Recalled for Construction of Community Centre G2 Storey in PT B D Sharma UHS at 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 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 stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38)

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

Pre-cast cement concrete 1:1-1/2:3 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 at the ground level or in first storey (HSR 10.77+10.95a)

Pre-cast cement concrete 1:1-1/2:3 with stone aggregate 20mm nominal size nominal size in tiles and 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 at the ground level or in first storey (HSR 10.78+10.95a)

Cement concrete 1:1-1/2:3 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 respect. (HSR 10.81+10.95a)

First storey

Second storey

Third 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

Third storey/mumty

Fourth storey/mumty

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

Third storey/mumty

Fourth storey/mumty

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for circular or curved columns excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR 10.88+10.95a)

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasias 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 incluing centering and shuttering, laid in position, complete in all respects. (HSR 10.89+10.95(a)

Second storey

Third storey/mumty

Fourth storey/mumty

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

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

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 meters above plinth level (HSR 11.7)

First storey

Second storey

Third storey

Fourth storey/mumty

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

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

First storey

Second storey

Third storey

Masonry 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 allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

First storey

Second storey

Third storey

Fourth storey/mumty

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

Third storey

Fourth storey/mumty

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

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

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

First Storey

Third storey

Fourth storey/mumty

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

Third storey

Fourth storey/mumty

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 allotted 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)

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

First floor

Second floor

Third floor/mumty

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

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

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 allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material

Ground floor

First floor

Second floor

Third floor/mumty

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

Ground floor

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

Ground floor

First floor

Second floor

Third floor/mumty

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

Ground floor

First floor

Second 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 jointing 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 allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material

Ground floor

First floor

Second floor

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

Second storey

Third storey

Fourth storey/mumty

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

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

First storey

Second Storey

Third storey

Fourth storey/mumty

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

Second Storey

Third storey

Fourth storey/mumty

20 mm thick cement plaster 1:4 in 2 coats work. (HSR) 15.15

First storey

Second Storey

Third storey

Fourth storey/mumty

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

Ground floor

First floor

Second floor

Third floor/mumty

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 & 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

Painting two coats with plastic emulsion paint on walls on new work to give an even shade (HSR 16.30 )

Spirit polishing two coats including two coats of wood filler on new work. (HSR 16.44)

Finishing walls with exterior decorative cement based paints such as snowcem Robbiacem etc on new work, two coats to give an even shade (HSR 16.61)

Providing & 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

Teak wood chowkhats of doors and windows including iron hold fasts, corner straps, screws, bolts for hold fasts, corner straps, screws, bolts for hold fasta, corner straps, screw, bolts for hold fasts etc. complete fixed in position (HSR 17.13)

Teak wood door and window shutters, panelled, glazed or glazed and panelled, including iron hinges, screws, chocks/cleats and stops etc., complete fixed in position (excluding the cost of tower bolts and handles, but including the labour for fixing the same) (HSR 17.37) (b) 30 mm thick (12 mm thick teak wood panel)

Teak wood wire gayze door & window shutters without spring housed in chowkets including chocks/cleats, iron hinges and screws etc. complete fixed in position (excluding the cost of tower bolts and handles but including the labourfor fixing the same) (a) 30 mm thick (HSR 17.38)

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

First storey

Providing and fixing 12 mm thick and 150 mm wide pelmet of commercial ply wood with 25 mm dia teak wood curtain rod and brackets including fixing with 25 mm x 3 mm MS flat, 10 cm long and plugs (Teak) etc. complete. (HSR 17.63) + note (i)

First to Third storey

Providing and fixing wooden handrail of required shape and design, with necessary, screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position (c) teak wood (HSR 17.69 (c)

Cost of brass fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) For single leaf shutter (HSR 17.70 (a) For single leaf shutter

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

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) a (i) Brass size 300 mm x 16 mm

Providing & fixing sliding bolt with nuts & screws, etc. complete (HSR 17.83) a (ii) Brass 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 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) :- Decorative veneering with vertical grains or cross bands and face veneer on both sides teak facing and edges lipped with comercial hard wood with laminated core: (Duro, Green) 35 mm. Thick (HSR 17.93(c) 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)

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 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)

Preparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, 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 & 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 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:- (DSR 22.7.1)

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 :

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

First Storey

Third storey

Fourth storey/mumty

N.S Items

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 & fixing structural glazing with 6 mm thick antelio heat resistant glass (toughened colored glass) make : MODI, SAINTGOBAIN) over frame of aluminium extruded tubular section of Jindal/Hidalco make having section (4"x2") 14 gauze. Panel size of 4'-0" x 2'-0" the aluminium quality as per garde 6063 T5 or to as per BS 1474 including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade aluminium section & joints duly filled with silicon sealer & gasket complete. The rate to be inclusive of cost of material such as cleats, sleeves, screws, silicon sealant, gasket of superior quality etc. necessary for fabrication of extruded aluminium farme work in all respects entire the satisfaction of the Engineer-in-charge. (Make of all the constituents like sealant, gasket etc. shall be got approved from Engineer-in-charge before application) (N.S)

Providing and fixing Aluminium sheet V-Shaped over expansion joint 0.5 mm thick. (N.S)

First storey

Second Storey

Third storey

Providing and fixing precast glanium chequred tiles 20mm thick complete in all respect.(N.S)

Providing & fixing vitrified tiles 600 mm 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 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3mm of (reputed made such as pidilite (T-13 Roff), Ferrous crete or equivalent) as approved by Engineer-in-Charge. Note: Tile shall be of premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARIA, SOMANI, JOHNSON, ORIENT BELL, 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)

Ground floor

First floor

Second floor

Providing & fixing vitrified tiles 600 mm x 600 mm of approved make 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 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3mm of (reputed made such as pidilite (T-13 Roff), Ferrous crete or equivalent) as approved by Engineer-in-Charge. Note: Tile shall be of premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARIA, SOMANI, JOHNSON, ORIENT BELL, 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)

Ground floor

First floor

Second floor

Providing and laying Pre-polished granite stone 17 mm and above (colours like:-S-White, Steel Grey, Tan Brown, Marigold, Crystal Blue, Rajasthan Black, Copper Silk) 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. (NS)

Ground floor

First floor

Second floor

Providing and laying Pre-polished granite stone 17 mm and above (colours like:-S-White, Steel Grey, Tan Brown, Marigold, Crystal Blue, Rajasthan Black, Copper Silk) 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 including labour for fixing cramps pins and dowels etc. (NS)

Ground floor

First floor

Second floor

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:- (HSR 6.8)

(a) Without timbering and shoring upto

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.

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

Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. (HSR 28.22)

(f) 40mm I/d

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)

a) 11.43 cm thickness of walls

b) 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 200mm I/d

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 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. (HSR 29.84)

a) Size 450mm x600mm inside (with 455mmx610 mm cover and frame single seal pattern 1 weighing 38 kg with C.C topping

c) Size 600 mm x 900 mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping.

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 (HSR 29.93)

a) 200 mm i/dia RCC NP2

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 (HSR 29.95)

ii) 150 mm i/d

ii) 100 mm i/d

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

(ii) Single Colour

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. (HSR 30.12)

(i) white+Single Colour

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)

Providing and fixing in position best indian make flat black or angular lipped front urinal 465 mm high consisting of:- (HSR 30.19)

Flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge) ( i) White

Providing and 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 iyem no. 30.41 above (HSR 30.42) White

(iii) 610mmx510mm with one no. tap

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) (HSR 30.48)

Providing and fixing in position best quality stainless steel sinks with complete fittings as fully described in utem no 30.51 above (HSR 30.53)

a) 600 mm x 450 mm x 200 mm

Providing & fixing in position best indian make shower with 15 or 20 I/d in-let (HSR 30.66) (b) CP brass rose showers

(ii) 125 mm diameter rose showers

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. (HSR 30.68)

a) 25mm dia C.P brass adjustable.

ii) 600mm long.

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. (HSR 30.69)

(a) With CP brass brackets and guard rail i) white.

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. (HSR 30.71)

a) Indian make (I) 600mmx450mm

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

i) Stop cock male and female end.

ii) Concealed stop cock with flange

Providing and fixing in position best indian make flexible tube connection (HSR 30.82)

b) C.P brass i) 15mmx300mm.

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 (HSR 30.84)

(a) 100mm internal diameter

(b) 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. (HSR 30.87)

(a) 100mm internal diameter (1.13kg)

(b) 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. (HSR 30.88)

(a) For 100 mm internal diameter pipes

(b) For 75 mm internal diameter pipes

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

b) With 75mm I/d outlet.

Providing and fixing in position HCI 50 mm internal diameter outlet plain nahani trap ISI marked of the self cleaning design with CP brass hinged granting with frame weighting 6.80 kg each fixed complete as fully described in item no. 30.89 (HSR 30.90)

(a) with 75 mm i/d outlet plain Nahani trap

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 (HSR 30.91)

(a) 100mm i/d pipes

(i) Heal rest bend

(xiii) Bend with door

(xxii) Collars

(xxiv) c) WC connection 300mm long

(xiii) Bend with door

(xiv) Bend Plain

(xviii) Collars

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 (HSR 30.114)

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

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. (HSR 30.119)

1000 Ltr. Cap.

DSR ITEMS

Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10)

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).

Providing and fxing gun metal gate valve with C.I. wheel of approved quality (Screwed end) (DSR 18.17)

Providing & fixing G.I Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting and making good the wall: (DSR 18.11)

(i) 15mm internal diameter pipeline

(ii) 20mm internal diameter pipeline

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