Construction of Govt. Veterinary Dispensary at Village Jatoli under CM Announcement code 15218 dated 09.10.2016 in Palwal Distt. ic Boundary Wall P.H. Re-Tender

Amount

Civil & P.H. Works

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 Mtrs. (HSR 6.6)

Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)].

Cement concrete 1:8:16 with brick ballast 40 mm nominal size in foundation and plinth. (HSR 10.26)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28)

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 m. above plinth level. (HSR 10.59)

Cement concrete 1 :11/2 :3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.81+ 10.95 (a) First Storey

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. (HSR 10.82 + 10.95 (a) First Storey

Second Storey

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a)) First Storey

Second Storey

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by item nos. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.89+10.95(a)) First Storey

Second Storey

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (For works upto 1.5 meters below ground level (HSR 10.90 + 10.95 a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7) First Storey

Second Storey

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 m. above plinth level. (HSR 11.9)

Dressed or moulded three brick cornice laid in cement sand mortar 1:4 including 12 mm thick cement plaster 1:4 or pointing as required. (HSR 11.76)

Providing & laying Autoclaved Aerated (cellular) concerete light weight blocks (As per IS :2185 Part -3) having density of 550 to 650 kg/m3 and compressive strength of 4.0 N/mm2; masonery in non load bearing walls using more than 100 mm thick AAC blocks complete in all respects. (ii) with Polymer modified adhesive of reputed make such as Ferrous crete, Artex, Endura & Ultratech as approved by Engineer-in-charge in superstructure. (HSR 11.105). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey

Second Storey

11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48) (a) First Storey

Second Storey

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm ontop of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) (a) First Storey

Second Storey

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50) First Storey

Second Storey

Supplying & fixing in position G.I pipe class 'B' spouts in chajjas and cantilevers. (HSR 13.55 (e) 50mm i/d G.I. pipe

Bottom Khurra on ground 1.2 m x 0.6 m consisting on brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. (HSR 13.57)

Cement concrete 1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64) First Storey

Second Storey

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (a) 100 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](a). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey

Second Storey

Providing and fixing PVC Bend ISI Mark. (a) 100 mm dia PVC Bend (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90](a). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4) Ground floor

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)

Precast chequered terrazzo tiles 22 mm thick in cement with marble chips of size and colour as required, laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry mixed with pigment to match the shade of tiles between joints and over the base in floors, treads of steps and landings, including rubbling and polishing (HSR 14.46) Ground floor

Fixing and laying Marble stone flooring 17 mm thick and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing . Marble shall be supplied by the department (HSR no. 14.49) Ground floor

First floor

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. Ground floor

First floor

Extra for noising in treads of steps of kotah stone slab (HSR. 14.65) Ground floor

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. Ground floor

First floor

Laying and fixing rectified ceramic anti skid tiles of size 400x400mm of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (Tiles shall be supplied by the department) brands like RAK, NITCO, KAJARIA (as approved by the Engineer in charge) (HSR 14.91) Ground floor

Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge. [HSR 14.92(b)]. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. Ground floor

Laying and fixing Granite stone in all shades 15mm to 18mm thick in skirting/dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of granite stone). (HSR 14.95) granite shall be supplied by the Deptt. Ground floor

Laying & fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone comp. in all respect. (Excluding the cost of granite stone). (HSR 14.96) granite shall be supplied by the Deptt. Ground floor

Plastering on walls 10 mm thick cement plaster 1:3 (HSR 15.2) First storey

Second Storey

Plastering on walls 12 mm thick cement plaster 1:4 (HSR 15.5) First Storey

Second Storey

Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7) First Storey

Second Storey

Plastering on walls 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12) Internal Plaster First Storey

Second Storey

10 mm thick cement plaster 1:4 under side of ceiling (HSR. 15.52) Ground floor

First floor

Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)

Preparation of ply wood surface for painting inlcuding sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2).

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3).

Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9).

Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.17).

White Washing Three Coats (HSR 16.48)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58).

Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)].

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)

Providing and fixing commercial type block board, plain lining, butt jointed, including wooden plugs (teak) placed at 45 cm to 60 cm centers, complete with necessary nails (frame work shall be payable extra) (b) 19 mm thick (HSR 17.49 (b)) First storey

Providing and fixing wooden handrail of required shape and design, with necessary, screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position (b) commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc (Non coniferous timber other than teak, conforming to I.S specification no. 1003, kiln seasoned) (HSR 17.69 b) First storey

Cost of aluminium fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) For single leaf shutter (HSR 17.72 a)

Providing & fixing sliding bolt with nuts & screws, etc. complete (HSR 17.83) (b) (ii) Aluminium size 250 mm x 16 mm

Providing & fixing 0.50 mm thick aluminium sheet including cost of necessary screws, etc. complete. (HSR 17.87)

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (non-coniferous timber other than teak, conforming to I.S specification no. 1003, Kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc. complete, fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) - (b) 35 mm thick. (HSR. 17.90(b)) - Note I under 17.18

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy annd chaplash, etc. (non coniferous timber other teak conforming to I.S specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (i) 30 mm thick (HSR 17.92 (i) - Note I under 17.18

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part-I and II, fixed in position, including iron hinges, screws chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position):- (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 25 mm. thick (HSR 17.93 (a) (i)- note I under 17.18)) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part-I and II fixed in position, including iron hinges, screws chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position):- (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 35 mm. Thick (HSR 17.93a iii- note I under 17.18)) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].

Pressed steel sheet frames (chowkhats) consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lungs complete. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (Item no. 18.34 a) First, second, third & fourth storey

b) Door and window frame of size 76 mm 38 mm with 35 mm wide single rebate (Item no. 18.34 b)

d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate (HSR 18.34 d) First & second storey

Providing & fixing vitrified tiles of size 600mm X 600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO,KAJARIA,& RAK, SOMANI, ORIENT BELL, JOHNSON & SIMPOLO. Double charged tiles shall be used. (N.S) Ground floor

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dado laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. (Note): Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA & RAK SOMANI, ORIENT BELL, JOHNSON & SIMPOLO. (N.S) Ground floor

Fe-500 EQR TMT steel bars for RCC works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (NS). Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

P.H. Work: Excavation for pipelines running under pressure in trenches and pits in open area where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. outside the town in ordinary soil:- (a) With timbering and shoring upto ( 1.5 metre depth.) (HSR 6.8)

Labour for laying, jointing, fixing and testing G.I/P.V.C/W.I. pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading (b) Including cost of specials (a) 15mm (HSR 28.18)

Extra for fixing & jointing union couplings in G I on W I pipe line (a) 15mm (HSR 28.21)

Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. 40mm I/d (HSR 28.22)

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (a) 11.43 cm thickness of walls (HSR 28.23)

b) 22.86 cm thickness of walls

Labour for fixing G.I or W.I pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. 15mm internal diameter of sleeve pipe. (HSR 28.27)

20mm internal diameter of sleeve pipe

25mm internal diameter of sleeve pipe

40mm internal diameter of sleeve pipe

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. 15mm internal diameter (HSR 28.29)

20mm internal diameter

25mm internal diameter

40mm internal diameter

Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alingment and grade as required by the Engineer-in-charge. (a) Upto 200mm I/d (HSR 28.47)

Construction brick masonray inspection chamber sizes as given below upto 0.60 metres average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plastern 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. a) Size inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with R.C.C. Slab. c) 600 mm x 900 mm (HSR 29.84)

Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge (i) 100mm i/d (HSR 29.95)

ii) 150 mm i/d

Providing and fixing in position best Indian make European type water closet suite with concealed 'P' or 'S' trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no 30.3 above i) White (HSR 30.6)

Extra over item no. 30.1 to 30.4 and 30.6 for providing and fixing 15 litres capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (i) white (HSR 30.12)

Extra over item no. 30.3 to 30.6 for providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (i) white plastic seat (Solid) (HSR 30.13)

Providing and fixing in position best indian make Lavatory suites (With full anti splash rim in vitreous china ware and all other necessary fittings as fully described in item no 30.41 above (I) 510mmx400mm with one no. tap (HSR 30.42)

Providing and fixing in position 32mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc. complete (as required by the Engineer-in-charge) (As per item no 30.41) (HSR 30.48)

Providing & fixing in position best quality stainless steel sinks with complete fitting as fully describes in item no. 30.51 above. (a) Size 600 mm x450 mm x250 mm (HSR 30.53)

Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (As per item no 30.41) a) 25mm dia C.P brass adjustable. ii) 600mm long. (HSR 30.68)

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (As per item no 30.41) c) Vitreous chinaware shelf 560mm long i) white. (HSR 30.69)

Providing and fixing in position best Indian make bevelled edge 5.5mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer -in -charge) complete including cutting and making good the walls etc. (As per item no 30.41) a) Indian make (I) 600mmx450mm (HSR 30.71)

Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (a) Bib cock long body (HSR 30.75)

(b) Bib cock

Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) a) 15mm stop cock i) Stop cock male and female end. (HSR 30.76)

ii) Concealed stop cock with flange

Providing and fixing in position best indian make elexible tube connection (b) C.P brass i) 15mmx300mm. (HSR 30.82)

Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification of E.L.C manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing (a) 100mm internal diameter (HSR 30.84)

75mm internal diameter

Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of ElL.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc.(a) 100mm internal diameter (1.13kg) (HSR 30.87)

75mm internal diameter (0.91kg)

Providing and fixing in position M.S or heavy flat iron clamps made out of M.S flat not less than 5 mm of the approved deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. a) For 100 mm internal diameter pipes

b) For 75 mm internal diameter pipes

Providing and fixing HCI floor traps ISI marked of the self cleaning design with C.P brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors etc. minimum depth of water should be 150 mm with a minimum seal of 50mm (a) With 75mm I/d outlet. (HSR 30.89)

Providing & fixing in position HCI 50mm internal diameter outlet plain nahani trap I.S.I marked of the self -cleaning design with C.P brass hinged grating with frame weighting 6.80 kg. each fixed complete as fully described in item no 30.89 above (b) With 75mm I/d outlet plain Nahani trap. (HSR 30.90)

Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condidition but excluding cost of lead jointing (a) 100mm i/d pipes (i) Heal rest bend

(xvi) cowls

(xiii) Bend with door

(xxii) Collars

(xxiv) c) WC connection 300mm long

(b) 75mm (xiii) Bend with door

(xiv) Bend Plain

(xvii) Cowls

(xxii) Collars

Cutting chase in brick walls in cement or in floor for embedding GI or HCL pipe lines and making good the same to its orinigal condition (HSR 30.95) 15 mm size 75 mm x 50 mm

20 mm size 75 mm x 50 mm

Provding and fixing in postion automatic brass ball valves in tanks (ii) 20 mm internal dia meter (HSR 30.11)

Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm (a) 100mm internal diameter S.W gully trap. (HSR 30.114)

Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. 1000 Ltr. Cap. (HSR 30.119)

(B) COST FOR SUPPLY OF MATERIAL: Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS) 15mm I/d (DSR 18.10)

Providing and fixing and jointing union couplings in G.I. and W.I. pipelines. (NS) 15mm I/d (DSR 18.46)

Providing, Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS) 15mm I/d (DSR 18.17)

Sh Ganesh Sharma, Contractor