Construction of Lobby Convention Hall in the campus of Pt BD Sharma University of Health Sciences Rohtak

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 within a lead of 30 meters. (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 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: (HSR 6.10) (a) For depths of excavation not exceeding 3 meters below ground level.

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 metres. (HSR 6.13(a)

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)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Centring and shuttering for sides and soffits of beams, haunchings, girders, bressumers and lintels. (HSR 9.7)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Centring and shuttering for staircases with slopping soffits including risers and stringers. (HSR 9.8)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Centring and shuttering for columns (squre or rectungular or polygonal in plan). (HSR 9.9)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Centring and shuttering for columns (circular or curved in plan). (HSR 9.10)

(a) In 1st storey

(b) In 2nd storey

Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13)

Cement concrete1:8:16 with stone aggregate40 mm Nominl size in foundation and plinth.(HSR.10.28).

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

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

Providing & laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of cencrete, improve workability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 330 kg/cum.).(HSR 10.66)

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of cencrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in firt storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 330 kg/cum.).(HSR 10.73)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Cement concrete 1:1-1/2:3 with stone aggregate 20mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (10.132+10.95,a)

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 metres above plinth level (HSR.11.7)

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

Masonry work using flyash - lime based bricks (IS:12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102) Note:-The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of roof of purchase of material.

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

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

(a) In 1st storey

(b) In 2nd storey

Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12 mm thick cement plaster 1:4 or pointing, as required. (HSR 11.77)

Top khurra 0.6 mx 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)

Supply & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilecers(HSR 13.55)

(e) 50mm internal dia, G.I. pipe

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

Providing and fixing PVC Rainwater Pipe 6kg 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 taken of proof of purchase of material.

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

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

Providing & 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 taken of proof of purchase of material.

a) 100 mm dia PVC bend

b) 150 mm dia PVC bend

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

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

Precast chequered tiles of 20mm thickness in oridinary grey cement without chips laid on 20mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings (HSR 14.45)

Kotah stone flooring minimum 25mm 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)

Kotah stone 20mm thick in skirting risers of steps, dados and wall facing ( Lining) and pillars laid on 12mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the sande of stone including labour for fixing cramps, dowels and pins etc.(HSR 14.66)

Providing & fixing Ceramic Tiles/ anti skid tiles of size 400 x 400mm or abovee size 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 to tiles. Note: - Tile shall be premium quality (1st quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL,JOHNSON, RAK AND SIMPOLO. (HSR 14.91)

Providing & fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colors, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. (HSR 14.92) Make:-NITCO, KAJARIA, SOMANI, ORIENT & JONHONSONS & RAK.

(b) Size of ceramic Glazed Tiles 300 x 450mm.

Laying and fixing granite stone in all shades, 15mm to 18mm thick in skirting/dado, risers of steps, pillers and wall facing, laid in any pattern as specified over base of 12mm 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, Granite will be supplied by the Department). (HSR 14.95)

Laying and fixing granite stone in all shades, 15mm to 18mm thick 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 of granite stone (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.96).

Providing edge moulding to 17-20mm thick granite stone counters, vanities etc. including machine polished to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge (Moulding) (HSR 14.98) (ii) Double Moulding

Providing and laying Baroda Green marble stone 17mm and above thick in risers of step, skirting, dado, pillars, and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing . The rates are for all heights/ storey. The sample shall be got approved from Engineer-In-Charge.(HSR 14.98)

Providing and laying Baroda Green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing . The rates are for all heights/ storey. The sample shall be got approved from Engineer-In-Charge.(HSR 14.99)

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

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

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

(a) In 1st storey

(b) In 2nd storey

(c) In 3rd storey

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

(a) In 1st storey

(b) In 2nd storey

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

(a) In 1st storey

(b) In 2nd storey

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc.(Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall all 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

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 all 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

Applying priming coat with metal primer on new steel or iron work including preparation of surface. (Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall all 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

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall all 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

Distempering with washable oil bound distemper (of approve 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 all 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 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 all be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) ( HSR 16.79) Through rate

(b) 1st quality

Providing and applying two coats white cement based putty over plastered surface and grinding 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 make)(HSR 16.81) Through rate

Cost of brass fittings complete for doors and window, such as tower bolts, handles etc, and screws for these fitting (excluding sliding bolt) (HSR 17.70)

(a) for single leaf shutter

Supplying and fixing hydraulic door closer, I.S.I. mark, with necessary screws, etc. complete- (H S R 17.82)

(c) I.S.I. designation No. III (size of door 851 mm to 1000 mm)

Providing and fixing sliding bolts with nuts and screws, etc., complete (HSR 17.83)

(a) brass

(i) size 300 mm x 16 mm

(ii) size 250 mm x 16 mm

Factory manufactured panneled door or glaged and window shutters of commercial hard wood such as hillock, champ, chikrassy and chaplash etc. (non coniferous timber other teak, conforming to IS specification No. 1003, kiln seasoned) with 100mm wide vertical styles 150mm wide lock rail 200mm wide bottom rail and 100mm wide other rails, with panels of 15 mm thick , tongued and grooved of commercial hard wood and including cost of iron hings, screws, chocks/cleats, stops, nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (HSR 17.90)- Note 1 under chapter 17.18)

(b) 35mm thick

Factory-manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. (non coniferous timber other teak, conforming to I.S. specification No.1003 kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. , complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (styles and rails of windows shutter shall be 75mm wide) (HSR 17.92)- Note 1 under chapter 17.18) (ii) 35 mm thick

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I. and II, fixed in position, including iron hinges, screws, chocks/cleats and stops etc.(excluding the cost of any fittings other than specified above, but including labour for fixing the same in position) (HSR 17.93)- Note 1 under chapter 17.18) (a) Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges:-(Jwala/Ujala make). (iii) 35 mm thick

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.(HSR.17.99) (a) With Stainless Steel cover plate.

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

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. 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.

Supplying and fixing 4mm thick glass panes i/c special metal sash putty of approved make (b) Glass panes 4mm thick, exceeding 40sq dm area. (HSR 18.30.b)

Pressed steel sheet frames (chowkats) 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 )

(b) Door and window frame of size 76x38 mm with 35mm wide single rebate.

d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate

Preparation of sub grade including trenching rough dressing of soil, fnal dressing of earth, to given levels and chamber, watering, rolling with road roller and compacting the bed (HSR 24.1)

DSR Items

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).(DSR 10.28)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(DSR 22.7.1)

N.S ITEMS CIVIL WORK

Providing & fixing vitrified tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filed with epoxy grout minimum depth upto the thickness of tile of reputed made such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like : RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTEBELL, SIMPOLO (double charged tiles shall be used as approved by Engineer-in-Charge. 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. (NS)

Providing & fixing vitrified tiles 600 x 600 mm of approved make in skirting/dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filed with epoxy grout minimum depth upto the thickness of tile of reputed made such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like : RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTEBELL, SIMPOLO (double charged tiles shall be used as approved by Engineer-in-Charge. 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. (NS)

Providing and fixing S.S pelmet rod 25mm on door and window openings complete in all respect.(N.S)

Fabricating and fixing of 12mm thk. toughened Glass (Modi, Asahi, Saint Gobain make ) with concealed fixing arrangement in floor and ceilings as/architect’s instructions. The rate shall include sealing all joints with with non staining clear silicon sealant/UV treated, machine cut, machine polished edges, tapers to design. Complete in all respect with the entire satisfaction of the Engineer-in-Charge. (N.S.)

Providing & fixing stainless steel handles with complete fitting in all respect with entire satisfaction of Engineer-in-Charge(N.S)

Supplying and laying tarfelt sheet 2mm thick in three layer 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 15cm 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). (NS).

HSR ITEMS P.H WORK

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

Providing 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

(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 masonary inspection chamber sizes as given below upto 0.60 meter 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 1mm thick of neat cement RCC 1:2:4 slab 100 mm thick/c.C topping 50mm thick with 455mm x 455mm/455mmx610mm inside light duly C.I inspection chamber cover and frame weight as per ISI specification painted with 3 coats of black bitumastic superior paint complete as per standred design.(HSR 29.84) (b) 450 mm x 600 mm

CONSTRUCTING BRICK MASONRY ROAD GULLY CHAMBERRS as per standard drawings (as per size given below) including dressing of beds and sides of chamber to exact profiles. 15 CM THICK LIME CONCRTE 16:24:100(as per specified in item no. 10.6) IN FOUNDATION 1ST CLASTT BRICK WORK LAID IN CEMENT SAND MORTAR 1:5 40 MM THICK CEMENT CONCRETE 1:2:4 TOPPING INSIDE THE CHAMBER WITH A FLOATING COAT OF 1.5 MM THICK NEAT CEMENT LAIDIN ONE OPERATING 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 thick left 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. (HSR 29.87) (a) SINGLE ROAD GULLY CHAMBER (i) size 610 mm x 457 mm x 800 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 (HSR 29.93) (a) 200 mm i/dia

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 fixing in position best Indian make (to the approval of the Engineer-in-Charge) Indian type water closet suite consisting (HSR 30.1)

(a) Size 580mm

(i) White

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT WITH NON-CONCEALED ‘P’ OR ‘S’ TRAP with or without vent and all other necessary fittings as fully described in item no.30.3 above.(HSR.30.4)

(i) White

Extra over item no.30.1 to 30.4 and 30.6 for providing and fixing 15 litres capcity low level vitreous china ware cistern complete with flush bend all other necessary fittings instead of C.I high level cistern complete with fittings.(HSR30.12)

(i) White

Extra over item no.30.1 to 30.4 and 30.6 for providing and fixing best indian make plastic hygenic seat with lid complete insted of hollow black or white plastic seatand lid.(HSR 30.13)

(i) White plastic seat (Solid)

Providing & fixing in position best Indian make a range of three urinals flat back or angular lipped in vitreous China-wire with One NO.10 litres capcaity C.I. Cistern with fittings and flush pipe etc. complete . 465mm high (i) White (HSR 30.21 i)

Providing and fixing 25mm thick marble partitions for different type of urinals.(HSR 30.40)

(b) Vetreous Chinaware Partition plate.

(i) White

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (ORDINARY) LAVATORY SUITES consisting of Lavatory in VITREOUS CHINAWARE s ize as give below ( to the approval of the Engineer- in-c harge) including china plug for tap hole where necessary ; R.S. or C.I.BRACKETS for building into wall including painting;32mmC.P.BRASS WASTE WITH C.P. brass chain and rubber plug;15mm C.P.BRASS SCREW DOWN PILLAR TAP WITH jam nuts or couplings best design (as approved by the Engineer-in-charge) ALL FITTINGS BEST INDIAN MAKE (HSR.30.41)

White

(i) Size 450mmx300mm with one no. tap

Providing and fixing in position best quality Stainless steel sinks with complete fittings as fully desciribed in Item No.30.51 above. (b) 530mm x 450mm x 175mm (HSR 30.53b)

Providing & fixing in position best Indian make paper holders fixed into wall with C.P brass screws complete in all respects in all including cutting and making good the walls etc.(HSR.30.67)

(a) C.P brass

Providing & fixing in position best indian make towel rails fixed in with rawlslugs embeded in walls with C.P brass screws complete in all respect including cutting and making good the walls etc.(HSR.30.68)

(e) C.P brass towel ring

Providing and fixing in position best indian make bevelled edge.5.5 mm thick mirror mounted on asbestos sheet ground in position by means of 4 nos. chormium plated brass screws and washers over rubber washers and and rawl plug embedded inthe wall or cohormium plated brass clamps with C.P brass screws (as required by the Engineer-in-Charge) complete including cutting and making good the walls etc.(HSR.30.71)

(a) Indian Make

(i) 600mmx450mm

Providing and fixing in position super quality 65mm dia opening C.P. barss dome type hinged grating weighting about 750gms. Fixed in cement mortar 1:2 complete all respects (as required by the Engineer-in-Charge) (HSR 30.74)

Providing & fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-chargre). (HSR 30.75)

(a) Bib cock long body

(c) Bib cock

Providing and fixing in position C.P. brass stop cocks (as approved by the Engineer-in-charge) (HSR 30.76)

(a) 15 MM stop cock

(i) Stop cock male & female end

Providing & 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 but excluding cost of lead jointing. (HSR 30.84)

(b) 75mm internal diameter

(a) 100mm internal diameter

Providinng lead caulked joints to HCI pipes and specials conforming to ISI specification of ELC manufacture or any other reputed firm including cost of lead yarn,fuel and tools,etc.(HSR 30.87)

(a) 100mm internal diameter (1.13 kg.)

(b) 75mm internal diameter (0.91 kg.)

Providing and fixing HCI floor tarps ISI marked of the self cleaning design with C.P brass hinged grating with frame with or without vent arm and including cement concrete1:2:4 under and around the floor trap where required upto floor level complete in all respects includig cutting and making good the walls and floor, etc.,minimum depth of water shoould be 150 mm with minimum scal of 50mm (HSR 30.89)

(a) with 50mm i/d outlet

Providing & fixing in position HCI specials for soil waste vent or antisyphone pipes to ISI marked including cutting holes in walls roofs or floors etc. and making good but excluding cost of lead jointing. (HSR 30.91)

(a) For 100mm i/d pipes

(4) Single junction with door 100mmx100mmx100mm

(6) Single junction plain 100mmx100mmx100mm

(13) Bend with door

(14) Bend plain

(16) Cowls

(22) Collars

(b) For 75mm i/d pipes

(4) Single junction with door 75mmx75mmx75mm

(6) Single junction plain 75mmx75mmx75mm

(13) Bend with door

(14) Bend plain

(17) Cowls

(18) Collars

Cutting chase in brick walls in cement or in floor for embedding G.I. of H.C.I. pipe lines and making good the same to its orignal condition (HSR 30.95)

(a) Size 75mm x 75mm

Painting H.C.I soil waste and vent pipes and fitting with black bitumastic ordinary paint of approved manufacture one coat on old work.(HSR 30.100)

(a) 100mm internal diameter

(b) 75mm internal diameter

Providing and Fixing in position automatic brass ball valves in tanks (HSR 30.110)

(b) with plastic ball

(i) 15mm internal diameter

Providing and fixing in position gully traps fixed in cement concrete with 1:4:8 complete with H.C.I. grating 150mmx150mm cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cos of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundations and cement concrete 1:2:4 in coping 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, minimum depth of water should be 150mm with a minimum seal 50mm. (HSR 30.114)

(a) 100mm internal diameter S.W gully trap

Providing and fixing HDPE WATER STORAGE TANKS of sintex, diplast , O.K. 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 & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respect to the satisfaction of Engineer-in-Charge. (except civil work). (HSR 30.119)

1000 ltr. Capacity

(DSR items)

Providing and 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)

15 mm dia nominal bore

20 mm dia nominal bore

25 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(DSR 18.17)

20 mm dia nominal bore

25 mm dia nominal bore

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

15 mm dia nominal bore

20 mm dia nominal bore

25 mm dia nominal bore

N.S ITEM P.H WORK

Supply and fixing gate valve of size 15mm dia complete in all respect.(N.S)

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.(N.S) Size 160mm od

EDDY BUILDERS PVT LTD