DNIT For Construction Of Sub Health Center At Village Rattewali In Panchkula District.

Amount

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)

Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, levelling 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 original condition including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil. (HSR 6.8) (a) Without timbering and shoring upto 1.50 m depth

Excavation in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for axxess to the houses, watching fencing etc. fixing and mainainance of caution board refilling of trenches, watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1km in ordinary soil: (a) For depths of excavation not exceeding3 meters below ground level. (HSR 6.10)

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 stone aggregate 40 mm Nominal sie 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 1:1.5:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.59)

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR.10.81+10.95 (a)]. First Storey

Second Storey

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82+10.95 (a)]. First Storey

Second Storey

Third Storey

Cement concrete 1:1.5:3 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 centring and shuttering, laid in position complete in all respects. [HSR. 10.86+10.95 (a)] First Storey

Second Storey

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)] Second Storey

Third Storey

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal etc. but excluding steel reinforcement and including centring and shuttering. [HSR. 10.90 + 10.95 (a)].

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

Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded. (HSR 10.115)

First class brick work laid in cement sand mortar 1:6 in foundation 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 1st storey upto 4 metre above plinth level. (HSR 11.7) First Storey

Second Storey

Third Storey

First Class brick wrok laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]. First Storey

Second Storey

Providing & laying Autoclaved Aerated (cellular) concerete light weight blocks (As per IS :2185 Part -3) masonery in non load bearing walls using block of size 625 mm x 250 mm x 100 mm with cement sand mortor 1:6 in super structure complete in all respect. (HSR 11.105) First Storey

Second Storey

Third 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 on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc.(HSR 13.13) Second Storey

Third 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) Second Storey

Third Storey

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

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

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

Third 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] . 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.

Second storey

Providing and fixing PVC Bend ISI Mark. Make:- Supreme, Finolex, Prince. [HSR 13.90]. (a) 100 mm dia PVC Bend.

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

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

Second Storey

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

Precast chequered terrazzo tiles of 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

Marble stone flooring 20 mm to 25 mm 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. (HSR 14.49). First Storey

Marble stone 20 mm to 25 mm thick in risers of step, skirting, dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed sand morar 1:3 and jointed with white cement slurry mixed with cement slurry mixed with pigment to shade of marble including rubbing and polishing including labor for fixing cramps,pins and dowels etc. (HSR 14.52). First Storey

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 Storey

Second Storey

Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65) Ground Floor

First Storey

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 Storey

Second Storey

Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- NITCO, KAJARIA, RAK shall be used as approved by Engineer-in-charge. (HSR 14.91). 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 Storey

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.(a) Size of ceramic glazed tiles of Size of 200 x 300 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used. [HSR 14.92(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. Ground Floor

First Storey

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. Digital Print tiles of Size of 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used. [HSR 14.92(b)]. First Storey

Laying and 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 coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the Cost of Granite Stone) Granite shall be supplied by the deptt. (HSR 14.95) First Storey

Second Storey

Laying and 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 coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (HSR 14.96). First Storey

Second Storey

Plastering on Walls 10mm thick cement Plaster 1:3. (HSR 15.2). Second Storey

Third Storey

12mm thick cement plaster on walls (1:6). (HSR 15.7). First Storey

Second Storey

Third Storey

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). Internal Plaster First Storey

Second Storey

Third Storey

External Plaster First Storey

Second Storey

Third Storey

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

First Storey

Second Storey

Lime Surkhi pointing 2:3 weathered and struck on brick and tile work (HSR 15.59)

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).

Finishing Walls with exterior decorative cement based paints such as snowcem Robbiacem etc on new work, two coats to give an even shade. [HSR 16.61].

Providing two coats of exterior acrylic emulsion paint. [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. (J.K./ Birla). (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) 19mm thick. (HSR 17.49) (b)]. First Storey

Providing and fixing sliding bolt with nuts & screws etc complete. (b) Aluminium [HSR 17.83 (b)]. (ii) Size 250 mm x 16 mm.

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

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete 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) (-) 17.18 - Note]

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock & Champ only. (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. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. (Make: Duro, Green, Kitply). HSR 17.93 (a) - Note 1 under 17.18] (i) 25 mm thick.

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. Duro, Green, Kitply Only. [HSR 17.93 (a) (iii) - Note 1 under 17.18]

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 2mm 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, locknotch, 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 lugs complete. [HSR 18.34]. (a) Door and Window frame of size 89mm x 50 mm with 40 mm wide single rebate.

(c) door and window frame size 127 mm x 50 mm with 40 mm wide double rebate.

Labour for laying, jointing, fixing and testing G.I./PVC/W.I pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading..(HSR 27.18 (b)) Including cost of Special (a) 15 mm internal diameter

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines. [HSR 28.21]. (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22]. (iii) 25 mm internal diameter of pipeline.

Cutting holes upto 23 cm through stone masonary or brick work in cement walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.24]. (i) 11.43 cm thickness of walls

(ii) 22.86 cm thickness of walls

Fixing galvanisedmalleable iron holer bats hold fasts to pipe lines fixed on walls and ceiling including all cuttings to walls and making good to original condition. [HSR 28.28]. (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

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. (HSR 28.29). (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm 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 alignment and grade as required by the Engineer-In-charge. [HSR 28.47 (a)]. Upto 200 mm internal diameter

(C) Size 600 mm x 900 mm inside (with 455mm x 455mm cover and frame light duty single seal weighing 20 kg with C.C. topping RCC slab)

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (HSR 29.95) (b) grade 'A' 150 mm

Providing and fixing in position best indian make European type water closet suite with concealed 'P or 'S trap with or withot vent (as approved by Engineeer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. [HSR 30.6] (i) white

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].

Providing & Fixing in position best indian make white lavatory suites (with full anti splash rim in viterous chainware and all other necessary fittings as fully described in item no. 30.41 above). [HSR 30.42]. (i)size 610mm x 510mm with one no. tap

PROVIDING AND FIXING IN POSITION 32 MM 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). [HSR 30.48].

Providing and fixing in position best Indian make viterous chainware Sinks with Complete fittings as fully described in item No. 30.51. [HSR 30.52]. (a) 600 mm x 450 mm x 200 mm.

(a) 750 mm x 450 mm x 250 mm.

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.: (a) 25 mm dia, C.P. Brass adjustable. (ii) 600 mm long. [HSR 30.68 (a)]

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. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (a) (i)].

Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers 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. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].

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

(c) Bib cock

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock.[HSR 30.76 (a)]. (i) Stop cock male and female end.

(ii) Concealed stop cock with flange.

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (i) 15mm x 300 mm. [HSR 30.82 (b) (i)].

Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications 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. (HSR 30.84) (a) 100 mm internal diameter.

(b) 75 mm internal diameter.

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87). (a) 100 mm internal dia meter. (1.13 Kg)

(b) 75 mm internal dia meter. (0.91 Kg)

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 design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). (a) for 100 mm interal diameter pipes.

(b) for 75 mm interal diameter pipes.

Providing & Fixing H.C.I. floor traps I.S.I. 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 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].

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

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91). (a) For 100 mm dia pipes (1) Heal rest bend

(16) Cowls

(13) Bend with Door

(22) Collars

(24) WC connection 300 mm long

(b) For 75 mm dia pipes (13) Bend with Door

(14) Bend Plain

(17) Cowls

(18) Collars

Cutting chase in brick walls in cement or floor for embedding G.I. or HCL pipe lines and making good the same to its original condition. [HSR 30.95]. (a) Size 75mm x 75mm

(b) Size 150mm x 150mm

Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].

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 in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119]. 1000 Ltrs. Capacity Water Tank

500 Ltrs. Capacity Water Tank

Earth work non plastic under floors with Tibba Sand taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). [NS].

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (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). (HSR- 18.22).

Boundary wall (DNIT sr. No. 43) 12 mm Thick Cement Plaster on wall (1:6) (HSR 15.7)

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