Special Repair and Renovation of Fire Station Building at Industrial Area, Phase-II, Ramdarbar, Chandigarh

Civil Work

Dismantling of doors, M.S window and clerestory window (steel/wood) shutter including chowkhats architrave,holdfast etc. complete and stacking within 50 metre lead (DSR 15.12.1)

Dismantling of doors, M.S window and clerestory window (steel/wood) shutter including chowkhats architrave,holdfast etc. complete and stacking within 50 metre lead (DSR 15.12.2)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix) as per direction of Engineer in charge. (15.2.1)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) as per direction of Engineer in charge. (15.2.2)

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (15.23.1)

Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge.

Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead

Dismantling wall tile work fixed in cement Slurry including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-incharge.

Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 coarse sand).

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DSR 14.46)

Providing and applying JK putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR 13.26)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer

Distempering with oil bound washable distemper/ Acrylic distemper of approved brand and manufacture to give an even shade : Old work (one or more coats) (DSR 14.45.1:)

Distempering with oil bound washable distemper/ Acrylic distemper of approved brand and manufacture to give an even shade : New work (one or more coats) (DSR 13.41.1:)

Pointing on brick work or brick flooring with cement mortar 1:3 (: 1 cement : 3 fine sand) ( Flush/Ruled/Stuck or weathered pointing )(DSR 13.31.1)

Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface):(DSR:14.66.1)

Finishing walls with acrylic Smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm.(DSR : 13.46.1)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25mm thick (DSR 11.26.1)

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.(DSR 11.27)

Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters ,window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shade,Area of slab over 0.50 sqm.(DSR : 8.2.2.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge .

Providing and laying in position concrete of specified grade excluding the cost of centering and shuttering: - All work up to plinth level : 1:1½:3 (1 cement : 1½ coarse sand 3 graded stone aggregate), 20mm nominal size (DSR 4.1.2)

Add for using extra cement in the items of design mix over and above the specified cement content therein.(DSR : 5.35)

Providing and laying Ceramic matt floor tiles (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours , shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4(1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete .(DSR:11.38)

Providing and fixing 1st quality ceramic glazed wall tile confirming to IS: 15622 (thicness to be specified by the manufacture of approved make in all colours shade except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 (: 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including painting in white cement mixad with pigment of matching shade complete in all respect to the entire satisfaction of the Enginner-In-Charge.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DSR : 9.21.1

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only (DSR : 9.22.1)

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

Applying: Two or more coats on new works of PU polish with help of spray machine including a coat of wood filler to give smooth finish complete in all respect to the entire satisfaction of Engineer-in-Charge.

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood (DSR 9.27.1.1.2)

Providing and fixing glazed shutters section 3"x1½" for doors, windows and clerestory windows using of 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.35 mm thick (DSR : 9.9.2.1)

30 mm thick factory made uPVC door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.(DSR : 9.118.2)

Providing and fixing aluminium 125mm handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 9.100.1)

Providing and fixing 150x10mm aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 9.97.4)

Providing and fixing 250x16mm aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete in all respecte to the entire satisfaction of the Engineer-In-Charge.(DSR 9.96.2)

Providing and fixing aluminium handing floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete in all respecte to the entire satisfaction of the Engineer-In-Charge.Twin rubber stopper (DSR 9.101.2)

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with 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.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. (DSR 13.99.1)

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36)

Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge.

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR : 4.1.10)

Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. DSR:5.9.1

Centring and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.(DSR: 5.9.6)

Providing and laying in position machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum excess/ less cement used as per design mix is payable/ recoverable separately). 5.33.1 All works upto Plinth Level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars.(DSR 5.22.6)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hosting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.1)

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(DSR : 12.50)

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the caffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially,.(DSR : 14.72)

Dismentling existing corrugated G.S. sheet complete in all respect and to the entire satisfaction of engineer-in-charge

Providing and fixing of 6mm thick polycarbonate alongwith aluminium profile with the help of tapping screws to the existing frame complete in all respects to the entire satisification of Enginner-in-charge.

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.(DSR : 15.26)

Demolishing mud phaska in terracing and disposal of material within 50 metres lead.(DSR:15.27)

Painting top roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete (with residual type petroleum bitumen of penetration VG-10 bulk to the entire satisfaction of the E.I.C(DSR : 12.15.1)

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : With common burnt clay F.P.S.(non modular) brick tile of class designation 10.(DSR : 12.16)

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx 1mx 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete. (DSR 12.22)

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4stone aggregate 10mm and down gauge) including finishing with cement mortar1:3 (1 cement: 3 fine sand) as per standard design :12.21.1 In 75x75mm deep chase (DSR: 12.21.1)

WOODEN GROOVED ACOUSTICAL SLATS:- Providing and fixing wood Based panels with lineal perforations of approved make as approved by Engineeer-in-Charge. The panels shall be Non FR grade with melamine laminate panels 2440mm x 128mm x18mm with 2mm slats at 15 mm pitch, Toungue and Groove edges for seamless mounting. The back of the panels fixed wtih acoustical fleece for Sound Absorption. Panel is to be fixed on Dexune framework with screw fixed horizontal or vertical to wall at every 600mm with centre & edge bracket in tongue & groove system on framework. The cavity of framework should be inserted with rock wool with 48 kg density and 25mm thickness and alongwith all accessories complete in all respect and to the entire satisfaction of Engineer in charge.

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately):(DSR : 12.31.1)

Providing and fixing of lay-grid false ceiling 15 mm thick densified tegular edged eco friendly light weight calcium silicate consisting of ceilling tiles Armstrong/Anutone or equivalent as per approved sample of size 2' x 2' lay-in-modular grid/ suspension system ( hot dipped galvanized steel) of standard T-Section having its flanges face powder coaed colour white suspended from ceiling and secured with clips and G.I. etc with following details.

(a) Main runners shall be T-Shaped section with single rotary stitching of size 24mm x 36 mm and 3600mm long

(b) Cross runners shall be T-Shaped double rotary stitching of size 24mm x 26mm and 1200mm long.

Cross runner T-Section of 24mm x 26mm and 600mm long. The frame work comprises of main gunners spaced at 1200mm centre to centre shall be securely fixes to the structural soffits by approved hangers at 1200mm maximum centres. The hangers (G.I. wire of 4mm dia) to be fixed by means of roof plug, level adjuster and screws etc. Flush fittiing 1200mm long cross tees (with double stitching) to be interlocked between main runners at 600mm centre ti firn 1200 x 600mm modules. Cut cross tees longer that 600mm to be supported independently to form 600x600mm modules. The complete work shall include the cost of all material and labour and lead and fit complete and to the entire satisfaction of Engineer-in-Charge.

Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and Fixing ball bearing for Rolling Shutters.

Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area.

Providing and fixing rest room cubicels Cruze 12mm ( of following standard which includes 600mm door size width) made of heat bacteria, water, chemical, impact and anti bacterial reistant 12mm thick solid/wood grain compact laminate. Finish of the compact laminate should be Suede, which includes doors, pilaster and intermediate panels finished with approved tecture/ shades as per the details drawings & as per IS 2026 (Indian standard) and as per the fire retardant BS-476/97 standard. This also details providing and fixing in position necessary hardware made out of stainless stell (grade-304/306) as per manufacturer's specification and architect instruction like : (a) Door Knob (b) Thumbturn (c) Gravity hinge (d) Coat hook (e) Shoe box plate with floor anchor (f) Toprail (g) Tabular holder and corner connector (h) Wall bracket (i) Noise deafening tape (j) Screws & wall plug. The top fittings should consist of SS round toprail which will get fixed with pilasters, with SS tabular holder, SS Corner connector will be used on the corner of cubicles absence of brick wall, SS wall fixing will be used only on the wall which will hold the SS toprail. All screws will of SS 304 grade with stain finish. All pilaster are supported by SS bottom clading, the base of the bottom cladding will be anchored to the floor with a clearance height up to 100mm complete, all as per direction of Engineer-in-charge.

Credit of old dismantled roof tile

Credit of old dismantled roof tile

Public Health Work

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.2.1)

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern (DSR 17.4.2)

Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. (DSR 17.7B)

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.(DSR 17.16A)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia (DSR 17.28.2.2)

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm (DSR 17.32.2)

Providing and fixing soil, waste and vent pipes :

100 mm dia Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1)

75 mm dia Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.2.1)

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes

75 mm dia pipe (17.36.1)

100 mm dia pipe (17.36.2)

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :

100 mm dia pipe (DSR 17.37.1)

75 mm dia pipe (DSR 17.37.2)

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.

100 mm dia Sand cast iron S&S as per IS - 1729 (DSR 17.38.1.1)

75 mm diaSand cast iron S&S as per IS - 1729 (DSR 17.38.2.1)

Providing and fixing plain bend of required degree.

100 mm dia Sand cast iron S&S as per IS - 1729 (DSR 17.39.1.1)

75 mm dia Sand cast iron S&S as per IS - 1729 (DSR 17.39.2.1)

Providing and fixing single equal plain junction of required degree :

100x100x100 mm Sand cast iron S&S as per IS - 1729 (DSR 17.44.1.1)

75x75x75 mm Sand cast iron S&S as per IS - 1729 (DSR 17.44.2.1)

Providing and fixing collar :

100mm Sand cast iron S&S as per IS - 1729 (DSR 17.57.1.1)

75mm Sand cast iron S&S as per IS - 1729 (DSR 17.57.2.1)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS - 1729 (DSR 17.60.1.2)

100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 1729 (DSR 17.60.2.2)

Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48gms (DSR 17.76.1)

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DSR 17.73.2)

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore (DSR 18.11.1)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore DSR 18.12.2)

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.

15 mm nominal bore with 30cm length (DSR 18.74.1)

15 mm nominal bore with 45 cm length (DSR 18.74.2)

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for gutter, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.32.1)

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :

15 mm nominal bore (DSR 18.46.1)

20 mm nominal bore (DSR 18.46.2)

Providing and placing on terrace (at all floor levels) 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.

Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.54.1)

Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.55.1)

Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (DSR 18.56.2)

Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia (18.58.1.1)

Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms (DSR 18.63)

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DSR 18.65)

Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 gms (DSR 18.75.1)

Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks (DSR 18.76.1)

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

100 mm diameter (DSR 19.1.1)

150 mm diameter (DSR 19.1.2)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe (DSR 19.6.4)

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