Repair replacement of sewage line, cleaning and repair manholes, chambers, soakage wells, de-sludging of septic tank soakage and repair to boundary wall , fencing, path, hard standing, drain, culvert and other Misc item at Kanjoli line Bharatpur

Amount

Excavation in trenches, not exceeding 1.5 metre wide and not exceeding 1. 5 metre in depth; for foundation or for manholes not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed by the Engineer-in-Charge.

All as per item No. 1 above but exceeding 1.5 metre depth and not exceeding 3 metre in depth complete all as specified and directed by the Engineer-in-Charge.

Returning filling in, including spreading, levelling, watering and well ramming in layers each not exceeding 25 cm depth in soft/loose soil complete all as specified and directed by the Engineer-in-Charge.

Removing surplus spoil to distance not exceeding 50 metre and depositing where directed at level not exceeding 1.5 metre above the starting point complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and pavings n.exc 15 cm thickness (below or above GL) complete all as specified and as directed by Engineer-in-Charge

Demolition of RCC of any description and in any position not otherwise specifically provided complete all as specified and as directed by Engineer-in-Charge

Dismantling of cast iron drain pipe of size 100mm or less, jointed in CM and taking out of trenches, if required complete all as specified and as directed by Engineer-in-Charge. (Note:- Excavation & earthwork shall be measured and paid separately.)

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 100 mm bore as per IS 3989 , ISI marked in any length, with or without ears, with cement joints, laid in trenches or in floors etc all as directed by Engineer-in-Charge.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 100 mm bore as per IS 3989 , ISI marked in any length, without ears, with cement joints, fixed to wall including necessary clamps all as directed by Engineer-in-Charge.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 75 mm bore as per IS-3989, ISI marked, in any length, with of without ears, with cement joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 75 mm bore as per IS-3989, ISI marked, in any length, with of without ears, with cement joints, fixed to wall including necessary clamps all as directed by Engineer-in-Charge.

S&F 100mm dia cast iron cowls including taking down of old cowls complete all as specified and as directed by Engineer-in-Charge.

S&F in repair 100mm dia cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and as directed by Engineer-in-Charge.

S&F cast iron bend of 100 mm bore with oval access door complete all as specified and as directed by Engineer-in-Charge.

S&F cast iron bend of 100 mm bore with duck's foot or heel rest complete all as specified and as directed by Engineer-in-Charge.

S&F cast iron bend of 75 mm bore with oval access door complete all as specified and as directed by Engineer-in-Charge.

S&F cast iron bend of 75 mm bore with duck's foot or heel rest complete all as specified and as directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete pipe) set in cement mortar for 150 mm dia pipe or less complete all as specified and as directed by Engineer-in-Charge.

S&F 150 mm dia Reinforced concrete pipe Class NP-2 with one collar per length joint with CM 1:1 with spun yarn and complete tested complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete 1:3:6 type C-2 (using 40 mm graged stone aggregate) as in concrete bed to drain pipes of 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge.

Demolition of brickwork or stone boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by Engineer-in-Charge.

Dismantling of brickwork or stone boulder masonry in portions built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by Engineer-in-Charge.

Brickwork with sub-class ‘B’(old size) burnt clay bricks straight or curved on plan exc 6 metre mean radius built in cement & sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in foundation, filling and mass concrete complete all as specified.

Plain Cement Concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in surface channels, drains and inside the main hole complete all as specified and as directed by Engineer-in-Charge.

Extra forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms,moulds, mitered/stopped etc complete all as specified and as directed by Engineer-in-Charge.(Note: Inner girth shall only be measured)

Add to or deduct for each 25mm girth or part thereof over or under 30cm ditto

M&L for Continuous brick edging with fly ash bricks (old size); with width equal to the deth of the brick, laid dry, on edge

M&L for 75 mm thick cement concrete 1:3:6 Type C-2 (using 40 mm graged stone aggregate) as in plinth protection etc complete all as specified and as directed by Engr-in-charge.

Taking down cement or cement lime plaster of any description from brick or stone walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge.

M&L Rendering 15 mm thick using cement and sand mortar 1:4, mixed with water proofing compound as per manufacturer’s instructions, on fair faces of cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. (Note :- water proofing compound shall be measured and paid separately under appropriate item of this schedule)

M&L Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge

M&L Rendering 15 mm thick in cement and sand mortar 1:4 on other than faces of brick work or cement concrete or stone surfaces including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge

Supply only integral water proofing compound ISI Marked complete all as specified and as directed by Engineer-in-Charge.

Preparation of newly plastered surfaces of wall including cornices, pillasters etc and applying two coats of cement based paint, white or tinted complete all as specified and as directed by Engineer-in-Charge

M&L for providing cement concrete 1:2:4 Type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge

Demolition of stone slabs and tiles of any description or thickness in floor, appron etc laid dry or laid dry and pointed etc. complete all as specified and as directed by Engineer-in-Charge.

M&L for 40 mm thick sand stone slab as mainhole cover complete all as specified and as directed by Engineer-in-Charge.

M&L Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and forming benching as required for 150 mm dia pipe complete all as specified and as directed by Engineer-in-Charge.

M&L for cutting holes area exc 150 sq. cm but not exc 400 sq. cm of holes into or through brick wall built in cement mortar or cement lime mortar and stone walls built in lime mortar or walls of lime concrete making good in cement mortar 1:3 or cement concrete 1;2:4 type B-1 as required complete all as specified and as directed by Engineer-in-Charge.

Dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to stores and rubbish off the premises all as specified / directed.

M&L for coloured non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, as in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed or bedding layer of cement mortar 1:6, 15 mm thick complete all as specified and directed.

M&L for coloured glazed ceramic coloured tiles of size 300mm x 200mm x 7mm thick on vertical surface such as skirting dado etc including 10mm thick rendering in CM 1:4, set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed.

M&L for coloured glazed ceramic coloured tiles of size 350mm x 250mm x 7mm/450mm x 350mm x 7mm thick on vertical surface such as skirting dado etc including 10mm thick rendering in CM 1:4, set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed.

S & F in repair PVC 10 ltrs , valveless, syphonic action type, flushing cistern, white, low level, with inlet, ball valve, float and handle, including 32 mm bore flush pipe brackets complete all as specified and as directed by Engineer-in-Charge.

S&F PVC connection 15 mm size with PTMT nuts of length 450 mm including complete all as specified and as directed by Engineer-in-Charge.

S&F in repair CP grating including jointing with cement of size 125 mm outlet weight not less than 50 gm for floor trape or Nahani trap complete all as specified and as directed by Engineer-in-Charge.

S&F in repair Vitreous China squatting pan “Orissa” pattern, size 580x440mm, white, with integral foot rests and 'P' or 'S' trap (excluding flushing cistern and flush pipe), including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor all as specified and as directed by Engineer-in-Charge.(Note: The disturbed surface of floor shall be made good as per existing specification without any extra cost to the Govt)

S&F in repair vitreous china wash down water closet pan (pedestal pattern) white, including all required fittings including Demolition of old existing unserviceable pedestal pattern western type WC complete all as specified and as directed by Engineer-in-Charge.

S & F in repair wash hand basin vitreous china, size 550mm x 400mm, white, flat back, including CI brackets, pillar tap fixed to 15mm bore pipe, long body fancy type cast copper alloy with capstan heads, chromium plated screwed down high pressure,with ot without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts, CP waste fitting for waste pipe 32 mm dia with brass coupling, center hole CP grating including pinning in ends of brackets etc complete all as specified and as directed by Engineer-in-Charge.

Supply only plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device.

S&F in repair Bib tap, cast copper alloy Chromium Plated fancy type/ long body with crutch or butterfly handle, screwed down, suitable for 15mm nominal bore iron pipe screwed for iron or brass ferrule and fixed complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking up or down the existing unserviceable GI tubing and S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 15 mm complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking up or down the existing unserviceable GI tubing and S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 20 mm complete all as specified and as directed by Engineer-in-Charge.

S&F in repair 15mm bore Stop valves, fancy type chromium plared screwed down high presure, with crutch of butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer-in-Charge.

S&F in repair cast iron nahani trap of size 75 mm dia of outlet with grating including jointing with wast pipe fixed in cement concrete 1:2:4 type B-1 using 20 mm graded curshed stone aggregate complete all as specified and as directed by Engineer-in-Charge.

S&F 110 mm dia PVC (SWR) pipe single socketed in any length fixed with suitable adhesives laid in trenches or in floor complete all as specified and as directed by Engineer-in-Charge.

Ditto all as per Srl item No 58 here in before but fixed on wall complete all as specified and as directed by Engineer-in-Charge.

S&F in repair PVC (SWR) bend for 110 mm bore pipe, any radius jointed with suitable adhesives complete all as specified and as directed by Engineer-in-Charge.

S&F for MS work for bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay) conforming to Fe.290. Gde-E-165. complete all as specified and as directed by Engineer-in-Charge.

Disconnecting existing tanks of capacity exc 250 litres & n exc 500 litres, setting aside (or lowering if required) for repairs, cleaning, etc. and hositing if required reconnecting and re-fixing in position after cleaning and removing all scale and dirt, etc. from tanks and form mouths of circulating pipes, etc. complete all as specified and as directed by Engineer-in-Charge.

Dismantling old unserviceable water tanks of capacity exc 250 litres & n exc 500 litres and removing to store

S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of capacity 500 litres, white colour, triple layered, hoisted and fixed in position all as specified in SSR Part I

S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of capacity 1000 litres, white colour, triple layered, hoisted and fixed in position all as specified in SSR Part I

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) of size n. exc 1.5 Sqm each complete all as specified and as directed by Engineer-in-Charge.

S & F factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet stip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement as per specification & drawing.

S & F solid PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS Square tube fixed in opening as per specification & drawing complete.

S & F of Butt hinges, 100mm size extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type B-21 complete all as specified and as directed by Engineer-in-Charge.

S&F aluminium, anodised, 150mm long barrel tower bolts of extruded section and fixed complete all as specified and directed.

S&F aluminium, anodised handle 150mm size cast type anodised complete all as specified and directed.

Cleaning/removing blockage of sewer line (SGSW/RCC/CI) of dia 100mm including gully traps, grease traps etc.by removing all filtn/sitt, foreign materials and other deposit whatsover competely and making the line free from all obstacles of any description or in any position by roding, by pressure pump of any type or by using any mechanical equipments, manually or by puncher of sewage line and repair the same if required including taking off and re-fixing manhole covers including testing the flow of sewar line evenly, smoothly by filling water and removing the silt/sludge in covered van/trolly outside the MD land complete all as specified and directed by Engineer-in-Charge.

Ditto all as per Srl Item No 72 here in before but size of sewage line 150 mm dia complete all as specified and directed by Engineer-in-Charge.

De-watering from septic tanks/soakage wells of any size and any depth by suitable pumps then De-sludging and also removing of all wastes, semi solid or liquid of any description to the location as specified and directed by Engr -in- Charge.(Note : waste and Solid will be pay as desluging in srl item No 68 here in below. Dewatering close container tank of capacity not less than 4000 ltr will be taken to be deliverd to out side Location of defence land shown by Engineer-in-Charge. Dewatering shall be threw away from site exc 500 mtr but n. exc 3000mtr complete all as specified & directed. )

De-sludging of mainhole sludge (dry/wet), not exceeding two cum of each manhole irrespective of depth for manhole, individual manhole, desludging of septik tank/soakage well of any size and depth, cleared and sludge removal, manually including removal of sludge in covered vehicle to a distance exc 500m but n.exc3000m & burried in excavated pit of adequate size including excavation and covering with earth from the existing septic tank of any depth, any capacity, in foul conditions, including taking & placing in position the manhole covers of any description, removal of sludge & solid contents to any place outside defence land and depositing where directed by Engineer-in-Charge complete all as specified and directed by the Engineer-in-Charge.

Cleaning/removing blockage of WC, bath, kitchen, WHB, EWC, IWC, Gully Trap, includding P or S Traps, sewer line of any description, by rodding, by pressure pumps of any description etc manhole of any section and depth any situation by way of cleaning /desludging manhole by using any type of manually or mechanically or by way of any other suitable means including foreign material as well as roding of sewer line in and between succesive manholes manually or mechanically or pump out sewage from blocked manhole where required and directed by Engr-in-Charge and keeping the sewage line functional cleaning trap water closet soil /water /went pipe gully trap up to final drop out let in to septic tank (working in foul condition with taking precautionary measures equipment as required or applicable all as specified. Note :- The contractor shall provide 04 Nos of safaiwala in kanjoli area at 8:30 AM to 17:00 PM on all working days except sunday and holiday. (Note: Attendence register will be maintened by contractor and got initialed from JE and engineer in chrage daily. The same shall also be produce alongwith RAR)

Ditto all as per Srl item No 76 here in before but on emergency basis on Sunday/ closed holiday/ gazetted holidays on call from Engineer in charge or JE.

Provn of Hume Pipe septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for 10 Users.

Provn of Sokage well, excavation in ordinary soil, foundation in PCC 1:3:6 wall of honey combed masonry with top ring of M-25 concrete, including intercepting chamber, screen chamber brick work in CM 1:6, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2 meter dia and 3.0 meter effective depth complete all as specified and as directed by Engineer-in-Charge.

M&L for Lime or Sand stone in block, set in cement mortar 1:6 as in bands, string and plinth courses, blocking courses, plain pillasters, etc. In straight work complete all as specified and directed by Engineer In-charge

M&L for Rough Cast Plaster on exterior walls in two layers, under layer 10mm thick in CM 1:4 (1 cement : 4 coarse sand) on fair faces of brick work or concrete surfaces, furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1:1 (1 cement : 1 coarse sand : 1 stone chipping 6 to 12 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as specified (payment for providing grooves shall be made separately).

M&L for Rough Cast Plaster on exterior walls in two layers, under layer 10mm thick in CM 1:4 (1 cement : 4 coarse sand) on stone masonry surfaces or surface other than fair face of brick work, furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1:1 (1 cement : 1 coarse sand : 1 stone chipping 6 to 12 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as specified (payment for providing grooves shall be made separately).

Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the grooves complete as per specifications and direction of the Engineer-in-charge.

M&L for Preparation of newly plastered surfaces of wall including cornices, pillasters etc and applying two coats of cement based paint, white or tinted over a coat of alkali resistant primer complete all as specified and as directed by Engineer-in-Charge

Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete, brick work, masonry, etc. any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type complete all as specified and as directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Excavation in post holes each n. exc .50 cum, getting out in soft/loose soil and removing surplus material n. exc 50 mtr and making good disturb surfaces complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundation of posts and struts, foundation, filling and mass concrete etc.complete all as specified and directed by Engr-in-charge.

S&F Mild steel work of Fe-290 Gde E-165 as in angle iron fencing posts and struts & flat iron, drilled and countersunk for boulders running bars, including embedding in concrete and securing etc post and struts in fencing including cutting, tops to shape as directed, bent to shape, drilling holes, notching for wire etc. flat iron fillets (for securing wire mash etc.) including all necessary drilling, bolting or riveling etc. complete all as specified and directed by Engr-in-charge.

Mild steel Round bars conforming to Fe 290 (Gde-E-165) 10mm dia and over as in horizontal vertical fillets in fencing including hooking complete all as specified and directed by Engr-in-charge.

Supply only Chain link MS galvanised fencing, any size or type complete all as specified and as directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provission of binding wire. complete all as specified and as directed by Engineer-in-Charge.

S&F in repair Mild steel screw bolts (machine made) of 10mm dia and 50mm long with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut complete all as specified and directed by Engr-in-charge.

S&F in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)

Material and Labour preparation of new steel and iron surface of any description and applying 2 coats of syntheltic enamel paint over a coat of red oxide primer complete all as specified.

Surfaces of any description, n. exceeding 10cm in width or girth when unconnected with other painting or when painted in a different tint complete all as specified and as directed by Engineer-in-Charge.

Material and Labour preparing surfaces of new steel and iron work, treating small articles such as holdfasts, gully gratings, back of chowkhats, end of posts etc. area n. exc. 0.10 Sqm aech and treated with tar or coal tar black paint complete all as specified and directed.

M&L Precast cement concrete type B1 (1:2:4) using 20 mm graded aggregate in curve stone ,window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts,boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in CM(1:4) with joints to match etc. complete all as specified and as directed by Engineer-in-Charge

M&L for Stone kerb (Sand Stone) of roughly squared stones of size 15cm x 30cm and not less than 45cm in length, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and as directed by Engineer-in-Charge

M&L for broken stone or boulders in hardcore of gauge exc 63 mm but n exc 100 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rolled/rammed to a true surface complete all as specified and as directed by Engineer-in-Charge

M&L for 100 mm thick Cement concrete type D-2, 1 : 4 : 8 (40mm graded aggregate) as in sub floors/sub bases etc. complete all as specified and as directed by Engineer-in-Charge

M&L for Sand for filling under floors ,spreading and levelling in layers 25 mm thick including watering and consolidation complete all as specified and as directed by Engineer-in-Charge

M&L 80 mm thick Machine pressed precast concrete interlocking paver block with grey cement and no pigment of shape and size as approved by GE confirming to IS 15658-2006, M-40 Grade complete all as specified and directed by Engineer In-charge

M& L for 80 mm thick Machine pressed precast concrete interlocking paver block with M-40 grade of shape and size as approved by GE conforming to IS 15658-2006 with grey cement and colour pigment complete all as specified and directed by Engineer In-charge

M& L for 80 mm thick Machine pressed precast concrete interlocking paver block with M-40 grade of shape and size as approved by GE conforming to IS 15658-2006 with coloured rubber laminated finish complete all as specified and directed by Engineer In-charge

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and as directed by Engineer-in-Charge.

M&L for Granolithic concrete 1:1:2 floor topping 30mm thick; laid over cement concrete subfloors etc. and finished to an even and fair surface using non metallic floor hardener by using floater etc. complete all as specified and as directed by Engineer-in-Charge. (Note:- Non metallic floor hardener shall be measured and paid separately)

Supply only Non metallic floor hardener @ 5.0 Kg per sqm or as per manufacturers instruction. (Make : Dr. Fixit Piditop 333 or equivalent) complete all as specified and as directed by Engineer-in-Charge. (Note : Complete Quantity of material to be deposited in MES Storeyard before commencement of application)

M&L for 150 mm thick Cement concrete type B-2, 1 : 2 : 4 (40mm graded aggregate) as in floors, pavings etc. complete all as specified and as directed by Engineer-in-Charge

M&L for flush pointing to brick work in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

M&L 300 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars. complete all as specified and as directed by Engineer-in-Charge.

Concrete bed to 300 mm bore drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2

M&L 450 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars. complete all as specified and as directed by Engineer-in-Charge.

Concrete bed to 450 mm bore drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2 complete all as specified and as directed by Engineer-in-Charge.

M&L for three coats of white washing on newly plastered surfaces of walls including preparation of surfaces all as specified and directed.

M/S MAMTA CONSTRUCTIONS

M/s Ranaji Construction Co

M/s Gupta Traders

PD GUPTA AND COMPANY