Development of Chakarpani Tirth at Sherda in Kaithal Distt. (C.M Announcement Code 13773 dated 13.08.2017.)

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 with in a lead of 30 meters. (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 upto 30 meters. (HSR 6.13)(a)

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 brick ballast 40mm nominal size in foundation and plinth. (HSR 10.36)

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

Cement Concrete 1:4;8 with Stone Aggergate 40 mm nominal size in foundation & Plinth (HSR 10.39)

Cement Concrete 1:2:4 with stone agg. 20 mm nominal in first storey upto 4 mtr. above plinth level (HSR 10.59)

Cement Concrete 1:2;4 with Stone Aggergate 20 mm nominal size in foundation & Plinth (HSR 10.41)

Pre-cast cement concrete 1:11/2:3 with stone aggregate 20mm nominal size in Kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.77 + 10.95a)

Pre-cast factory manufactured cement concrete 1:11/2:3 with stone aggregate 20mm nominal size in tiles & channels and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.78 + 10.95a)

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 centering and shuttering, laid in position, complete in all respects. (HSR 10.82+10.95(a) First storey

Second storey/Roof slab at gate bottom level

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. exculding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95(a) First storey

Second storey/columns 8'-9" level to 26'-3" level

Third storey/columns 26'-3" level to 46'-9" level

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)) Second Storey

Cement concrete 1:11/2:3 with sone aggregate 20 mm nominal size for reinforced concret work in footings, strips, foundations, beams, rafts, pedestals and approch slabs of bridges etc. excluding steel reinforcement and including centering and shuttering laid in position complete in all respects. (For workupto 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)

Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming to is 15658 : 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159)

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

Third storey/Brick work 26'-3" level to 32'-3" level & ramp slab bottom

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

Second storey

Masonary work using flyash-lime based bricks (IS :23894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102.) 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

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 on top of RCC slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) First storey

Third storey/Roof slab at 42'-9" level

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

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

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

Providing & fixing PVC rainwater pipe 6 kg. pressure of ISI mark in cement mortar during masonary work (b) 150 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) (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 First 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. First storey

Providing and fixing PVC bend ISI mark (b) 150 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)(b) Note The Agency to whom the work ia alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First storey

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

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)

Dholpur stone 25 mm thick in wall facing (lining) laid in any Pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, pins and dowels etc. (HSR 14.60) Cladding road level to 8'-9" level

Cladding 8'-9" level to 26'-3' level

Cladding 26'-3" level to top slab bottom

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 ladi 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

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 ladi 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 pin 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

Suppling gun metal cramps 25 mm x 6 mm, 30 cm long as per design including cost of mortar. (HSR 14.85)

Providing copper pins 7.5 cm long of 6 mm diameter including cost of mortar. (HSR 14.87)

Providing and fixing rectified ceramic tiles/ 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. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK & SIMPOLO (HSR 14.91) Ground floor

Providing & Fixing Ist Quality ceramic glazed wall tiles conforming to IS. 15622 ( thickness to be specified by the manufacturer) 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, N"ITCO, 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 15 mm to 18 mm 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 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 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 12 mm thick cement plaster 1:4 (HSR 15.5) External Plaster First storey

Second storey

Third storey/column up to 26'-3" to top level

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

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

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

First floor/roof slab at 42'-9" level

Cement Pointing 1:2 deep variety on brick and tile work (15.60)

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

Providing & Applyng 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) Through Rate

Providing & applying 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- Neolac, 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)Through Rate

Providing & 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) Through Rate

Providing & applying Painting two coats excuding priming coat with ready mixed paint for metelic surfaces in all shades on new steel or iron work (Note:- First quality paint of reuted 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) Through Rate

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete exterior surface of walls . (HSR 16.26)

Providing & applying 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) Through Rate

Providing & applying 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 oresence of Engineer-in-charge.) (HSR 16.79) (b) Through Rate

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 JK/Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) Through Rate

Supplying and fixing hydraulic door closer, ISI mark, with necessary screws, etc. complete (HSR 17.82) (C.) ISI designation no. III size of door 851 mm to 1000 mm)

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 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 anf 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 laminatyed core and lipped edges. (Duro, green) 35 mm thick (HSR 17.93) (a) (iii))-Note I 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 staircase or parapet or any other type of railing, gates and tress guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Supplying, hosting and placing in position tublar trusses including runners, purlins, consisting of steel tubes conforming to I.S specifications of tested quality duly welded with fillet welds 6 mm thick throughout including wind bracing. Open end of pipe sealed with 3 mm thicl plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect. (HSR 18.14)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC Work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc. (HSR 18.22) Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps, 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 demmed to be included in the rates for reinforcement.

Supplying and fixing glass panes including special metal sash putty of approved make (b) glass panes 4 mm thick exceeding 40 sq.m areas. Modi, Saintgobain (HSR 18.30 B)

Pressed steel sheet frames (Chowkhats) consisting of 2 mm thick steel sheet of the specified section including ironlugs (hold fasts) iron hinges, conforming to PWD 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. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (Item no. 18.34)(a) First storey

Preparation of Sub Grade including trenching, rough dressing of soil, final dressing of earth to given levels and camber, watering rolling with road roller, and compacting the bed.(HSR 24.1)

N.S Items Providing & fixing zinc/aluminium alloy coated high Tehsil steel roof sheets manufacturing Durashine roof sheet size 2440 x 1072 x 0.60 mm with fastner complete in all respect. (N.S)

Earth filling under floors with tibba sand non plastic under floors with good earth 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 lift) (N.S Items)

Providing and laying 200mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013

Water Bound Macadam G-II (53 mm to 22.4 mm gauge): Providing, laying spreading and compacting 75 mm thick (av). Stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicknes,, hand packing, rolling with 3 wheeled steel vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause of MORT &H Specificaiton No. 404. of MORT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects (NS) Note:- In case of any difference in the unit & nomenclature of any of the HSR Items of Civil & P.H.depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.

Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with 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 its 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:- (a) Without timbering and shoring upto (HSR 6.8a)

Excavation of trenches 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 bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in ordinary soil: (a) For depths of excavation not exceeding 3 meters below ground level. (HSR 6.10 (a)

Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter (HSR 26.10 (b) (i)

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 through stone masonry or brick work in cement 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 28.24)

b) 22.86 cm thickness of walls

Fixing galvanised malleable iron holer bats hold fasts to pipe lines fixed on walls and ceiling including all cuttings to walls and making good to original condition. 15mm internal diameter of pipe line (HSR 28.28)

20mm internal diameter of pipe line

25mm internal diameter of pipe line

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. (a) Upto 200mm I/d (HSR 28.47)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 28.50 (a))

(b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)

(c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry)

(d) Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

(e) Bottom layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry)

Providing and fixing Steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786 (HSR 29.28)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters 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 plaster 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. C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab (HSR 29.84)

a) 450 mm x 600 mm

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge a) 200 mm i/dia RCC NP3 (HSR 29.93)

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

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 ii) 100 mm i/d (HSR 29.95)

Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water water closet suite for sinking into floor, with raised foot treads complete with 100 mm HCI 'P' trap with or without vent as required and all other necessary fitting as fully described in item no. 30.1. a) Size 580mm (i) White. (HSR 30.2)

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)

Providing and fixing 15 liters 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)

Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13) (i) white plastic seat (solid) (HSR 30.13)

Providing and fixing in position best Indian make a range of three urinals flat back or angular lipped front 610 mm high in virreous chinaware with one no 10 litres capacity best indian make C.I automatic flushing cistern with fittings and flush pipe etc. complete as fully described in item no. 30.25 above (i) white (HSR 30.28)

Providing & fixing in position best Indian make lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (i) size 510 mm x 400 mm 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 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) 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. a) With C.P brass brackets and guard rail (i) 600 mm x 125 mm (HSR 30.69 (a))

Providing and fixing in position best Indian make bevelled edge 5.5 mm 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. 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)

(c) 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 flexible 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 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 E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. 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. For 100 mm internal diameter pipes (HSR 30.88)

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 b) With 75mm I/d outlet. (HSR 30.89)

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 condition but excluding cost of lead jointing (a) 100mm i/d pipes (i) Heal rest bend (HSR 30.91)

(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

(xviii) Collars

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

(b) Size 150 mm x 150 mm

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)

DSR items Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making god the walls etc. (DSR 18.10) 15mm I/d

Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work) (DSR 18.46) 15mm I/d

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (Screwed end) (DSR 18.17) 20mm I/d

NS Items Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. size : 160 mm od Note:- In case of any difference in the unit & nomenclature of any of the HSR Items of Civil & P.H.depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.