paint to the surfaces of frames in contact with masonry/concrete, etc., complete as indicated in drawings and as directed

Providing and fixing 25mm thick pre-laminated High density fibre board exterior grade ( Grade-I) IS:14587:1998 marked with one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary screw etc all complete.

Providing and fixing 50 mm special quality CP brass cupboard or ward robe locks with six levers of approved quality including necessar screws etc. complete.

Providing and fixing Double strip (horizontal type) magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. complete.

Providing and fixing 125 mm CP brass handles with screws etc. complete

Providing and fixing nickel plated Curtain rod with required accessories and nickel plated brackets (heavy type).

Providing and fixing M.S. grills/ frames & shutters of doors / windows etc. with M.S. flats, square or round bars or hollow tube of requisiste size, of required pattern etc. conforming to relevant BIS code of SAIL/Tata/JSW make including providing SS hinges @1m c/c , welding/ screws/ bolting/ self tapping screws , aldrop of 19x200mm, applying Zinc chromate priming coat and two coats of synthetic enamel paint including all fixtures and screws etc. complete as specified and directed. for Qtrs main door/windows /Above balcony parapet wall.

Providing hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertival and horizontal Fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement: 2 coarse sand), including thecost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm)

IX. PLASTERING AND POINTING :

Cement plastering 6 mm thick for ceiling with cement mortar 1:3 (1 cement :3 river sand) finished smooth finish with including hacking of concrete surfaces, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed.

Cement plastering 15 mm thick for internal walls in cement mortar 1:4 (1 cement :4 river sand) , and at all heights above plinth level over brick walls or concrete surfaces including making necessary grooves in between junctions of brick masonry and RCC and also other places wherever required over brick walls or concrete surface, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed.

Sand faced plaster 20 mm thick in 2 coats over exterior masonry and concrete surfaces at and at all heights above plinth level as given below with base coat in cement mortar 1:4 (1 cemen:4 sand) with approved integrated water proofing compound @ 2% by weight of cement, of M/s. Fosroc/Demach/ Huntsman/ Pedilite/ SIKA Qualcrete / MBT or as per manufacturer’s specifications, 12 mm thick and finishing coat in CM 1:3 (1 cement:3 sand), 8 mm thick, final rendering, making necessary grooves, bands, drip moulds as required, finished smooth internal putty(lapam) of Birla/Jk of not less than thickness 1mm(one) thicknes) double steel/tubular scaffolding wherever necessary, hacking of concrete surfaces, curing, etc., complete as specified and directed.

Providing and applying white cement based putty in two coats with average thickness not less than 1 mm, of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete.

X. WATERPROOFING :

Water proof plaster in cement mortar 1:3 ,with waterproofing compound make of ( M/s Fosroc , MBT, Sika, Sunanada Chemicals etc.) @ 2% by weight of cement including scaffolding, curing, hacking of concrete surfaces etc. Complete a) 15 MM thk for underground drains and lift pit etc.

Providing and laying integral cement based water proofing treatment of average thickness of 110mmm ( minimum 65mm thick) including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

Providing cement based waterproofing treatment to the sunken floor of water closets, bath rooms, nahanis from inside at all heights above plinth level giving injections to the concrete surface as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honey-combs, etc., in the concrete, applying waterproof plaster of about 25 mm thick for the floor area of the depression and about 18 mm on the side walls of the depression and continue the vertical treatment if necessary on the walls above proposed floor finish with making surface suitable and even to receive tiles, testing the treatment for water tightness by impounding water for 7 days etc., complete.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

For vertical surface two coats @ 0.70 kg per sqm

For horizontal surface one coat @1.10 kg per sqm.

Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the Dept. at all floors and locations upto the required level and making the surface finished suitable to receive floor finish etc. all complete as per drawings and water proofing agency's specifications & as directed by the Engineer in charge.

Providing and Placing in position suitable PVC water stops , Serrated with central bulb (225 mm wide, 8-11 mm thick), conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as specified and directed

XI. PAINTING:

Walls and ceiling painting with premium acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.of Asian or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger brand, manufacture and shade over two coats of approved primer at all heights above plinth level including preparing the surfaces, scaffolding and cleaning, etc., complete and as directed.

Painting exterior walls on sand faced plaster with two coats of Alkali & fungal resistance, dirt resistance exterior paint with comprehensive warranty of 5 years of required shade of Makes Asian - Apex Ultima or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger, of exterior quality haying 100% acrylic, of approved shade including preparing surfaces, external putty of Birla or its approved equivalent wherever required applying one coat of approved primer as per manufacturers specification, applying and filling cracks or wherever required for external filler, curing, scaffolding, cleaning, etc., complete. Note :- Minimum Usage Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. or as per manufacturer's specification

Painting wooden surfaces with one coat of wood primer and two coats of synthetic enamel paint Asian, Pidilite, Johnson & Nicklson, Nerolac, berger, of approved shade including preparing surfaces, cleaning, sand papering, including applying and filling crevices or wherever required suitable filler etc, scaffolding, cleaning, etc., complete for main door.

Polishing to wood surfaces/ teak vineer surfaces with malamine coating

Water proofing cement paint in two coats in all floors and locations for concrete /wall surfaces in shafts paint of Asian, Pidilite, Johnson & Nicklson, Nerolac, berger,including sand papering and cleaning the surfaces, filling up cracks and crevices if any with approved putty, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-charge for ducts etc..

XII. MISCELLANEOUS ITEMS :

GI pipe hand rail made out of 32 mm /25 mm nominal bore GI pipes (Jindal, Tata or equivalent) of medium quality conforming to IS 1239, 32 mm n.b. as top fabricated horizontal and vertical members and 25 mm nominal bore as middle and /bottom horizontal members at and at all heights above plinth level, cut to size and shape including necessary bends, tees or with welding as required and fixed in position by grouting or by welding to insert plates provided etc., complete, painting with a coat of approved primer comparable to receive polyurethane paint, etc., complete as specified and directed. for type B

Providing and fixing 110 mm n.b.un-plasticised PVC rain water pipes with necessary PVC clamps and wooden gutties of approved make conforming to IS: 13592 type ‘A’with injection moulded fittings jointing with approved synthetic adhesive seal rings conforming to IS: 5382 embedding the slab junctions leakproof testing complete in line, level and plumb all as directed.

Providing and fixing CI gratings conforming to IS 1729 for rain water pipe entry mouths/filter bed, etc., including chasing making holes in existing masonry concrete surfaces, refilling with cement concrete 1:2:4 reinstating to the original conditions, painting with two coats of bitumastic paint, all in level and line complete as directed and specified for rain water mouths.

Supplying, lowering, laying, mentioned below the nominal bore, RCC SPUN PIPES (Class NP2)/NP-4 conforming to IS:458 with necessary collars, laid to correct grade and levels at and at all depths below plinth level including cutting to lengths, jointing with hemp yarn and cement mortar 1:1, caulking the joints and finishing, curing, etc., complete as specified and directed.

a) 150mm NB

b) 300mm NB

c) 600mm NB

Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout of shrinkhomp-30N/Sqmm of M/S A.C.C, Fosroc or equivalent mixed with filler like sand in 1:1, including shuttering wherever necessary at and at all depths and heights below and above plinth level complete as specified and directed. note: Weight of grout used in the work will be measured for payment. However, the rate quoted shall inclusive of all materials.

Providing and fixing G.I. chain link fabric fencing, made of G.I. wire of dia 4 mm encaptulated with PVC ( final dia not less than 5mm) of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting.The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Providing and fixing CI cover and frame conforming to IS 1729 for over tank etc., including chasing/making holes in existing masonry/concrete surfaces, refilling with cement concrete 1:2:4 reinstating to the original conditions painting with two coats of bitumastic paint all in level and line complete as directed and specified.

Polycarbonate Sheeting of 1.5 mm thick, Pressed to matching trough Corrugations of roofing of GE make, Everest or any other approved equivalent make for sky lights including sealing around sheets with GE Siliconates or any other sealants, treating for rain proof, fixing sheeting with SS self tapping screws etc., complete as directed.

XIII: WATER SUPPLY

Supplying, laying and fixing CPVC pipes confirming to ASTM D2846, SDR -13.5 at a working pressure of 320 PSI at 23 deg C, complete with all fittings and clamps, Fittings (Conforming to relevant IS/ASTM/BS code), in trenches, floors, walls including embedding if necessary, joining of pipes and fittings shall be done by solvent cement conforming to ASTM F-493, including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks in wooden plugs or embedding in walls and floors, cutting pipes to required lengths, making connections, cutting chases or holes in walls with machine & making good the same, testing, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (CPVC pipes shall meet National Sanitation Foundation (NSF) requirement for drinking water system)

a) For the following Nominal Bore (NB) pipe: 20 mm

b) For the following Nominal Bore (NB) pipe: 25 mm

c) For the following Nominal Bore (NB) pipe: 32 mm

d) For the following Nominal Bore (NB) pipe: 40 mm

e) For the following Nominal Bore (NB) pipe: 50 mm

Providing and fixing in position heavy pattern screw down Gun metal ball valve with ball SS confirming to IS.778 with hand lever 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 specification.

a) 25 mm n.b.

b) 32 mm n.b.

c) 40 mm n.b.

d) 50 mm n.b.

Providing, fabricating and fixing the following sizes G.I PIPE INSERTS of length not less than 800mm fabricating out of GI pepes confirming to IS 1239, of heavy quality with threaded one side/ two sides suitably protected, including supplying and welding a puddle flange fabricated out of 200mm*200mm plate of 6mm thick and fixing the inserts to watertank walls/slab for inlett,outlet,scour, overfloor connections completed all as directed.

a) Outlet connections of 50 n.b and above.

b) For scour with a GI screwed socket and plug of size 50mm n.b

c) For inlet and over flow 50mm n.b

XIII. DRAINAGE

Providing & laying UPVC under ground drainage pipes & Fittings of Sudhakar/Nandi/Godavari make for storm water drains& sewerage pipes of following size conforming to IS:15328 to proper level & grade, jointing including prviding coupler with cement solvent / welded joints / as per manufacturer's requirement, including encasing the pipe alround using cement concrete 1:3:6 complete to an offeset of D/2 where D= dia of entire pipe length pipe all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc

a) 110 mm DN (SN 8kN/m²-SDR34)

b) 160 mm DN (SN 8kN/m²-SDR34)

Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, antisyphonege, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Grade-B laid in floor & on Exposed faces of wall of Supreme make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of Supreme make Cat. No. SWRMCR 1to6. iii) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. iv) Laying the pipe below floor / ground to proper slope and gradient for making connections of soil / waste water pipe line with inspection chamber or Manhole, including the cost of cement mortar, cement concrete, water proofing compound etc. v) Jointing the pipe with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Giving water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at consealed locations. vi) Necessary cutting to the required 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, gaskets, offsets, Tank / WC connectors etc.

a) 75 mm n.b. pipes

b) 100 mm n.b. pipes

Construction of rectangular CHAMBERS of internal clear dimension of mentioned below ( internal clear) in 230 mm thick brick masonry in cement mortar 1:6 over a bed of 150 mm thick 1:4:8 cement concrete in foundation, plastering with cement mortar 1:4, 20 mm thick on inside, and all outside exposed surfaces finished with a floating coat of neat cement, 1:2:4 cement concrete for benching in slope 1 in 30 and channel finished with neat cement, brick corbelling at top if necessary to provide clear opening and providing and fixing CI cover with frame of light duty single seal pattern weight not less than 33 kgs embedded in cement concrete 1:2:4, providing and fixing PVC encaptualted MS rungs of 20mm square, each at 300 mm centre to centre if depth exceeds 800 mm, painting CI cover and frame and CI steps with two coats of bitumastic paint etc. complete-For depth of chamber not exceeding 900 mm. However minimum depth of chamber not less than 450mm

Extra over above item for depths beyond 900 mm of Rectangular chamber including providing and fixing PVC encaptulate MS rungs 200 square, each @ 300 mm C/C, staggered vertically and horizontally etc., as per specifications.

Providing uPVC Gully Trap of 150 X 100 mm size with 100 mm outlet with Grating of approved Make, placing at correct position, embedding in cement concrete 1:2:4, 100 mm thick alround complete.

Providing uPVC Floor Trap (Multifloor trap of 110 x 75 x 50 size of Supreme make Cat No. NSPHMTS04L / NSPHMT005L and 3 pc top tile & flush strainer, mat finish of Supreme make Cat No. NSPHTT201L/NSPHTT200L.) / Nahani Trap of following size having not less than 40 mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover / flush strainer, closing the side inletes with plugs if required etc. all complete as per specification and as directed by EIC.

Supplying and dry filling of aggregate of granite stone metal/chips including screening, depositing neatly in layers in Rain Water harvesting pits

(a) Stone clips 50 mm

(b) Stone clips 6 mm

(c) Coarse sand

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design.

XV. SANITARY ITEMS :

Providing and fixing EUROPEAN WATER CLOSET, comprising a) European water closet best Indian make, in light colour glazed vitreous, with integral ‘P’ or ‘S’ trap. b) Plastic low level flushing cistern of gleaming light colour shade, best quality, champion or approved equivalent, conforming to IS:7231 complete with all internal fittings, matching heavy quality PVC flush bend mounted on a pair of white enamel painted CI brackets. c) 15/20 mm n.b. heavy quality PVC inlet of heavy quality connection with CP brass unions connected at ends. d) 15/20 mm n.b. screw down variety heavy quality C.P. brass stop cock conforming to IS:781. e) Solid plastic heavy quality seat with lid of approved make and colour with C.P. brass pillar hinges, conforming to IS:2548 (Part I&II). f) 15/20 mm n.b. heavy quality CPVC overflow pipe with specials from cistern to 150 mm above floor level painted and terminated with mosquito-proof perforated cap.

Providing and fixing approved ORRISA PATTERN W.C. SUITE of HINDWARE Brand as per Orissa Pan (Eco) Model ' Cat. No. 20042 (or) CERA Brand Snow white colour Orissa Pan as per ' Cat. No. 2071 (BR) a) Orissa patterns W.C. best Indian make in light coloured glazed vitreous chinaware, 580 mmx400 mm with ‘P’ or ‘S’ trap. b) PVC low level flushing cistern of 10 lts. Capacity conforming to IS:7231 with all internal PVC fittings mounted on a pair of CI brackets of heavy quality with 32 mm nb PVC bend of required length complete. c) 32 mm nb PVC flush pipe of appropriate length with all fittings synthetic adhesive cement jointed concealed in wall. d) 15 mm n.b. heavy quality PVC inlet connection with CP brass unious at ends e) 15 mm n.b. heavy quality G.I. pipe and specials for overflow from cistern upto 150 mm above floor level concealed in wall and terminated with 15 mm n.b. CP brass mosquito proof jalli etc. complete f) 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781. g) 15 mm n.b. heavy quality CPVC overflow pipe with specials from cistern h) Provided and fixing CP brass Angle valve for 15 mm n.b.

Providing & fixing vitreous China undercounter/Overcounter 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 M 15 cement concrete block of size 100 X 75 X 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin, conforming to IS 775 for Wall hung basin.( For wall hung wash basin) iii) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin 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. ( For under/over counter wash basin ) iv) Cutting holes or chases in wall & 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 for wall hung basin.. v) Installation and testing the entire assembly to the full satisfaction of Engineer- in- charge. vi) C.P. brass waste of standard pattern, 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781., 32 mm CP brass bottle trap, with extension pieceincluding painting of fittings and brackets, cutting and making good the walls wherever required complete as specified and directed

a) Vitreous China semi pedestal Wall hung Wash Hand Basin, 570x480 mm size of HINDWARE Make Studio model Cat. No:10096 & pedestal 11038 or equivalent.

Providing and fixing in position bevelled plain edged mirror 600 x 450mm made out of best Indian glass of 6 mm thick of approved manufacturer, mounted on plywood sheet/ plain AC sheet of 6 mm thick fixed in position with four number of CP brass screws with detachable CP brass caps, washers, rawl plugs, etc., complete as directed.

Providing & fixing in position following type CP fittings/ Fixtures/Faucets of 15 mm nominal dia. with ISI mark/ approved make 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.

a) Providing and fixing heavy quality fancy variety C.P. brass screw down BIB TAPS of M/S. Jaguar/Hindware make conforming to IS: 8931 on G.I. lines- size 15/20 mm.

b) C.P brass 2 Way Bib Cock with wall flange of Jaguar Cat.No. ORM 10041

c) Proving and fixing in toilets Health faucet of Jaguar Make (ALD-CHR-585) or equivalent with 1 metre long Easy flex tube in chrome finish and wall hook etc., complete as directed.

d) C.P brass single lever basin mixer of 'Jaquar' cat. No. ORM-10011B.

Supplying following C.P Brass/SS Bathroom / toilet accessories of following make 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 E-in-C.

a) Stainless steel Toilet Paper Roll Holder, recessed type with flap of Jaguar Cat. No.AHS - 1553

b) Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531.

c) Stainless steel Towel Rail/Grab bar of Jaquar Cat. No. AHS-1507.

d) CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P.

e) Glass shelf 600 mm long as per Jaquar cat. No: ACN-1171N

f) Towel Ring square with round flange of Jaquar Cat. No. CAN 1121N

g) Proving and fixing SS AISI304(18/8) sink as per IS-13983 with CI brackets and SS plug 40mm, including painting of fittings and brackets. Cutting and making good the walls wherever required for 510x1040x250mm (D) with drain board sink.

h) Proving and fixing 40mm nb CP brass long waste coupling with PVC Flexible waste pipe of length not less than 800mm for washing trough etc., complete as directed.

i) Providing and fixing decorative round shaped CP brass Shower rosewith 15 or 20mm inlet of 150mm dia, of easy and clean design on GI lines with built in ball joint for directional change etc complete as directed.

j) Proving and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931 for 15/20mm nominal bore, complete as directed.

XVI. ROAD WORK :

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m ,above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in rough excavation in all kind of soils, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m

Surface excavation not exceeding 300mm to 450mm deep for road, pavement, building area, formation etc in required camber, profile, excavating using mechanical equipment or any suitable means, filling the ditches with the good available earth, spreading, breaking clods, lumps, watering, dressing, leveling, compacting and consolidating surface with 5 to 8 tonne roller including clearing of all the areas involving excavation and filling of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300 mm girth measured at 1.0 m above ground level, etc. and disposing the spoils within a distance of 50 m as directed for area levelling/ land grading before start of work for flooring and road work.

Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavatopr/approved means at OMC and compacting with suitable means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: ( Payment will be made based on levels for finished item of work).

Providing and Laying in position RMC of Ultratech, Aparna, Charminar make, of grade M20 or 1:2:4 in-situ mixing by Weigh Batcher using Pozzolona Portland Cement conforming to BIS 1489 of brand M/s. ACC, UltraTech, Raasi, Birla, Coramandal, Andhra Cements Ltd., KCP using river sand and graded stone aggregates of 40mm maximum size including mixing Superplastizer of brand M/s. Fosroc, Demach, Huntsman, Pedilite Sunanda Chemicals, Agro Chemicals, MBT in proportion as per manufacturers Specifications, pumping /lifting, concrete to the required locations, concrete laid to proper camber, profile, level / slope / gradient in panels of convenient size by alternate / staggered panels, placing concrete, consolidation, finishing, applying Two (2) coats of bituminous paint at the contact surfaces of construction joints, forming Expansion Joints of 12mm thick, providing necessary form work, curing, etc., complete as specified and directed for Pavements/road .

Providing, fixing, filling and sealing expansion/construction joints using 12 mm thick bitumastic board manufactured by M/s. STP Ltd., or any other approved equivalent in expansion joints of cement concrete roads including cleaning the surfaces where joints are formed applying one coat bitumastic emulsion cutting the board to the required sizes placing in position filling and sealing the top of the joints with Salitex sealing compound of size 12 x 20 mm deep, using compound manufactured by M/s. STP Ltd., or equivalent including heating, pouring complete etc. in line level as directed.

Supplying and Fixing in position IRC Fabric SI No.4 (100 x 100 x 4mm) conforming to IS 1566 of standard make or its approved equivalent in CC road.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete including two coats of approved primer and two coats of ready mix paint as per IS 164 etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

XVII FIRST-AID FIRE HOSE REEL SYSTEM

a. Horizontal end suction top discharge centrifugal pump of cast iron body & bronze impeller with stainless steel shaft of 450 lpm at 40 metre head as per NBC 2005 specification (1 - Main & 1 - Standby). b. Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 2900 RPM, suitable for operation on 415 volts, 3 phase 50 Hz AC with IP 65 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS -325 c. M.S fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. d. Suitable cement concrete foundation duly plastered with anti-vibration pad.

Supply, installation testing and commisioning of pressure gauges of SS material with dial not less than150 mm dia of range (0 to 10 kg/sq.cm) and complete in all respects with shut off gauge, cocks , all fittings etc, duly calibrated before installation in MKS and FPS units and duly tested after installation as per drawing and as instructed by Engineer-In-Charge.

Providing, Installation, testing and commissioning of 25 mm dia gun metal screwed ball valves conforming to BIS 778

Providing and fixing 20/25 mm dia. (PN - 1.6, Type-S1, Flanged, ISI marked) air release valve conforming to IS - 14845 : 2000 with Double Flange isolating valve (pressure rating PN 1.6) including making necessary flanged joints and providing all fitting materials nuts, bolts etc. and providing T on the pipeline for its installation at site all as per technical specification, drawings and as instructed by Engineer-In-Charge.

Supplying, fabricating erecting/fixing in position either inside plant building/ in yard, at all elevations generally as indicated in the relevant drawings, using MS Carbon steel seamless pipes conforming to ASTM A 106 Gr.B & Dimensions conforming to ANSI B36.10, Schedule-40 and other suitable fittings/sockets/MS flanges confirming to BS table - 10 F /IS:6392/ANSI B16.5, 150 lbs with 3mm thk neoprene gaskets of suitable grade, fastened using suitbale bolt, nut and washers, as directed. Piping to be supported with suitable clamps on MS structural frame work. Painting of 2 coats synthetic enamel paint over one coat of zinc chromate red oxide primer and testing at required test pressure, flushing and commissioning including cost of all consumables, labour, etc., complete as directed. N.B.: (1) The contractor has to submit valid material test certificates for the pipes. (2) The contractor has to test the pipe material at MSME lab and has to submit the test report before commencing the work. (3) The pipe has to be tested hydraulically at min pressure of 14 kg/sq.cm.

(a) 100 mm dia

(b) 80 mm dia

(c) 25 mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required

(a) 80 mm dia

Supplying, fixing, testing and commissioning of double flanged sluice valve of rating PN 1.0, with non-rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets, conforming to IS 780, of following sizes as required.

(a) 100 mm. dia

Providing, installation, testing and commissioning of Cast Iron 'Y' type strainer with SS mesh

(a) 100 mm dia

Providing, installation, testing and commissioning of swing type non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts washers etc. as required.

(c) 80 mm dia

Supply and fixing first-aid hose reel with MS construction spray painted in post office red, conforming to IS:884 complete with the following as required. a. MS fabricated hose reel drum to accommodate 20 mm dia 30 mtrs long hose with fixing bracket. b. 20 mm dia x 30 mtrs long water hose as per specification. c. 20 mm dia gun metal nozzle. d. 25 mm dia gunmetal ball valve at inlet side of the hose reel drum

Supplying and fixing of fire brigade 2 way-100 mm dia M.S. Pipe connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required

Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.

ELECTRICAL

Supply

Installation

Supply and installation of following light fittings of Philips/Wipro/Bajaj make with all accessories like supporting hard ware downrods etc as required to complete the installation in all respects

Industrial LED tube light fitting with lumen out put > 1500 Lumens similar to Philips TMC 501 with required downrods/ tierods to suspend the fitting from ceiling

Supply

Installation

Supply and fixing of batten holder with connection complete with all accessories.

Supply

Installation

Supply and fixing of 230V, 1200mm sweep Energy efficient 5 star rated BLDC ceiling fans with required downrods of CG/ Khaitan/Orient/Bajaj/ Almonard/ Usha/ Marathon make with all required accessories. Warranty: 2 Years

Supply

Installation

Supply and fixing of 300mm sweep Single phase heavy duty industrial exhaust Fans with air delivery > 1100 M3/Hr of CG/ Khaitan/ Orient/ Bajaj/ Almonard/ Usha/ Marathon make with all required supports and accessories

Supply

Installation

Supply and installation of Legrand/ Hager/Siemens make 20 A 2pole & Earth Metal clad power socket with 25A MCB control including plug top for AC points. The MCB with its enclosure box should be flush mounted at a operating height and socket shall be flush mounted near to AC in wall by chipping along with required conduits.

Supply

Installation

Supply and installation of Legrand/ Hager/Siemens make 20 A 2pole & Earth Metal clad power socket with 25A MCB control including plug top for Getser points. The MCB with its enclosure box should be flush mounted at a operating height outside toilet and socket shall be flush mounted near to geyser inside the toilet in wall by chipping along with required conduits.

Supply

Installation

Supply and installation of following sizes of PVC modular Switchboards for concealed mounted metal boxes, PVC frame, cover plates and switches excluding cost of metal boxes Make: Anchor, Havells, Legrand, Crabtree, Northwest

8 modular switch board with 5 Nos 6A Switches, 1 No electronic Fan regulator and 1 No 16A shuttered universal Socket

Supply

Installation

8 modular switch board with 16A shuttered universal Socket and 6 Nos 6A switches

Supply

Installation

3 modular switchboard with 3 Nos 6A switches

Supply

Installation

2 modular switchboard with 2 Nos 6A switches

Supply

Installation

1 modular switchboard with 1 Nos 6A 2way switches

Supply

Installation

3 modular switchboard with 16A shuttered universal socket and switch

Supply

Installation

3 modular switchboard with 6A shuttered universal socket and switch

Supply

Installation

Suypply and pulling of following sizes of flexible FR copper wires of Polycab/Finolex / L&T/ Anchor /GEM make to be drawn in 1.6mm thick PVC conduit/channels with ferruling on both ends excluding cost of pipes, channels and switch boards.

Point wiring with 3 runs of (line, neutral and earth) 6 sqmm flexible FR copper wires of Finolex / L&T/ Polycab make to be drawn in already laid concealed PVC conduits from DB to sockets excluding cost of sockets and switch boards. Approx average length of circuit- 15 M

do- as above but with 3 runs of 4 sqmm flexible FR copper wires from DB to switch board & for 5/15A excluding cost of sockets and switch boards. Approx average length of circuit-20 M

do- as above but with 3 runs of 2.5 sqmm flexible FR copper wires from DB to switch board & for 5/15A excluding cost of sockets and switch boards.

Approx average length circuits -10 M

Approx average length circuits-5 M

Point wiring with 3 runs of (line, neutral and earth) 1.5 sqmm flexible FR copper wires of Finolex / L&T/ Polycab make to be drawn in already laid concealed PVC conduits from DB to sockets excluding cost of sockets and switch boards. Approx average length of circuit- 15 M

3 runs. 1.5 sq.mm for P, N &E two way wiring from Switch boards to the light point for controlling. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Supply and installation of Legrand/Hager/ Havells/ MDS/Siemens make double door TPN/SPN Distribution boards with minimun IP 43 of following sizes C-Rating MCB may be used

4 way TPN MCB DB with following components. a. 32 A , 100mA FP RCBO - 1 No Incomer b. 16 A SP MCB - 4 Nos c. 10 A SP MCB - 8 Nos

Supply

Installation

16 Way Horizontal SPN MCB DB with following components. a. 40A DP, 30mA RCBO incomer - 1 No b. 10A/25A SP MCB - 12 Nos

Supply

Installation

8 Way Horizontal SPN MCB DB with following components. a. 32A DP, 30mA RCCB incomer - 1 No b. 10A/25A SP MCB - 6Nos

Supply

Installation

Supply and installation of 63 A SDFU of L&T/Siemens/C&S make in sheet steel enclosure with suitable cable boxes on either end and required hardware for fixing the SDFU on wall

Supply

Installation

Supply and fixing of Powder coated MS box along with bolted cover of 12" X 6" X 5" dimension with 20 Nos of 32A connectors

Supply

Installation

Supply and fixing ofPowder coated MS box along with bolted cover of 4" X 4" X 4" dimension with 4 Nos of 6 A connectors

Supply

Installation

Supply and laying of following sizes of 1.1 KV grade XLPE insulated, PVC extruded inner sheathed, armoured, FRLS PVC ST2 outersheathed cable on cable trays/trenches with all accessories Make: Polycab / Universal / Torrent / RPG / KEI.

3.5c 95 Sq.mm Al cable

Supply

Installation

3c 6 Sq.mm Cu cable

Supply

Installation

4c 25Sq.mm Al cable

Supply

Installation

3c 1.5 Sq.mm Cu cable

Supply

Installation

Providing end terminations for following sizes of 1.1 KV grade XLPE insulated and PVC sheathed armoured cables with required hard ware like heavy duty glands, heavy duty long neck copper lugs etc complete Make of glands/ Lugs: Dowells/Jainson/HMI/Comet

3.5c 95 Sq.mm Al cable

3c 6 Sq.mm Cu cable

4c 25Sq.mm Al cable

3c 1.5 Sq.mm Cu cable

Supply and installation of 450 mm width, 50mm height with minimum 2mm thickness GI perforated cable trays along with tray cover

Supply

Installation

Supply and installation of 100 mm width, 50mm height with minimum 2mm thickness GI perforated cable trays along with tray cover

Supply

Installation

Earthing & Lightning

Supply and installation of maintenance free earthing stations of ASHLOK/ERICO/JEF make with copper bonded steel ground rod with around 20mm dia and 3 Mts long , Ground Enhancing Material (GEM), inter connecting earth tape between earthing stations and back fill material.Construction of masonary chamber of 450 x 450 mm with CI cover, earth station markers etc complete. Pit should be as per IS 3043 Make: Ashlok, Erico, JEF

Supply and fixing of 50 x 6 mm hot dip galvanised GI strip for earthing by clamping on walls/trays/trench with all required accesories

Supply

Installation

Supply and fixing of 25 x 6 mm hot dip galvanised GI strip for lightning protection at a height of 12m by clamping on roof sheets/walls/columns with insulators, clamps and all required hardware.

Supply

Installation

Supply and installation of 25 mm dia 1.6 mm thick PVC conduits of Sudhakar/AKG make confirming to IS with accessories like bends, couplers etc in roof slab, wall including chasing of wall fixing the conduits and filling the chase with cement mortar and making good of the surface etc complete

Supply

Installation

Supply and installation of 4 way 25 mm dia PVC junction boxes of Sudhakar/AKG make with required dummies, in wall including chasing of wall, fixing the junction box and filling the chase with cement mortar and making good of the surface etc complete

Supply

Installation

Supply and installation of Sudhakar/AKG make 4 way 25 mm dia PVC Deep junction boxes in slab with required dummies

Supply

Installation

Supply and installation of 150 mm dia PVC fan boxes with MS hook for supporting the fan on to the ceiling with suitable cover

Supply

Installation

Supply and Installation of 16 guage sheet steel switch board boxes of following sizes including chipping and chasing of wall and filling the gap with cement mortar and making good of the surface etc complete. Make: Legrand or similar

8 module

3 module

2 module

1 module

Excavation in hard murram to a depth of 2.5 ft depth and 4 ft wide, covering the cable with bricks, back filling with river sand for cushioning of cables, consolidation, removal of excess earth etc complete.

Supply and installation of well burnt bricks of size 230 x 115 x 75 mm for cable protection

Supply and installation of RCC tiles of size 500 x 250 x 50 mm made of 1:2:4 mix concrete and 8 mm steel rods 3 on each side

Supply and fixing of 100 mm X 25 mm anodised Aluminium cable tags engraved on black back ground with name of the load along with required hardware for fixing the lables on to the cables.

Supply and installation of cable route markers / joint markers made out of cast iron of size 250 x 150 x 10 mm embossed with "HT CABLE" along with 40 x 40 x 6 mm MS angle of 600 mm long and 200 x 200 x 300 mm concrete block

Supply and installation of panel front rubber mats of size 2 Mts x 1 Mts with 2 mm thick as per latest IS 15652:2006

TV & Telephone

Supply & pulling of 2 pair 0.5mm telephone cable in already laid PVC conduit/trunking with required accessories etc to complete the job. (Delton/Finolex/Polycab make)

Supply and installation of 20 pair telephone junction boxes with ADCKRONE make out door box, back mounts, LSA plus disconnection module 2/10 connectors with identification markings and other acceessories and hardware for mounting suitable for terminating 20 pair, 0.5 Sqmm wires. The rate should also include termination of both in coming and out going cables to the junction boxes.

Supply & Installation of 2 modular surface mount Information outlet with Face Plate & Surface mount Box, RJ 11 jack/socket, required fixing hardware & accessories for completing the work including 2 pair telephone cable end termination in RJ 11 jack with ferulling as per relevant IS/ANSI/TIA/EIA standards. Make: D-link/Legrand/Havels

Supply and installation of T.V. point wiring complete with supply and pulling of RG-6 solid co-axial copper conductor cable from splitter in ground /terrace floor to each quarter in already laid 25mm dia PVC (HMS) conduit in slab/wall with all conduit accessories, suitable pull boxes/junction boxes, complete with modular T.V. socket outlet in modular boxes etc as required with connections at both ends all as per the instruction of E.I.C

P R KONDA CONSTRUCTIONS