Reinvited for Construction of Workshop Block and Library Block in campus of Govt Polytechnic at Meham in Rohtak

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 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, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance 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 oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].

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)].

Earth work excavation in ordinary soil exclusive of compensation of earth-D) Wet earth work – (i) extra for wet earth work from bottom of excavation upto level of sub-soil water (HSR 6.2) (d) (i)

Centring and shuttring for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal. (HSR 9.1)

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 : 4 : 8 with stone aggregate 40mm Nominal size in foundation and plinth. (HSR 10.39)

Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.77 + 10.95 (a)].

Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.78 + 10.95 (a)].

Cement concrete 1:1½:3 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)].

Ground floor

1st floor

2nd floor

Cement concrete 1:1½:3 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)].

Ground floor

1st floor

2nd floor

Mumty

Cement concrete 1:1½:3 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)]

Ground floor

1st floor

2nd floor

Terrace Parapet

Ground floor

1st floor

2nd floor

Mumty

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

Providing and laying 80 mm thick ISI marked internlocing paver 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). (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).

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 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7)

Ground floor

1st floor

2nd floor

Mumty

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

Ground floor

1st floor

2nd floor

Extra for specially moulded radiated work in arches of egg-shaped sewer, circular barrels and similar drainage work excluding cost of centring and moulds (HSR.11.85) Extra for brick work in arches including cost of shuttering + (HSR 11.44 b) b) more than 1.50 metres, but upto 3metres span

Providing & fixing factory manufactured jali of reinforced cemet concrete consisting of cement, coarse sand and 10mm and down gauge bajri in the ratio of 1:1:2 with 8mm dia tore steel. Outer frame of jali will be 50mm wide and 25mm thick and inner frame of jali will be 25mm wide and 25mm thick with smooth finish as per design approved by Engineer-in-Charge including fixing in position up to any height with cement sand mortar 1:4, complete in all respect. (HSR 11.103)

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)

Providing and laying four courses of water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown type bitumen grade 85/25 applied hot at 1.20 kg per sqm of area for each course, second course on roofing felt type 3 grade-I (Hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized grit spreat at 0.006 cum per sqm including preparation of surface complete. (HSR 13.61)

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

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (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.

(b) 150 mm dia PVC pipe 6 kg. pressure.

(a) 100 mm dia PVC pipe 6 kg. pressure.

Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90]. 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.

(b) 150 mm dia PVC Bend.

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

Ground floor

1st floor

2nd floor

Mumty

Terracing consisting of tiles 22.86cm x 11.43cm x 3.81cm, laid over 87.50mm mud filling on a layer of 25mm 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 R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 20 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

1st floor

2nd floor

Mumty

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

1st floor

2nd floor

Mumty

Providing & fixing ceramic tiles/ anti skid tile of size 400mm x 400mm 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 premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO. (HSR 14.91) Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados,resers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment yo match the shade of granite including labour for fixing cramps pins and dowels etc. (Granite supplied by the department). (HSR 14.95).

Ground floor

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

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

Ground floor

1st floor

2nd floor

Mumty

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

Ground floor

1st floor

2nd floor

Mumty

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (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 16.25). Through Rate

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

Providing and Applying Painting one coat with plastic emulsion paint on walls on old work to give an even shade. (Note: - First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jonson, 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 16.31) Through Rate

Providing & Applying Distempering with washable oil bound distemper (of approved manufacture) two coats excluding 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 16.57) Through Rate

Providing and fixing 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) Through Rate

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

Providing & fixing six-levers brass 10cm mortice latch and lock, and apair of lever handles with necessary screws, etc. complete (Indian make of reputed firm, such as Godrej or equivalent) (HSR 17.73)

Providing and Fixing 150mm floor brass door stoppers,with rubber cushion,screws,etc. to suit rubber thickness complete. (HSR 17.75)

Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].

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. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 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.

(iii) 35 mm thick.

Fixed portion (Anodised aluminium transparent or dyed to required shade according to IS; 1868, minium anodic coating of grade AC 15) Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make confirming to IS; 733 and IS; 1285fixed with rawplugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/ panelling C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing and panelling to be paid for separately). (HSR 17.95)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS;6315 marked for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box. (a) with stainless steel cover plate. (HSR 17.99 (a)

Providing & fixing aluminium round shape handle of oputer dia 100mm with screws etc. complete. (iii) Polyester powder coated minimum thickness 50micron aluminium. (HSR 17.102 (iii)

Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, at the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.50cm long wire spring grade no. 2 and arrangement for inside and out-side locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed): (a) with 80mm x 1.00mm M.S. Laths. (HSR 18.18 (a)

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).

Stair case railing of 40 mm internal dia G.I pipe class ‘B’ as per I.S. No. 1239 as hand rail using flats and square bars as supporting members and base plate welded as per design specified including cutting, welding rods and complete fixed in position. (HSR 18.13 (a)

Steel reinforcement TMT bars FE-550 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 deemed to be included in the rates for reinforcement. (HSR 18.22)

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)].

Providing and fixing hard drawn steel wire fabric 75mm x 25mm rectangular mesh with 3.25mm dia wire fixed on steel windows of standard rolled sections with 3mm thick flat iron cover moulding of 12.50mm width fixed with machine screws welded complete in all respect. (HSR 18.33)

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].

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

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)

NS items

Earth work non plastic in embankment including excavation of earth in all kinds of soil with all lead and lift including loading, unloading, watering and compaction, compensation of earth etc., complete in all respect CBR minimum 6% sandy soil. (For any lead and lift). [NS].

Providing and laying 200 mm 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. (NS).

Providing and layying pre-polished granite stone 17mm & above like: - s-white, steel grey tan brown, marigold, crystal blue rajastan black, copper silk in skirting/ dados riser of steps pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 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. (NS)

P.H. HSR items

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22].

(vi) 40 mm internal diameter of pipeline.

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. [HSR 28.23].

(i) 11.43 cm thickness of walls

(ii) 22.86 cm thickness of walls

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

Providin and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (HSR 28.50)

(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.

(c) Third layer

Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry)

(e) Bottom layer

Broken stone, screened, washed and graded from 50mm to 75mm (from Ghaggar or approved equivalent quarry)

JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45)

CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm. (HSR 29.46 (c)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm 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 coplete as per standard design. [HSR 29.84].

(a) Size 450 mm x 450 mm

(c) Size 600 mm x 900 mm

Extra for every 0.30Mtr depth of inspection chamber. (HSR 29.85)

(a) 450mmx450mm

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90).

(ii) On 150 mm I/d Pipe sewer

(a) For 1.20 Mtrs. depth below ground level

(b) For 1.50 Mtrs. depth below ground level

(c) For 1.80 Mtrs. depth below ground level

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 NP2 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 dia. (HSR 29.93 (a).

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole inlcuding carriage loading, unloading, stacking handing re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge. (HSR 29.94)

Type : Extra Heavy Duty Set (MD-10)-560mm clear opening.

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. (b) grade 'A' 150 mm. (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 closet suite for Sinking into floor, with raised foot treads complete with 100mm H.C.I, ‘P’ Trap with or without vent as required and all other necessary fittings as fully described in item no.30.1 above. (b) Size 630mm. (ii) Single colour. (HSR 30.2 (b) (ii)

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].

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)].

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].

Providing and fixing in position best Indian make a range of Three Urinals Flat Back or Angular Lipped Front in Vitreous China-Ware with 10 Litres Capacity best Indian make C.I. Automatic Flushing Cistern with fittings and flush pipe etc., complete as fully described in item no. 30.19 above. 465 mm high. (i) White. (HSR 30.21 (i)

Providing and fixing in position Indian make (Ordinary) Lavatory Suites Consisting of Lavatory in Vitreous China Ware size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; R.S or C.I Brackets for building into wall including Painting; 32mm C.P Brass Waster with C.P brass chain and rubber plug; 15mm C.P Brass Screw down pillar tap with Jamnuts or couplings best design (as approved by the Engineer- In-charge). All fittings best Indian make and to the approval of the Engineer-in-charge. All brass work chromium plated and complete in all respects including cutting and making good the walls floors and painting of fittings etc. (v) Size 560 mm x 450 mm with one no. Tap. (HSR 30.41 (v)

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 chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50]

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)].

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. (i) 750 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 and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (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 super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].

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.

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].

Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)].

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 and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).

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).

(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).

(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 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

(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm

(13) Bend with Door

(14) Bend Plain

(16) Cowls

(17) Door piece

(22) Collars

(b) For 75 mm dia pipes

(1) Heal rest bend

(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm

(13) Bend with Door

(14) Bend Plain

(16) Door piece

(17) Cowls

(18) Collars

Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].

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

Providing & fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal Work - Exposed on Wall. (DSR 18.10)

(i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

(iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

Providing & fixing gun metal gate valve with C.I. Whel of approved quality (Screwed end). (DSR 18.17)

(i) 15 mm internal diameter.

(ii) 20 mm internal diameter.

(iii) 25 mm internal diameter.

(iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

Providing & fixing G.I. Union in G.I. pipe including cutting and threading the pipe making long screws etc. complete (New Work). (DSR 18.46)

(i) 15 mm internal diameter.

(ii) 20 mm internal diameter.

(iii) 25 mm internal diameter.

(iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

PH NS items

Providing Tower bolts with nuts & screws, etc. complete. (NS)

Aluminium (Size 300mm x 10mm) ISI Marked

Providing Tower bolts with nuts & screws, etc. complete. (NS)

Aluminium (Size 250mm x 10mm) ISI Marked

Providing Sliding bolts with nuts & screws, etc. complete (NS)

Aluminium (Size 250mm x 16mm) ISI Marked

Providing Door handles with nuts & screws, etc. complete (NS)

Aluminium (Size 150mm x 200mm x 35mm) ISI Marked

Providing Butt Hinges with nuts & screws, etc. complete (NS)

Aluminium (Size 100mm x 31.75mm x 11mm) ISI Marked

Gauri Buildcon Pvt. Ltd.