Rest Work of Beautification at Lehra Devi Farenda Distt. Maharajganj.

Amount

Dharamshala

Excavation of foundation in ordinary soil (loam clay or sand) including lift upto Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

Filling of carted earth.

Providing and laying in cement concrete 1:4:8 (1 cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper Completion of work.

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits walltrenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S . 6313 (Partll 1981) Alderineemulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane wil be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary& foundation 5 liters per sqm .(2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinthfilling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters/sqm (5 Treatment of soil along external perimeter of building 5 liters/sqm

R.C.C. work with cement approved coarse sand and 20 mm. Jguage approved stone grit im the proportion of 1 : 1 . 5 3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc , required for proper completion of the works. strength of the concrete shall not beless than M-20

As in item no.6 above but for slabs ( Using 1:1.5:3 Mix (concrete ) strength of the concrete shall not beless than M 20

As in item 6 but for the lighter beamsi.e.having spans upto 16 m.(Using 1:1.5:3 Mix Concrete ) strength of the concrete shall not beless than M - 20.

As in item 6 abave but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix (concrete ) strength of the concrete shall not beless-than M-20

As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.

M 150 brick work in 1: 6 cement and coarse sand of 2.25 fineness modulus mortar in fqundation and plinth lincluding supply of all materials, labour and tools and plants etc.required for proper completion of the work.

M- 150 brick work in 1 6 cement and coarse sand of 2.25 fineness modulus mortar in super - structure above plinth level up to floor two level ( up to two storeys) including necessary cutting and moulding of brick work as required and lalso including honeycombed brick work in thickness of wall more than 12cms.

Same as in item no. 13 but in 1: 4cement and coarse sand mortar in superstructure for wall thickness 12 cms& below brick work.

P/F TMT FE- 500 or iron in plain work such as reinforced concrete or reinforced. brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth.1 cement : 6 Course Sand

12mm cement plaster in single coat on fair side of single or I half brick wall for exterior plastering up to floor two level lincluding internal rounded angles chamfers, and / or rounded Jangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive.1 cement: 4Course Sand

Making grooves 10 to 12 mm wide x 8mm deep in plaster the Jallor in ceiling vertically of horizontally as required

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement:4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to edges to give high lgloss finish etc.complete at all levels Granite of any colour and shade Area of slab over 0.50 sqm

Providing and fixing 18 mm thick gang saw cut. mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, faciasandlI similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite of any colour and shade Area of slabover 0.50 sqm.

Supply and fixing of Kota stone in flooring 20mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc required for proper completion of the work. 25 mm thick

Cement concrete flooring 1 2 :4 (1 cement 2coarse sand 4 Jgraded stone aggregate 12 20mm nominal size laid in one layer neat cement ( 40mm thick floor)

Providing and fixing ISI marked flush door shutters conforming to Is:2202 (Part 1) decorative type , core of block board construction with frame of 1st clas hard wood and well matched teak 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for Iproper completion of the work and including supply of all steel land wastage & over lapping & hooks .Using M.5. Angles 40x40x6mm for diagonal braces.

Distempering with oil bound washable distermper of approved Jbrand and and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer (For Internal wall & Ceiling)

Providing Stainless steel sliding bolts 16 mm dia with nuts land 250mm long

(a) 250mmx10mm

(b) 200mmx10mm

Providing Stainless steel door handles with screws 150mm long.

Providing and laying (Brick Coba) 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: 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 (1cement Scoarse 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 lincluding 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 mmthick 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 300x300mm square 3mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for finallitest. All above operations to be done in order and as directedl and specified by the Engineer in - Charge : With average thickness of 120mm and minimum thickness at khurra as 65mm

Painting or varnishing work in small area or new wood work with one coat up to one sqm on ready mix priming paint and lone coat of approved superior quality ready mix paint or varnish including supply of all materials, labour tools and iplantsetc. required for proper completion of the work . Pants to be used ISI Marked

Construction of drain along with apron.

Fabrication of window/Fixed Grill.

Painting or vanishing two coats on iron works in small areas lor new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T &Petc. required for proper completion of work. Paint tol be used should confirm to the l.S.INo. 103 1950

Cleaning jungle including uprooting of rank vegetationslgrass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level &lremoval of rubbish upto a distance of 50 meters outside the Iperiphery of area cleared

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T - iron 40x40x6mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer

PART B AS PER D.S.R. 2018- Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M - 25 cement concrete, to carry a safe working load not less, than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete .(Length of pile for payment shall be measured upto to the bottom of pile cap ) 300 mm dia piles

Vertical load testing of piles in accordance with IS 2911 ( Part IIV ) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc . complete as per specification & the direction of Engineer in - charge. Note : 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. INote:2.Testing agency shall submitt the design of loading lplatform for the approval of Engineer in - charge . Single pile upto50 tonne Safe capacity Initial test (Test Load 2.5 times the safe capacity)

Routine test (Test Load 1.5 times the Sare capacity)

Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of UPvc multi - chambered frame, sash and mullion ( where ever required) extruded profiles duly reinforced with 1.60+0.2mm Ithick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC, profile), uPVC extruded glazing beads of ppropriate dimension, EPDM gasket, stainless steel ( SS 304 grade) friction hinges, zinc alloy ( white powder coated ) casement handles, G . fasteners 100x8mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion ( if required ) shall be also fusion welded includingdrilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size land of approved quality, all complete as per approved drawing & direction of Engineer - in - Charge.. ( Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5 % tolerancein dimension i.e in depth & width of profile shall be acceptable casement cum fixed panel window having both end single casement panel middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350x19x1.9) made of ( big series ) frame 67x601 Imm . sash 67 x 80 mm & mullion 67x80 mm all having wall thickness of 2.3+0.2mm and single glazing bead/double Iglazing bead of appropriate dimension. (Area of window above 3.00 sqmupto 5.00 sqm).

Providing and fixing fly proof stainles steel grade 304 wire lgauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia . 0.50 mm all complete With 2nd class teak wood beading 62X19 mm

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, stainles 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.)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm)

Providing and applying white cement based putty of average thickness imm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even andi smooth complete.

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10, as per IS:1868) transparent or dyed to required colour and shade, with necessary screws etc. complete Twin rubber stopper

Providing and fixing aluminiumn extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS :3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc complete.

15 mm cement plaster on plinth of single or half brick wall of mix :1:3 (1 cement: 3 coarse sand)

Toilet Block Excavation of foundation in ordinary soil ( loam clay or sand) lincluding lift upto 1.50 meter and lead upto 30 meter and including fling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur -plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

Cleaning jungle including uprooting of vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish uptoadistance of 50 meters outside the periphery of area cleared

Filling of carted earth.

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.

Sand filling in plinth including supply of necessary quantity of sand from adistance not exceeding 8 kms .from the site of work and including watering, dressing etc rate to include cost lof all materials labourT&Petc required for proper completion of work.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wal trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per 1.S. 6313 (Partl 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 Iiters/sqm (3) Treatment of top surface of plinth filling5 liters/sqm (4) Treatrment junction of wall and the floor 7.5 liters/sqm (5) Treatment of soil along external perimeter of building 5 liters/sqm

R.C.C. work with cement approved coarse sand and 20mm. Iguage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.

As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) strength of the concrete shall not beless than M-20.

As in item 6 but for the lighter beams i.e. having spans upto 16 m. (Using 1:1.5:3 Mix concrete) strength of the concrete PWD shall not beless than M-20.

As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) strength of the concrete shall not beless than M-20.

As in iten 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20

M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.

Same as in item no. 13 but in 1:4 cement and coarse sand Imortar in superstructure for wall thickness 12 cms & below brick work

P/F TMT FE 500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

12mm cement plaster in single coaton rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80mm in girth and finshed even and smooth.1 cement :6 Course Sand

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded Jangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive.1 cement:4 Course Sand

Making grooves 10 to 12 mm wide x 8mm deep in plaster the Jallor in ceiling vertically of orizontally as required.

Supply and fixing6mm (1/4") thick. china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work.

Supply and fixing 6 mm (1/4") thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of al materials, labour and tool sand plants etc. required for proper completion of the work.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sandra graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).

Providing and fixing ISI marked flushdoor shutters conforming tois :2202 (Part 1) decorative type, core of block board construction with frame of 1st class har wood and wel) matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of al steel and wastage & over lapping & hooks. Using M.S. Angles 40x40ox6mm for diagonal braces

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. (when not included in an over all rates) wrought to required form, including supply of steel bolts. nuts and wastage etc and their fixing required for proper completion of the work .M.S work in hold fast Door/Window/ventilator

Fabrication of z-section fixed/Open able steel windows, lincluding necessary steel fitting such as handles stay etc.

Fabrication of window / Fixed Grill.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New worki (two or more coats) over and including water tinnable priming coat with cement primer (For Internal &Ceiling)

Providing Stainless steel sliding bolts 16 mm dia with nuts and 250mm long.

(a) 250mm x 10mm

(a) 200mmx 10mm

Providing Stainless steel door handles with screws 150 mm long.

(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 120mm and minimum thickness at khurraas 65mm

Painting or varnishing work in small area or new wood work with one coat up to one sqm on ready mix priming paint and Jone coat of approved superior quality ready mix paint or varnish including supply of all materials, labour tools and Iplantsetc. required for proper completion of the work. Pants to be used ISI Marked.

Construction of drain along with apron.

Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming painti & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labouri and T &Petc. required for proper completion of work. Paint tol be used should confirm to the ISI No. 103 1950

PART BAS PER D.S.R. 2018 Boring. providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carrya safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap)-300mm dia piles

Vertical load testing of piles in accordance with ls 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge Note:1. Initial and Routine Load Testshall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity. Initial test (Test Load 2.5 times the Safe capacity)

Routine test (Test Load 1.5 times the Safe capacity)_

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows land clerestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia 0.50mm all complete With 2nd class teak woodi beading 62x19mm.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes

Finishing walls with Premium Acrylic mooth exterior painti with Silicone additives of required shade : New work (Two orl more coats applied@ 1.43ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sam)

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Providing and fixing aluminium hanging loor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per 1S:1868) transparent or dyed to required colour and shade, with necessary screws etc. complete Twin rubber stopper.

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI IS: 3564, embossed on the body. door weight upto 36 kg to 80 kg and door width from 701 mm to 1000mm), with double speed adjustment with necessary accessories and screws etc complete.

15 mm cement plaster on plinth of single or half brick wall of mix :1:3 (1 cement : 3 coarse sand)

Internal Plumbing Work- SANITARY INSTALLATIONS & C.P FITTINGS Providing and fixing watercloset squatting pan (Indian type W.C. pan) with 100mm sand cast Iron Pors trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever ) conforming to Is: 7231 Parryware/ Hindware/Seabird /0rient (Coral) with all fittings and tixtures complete including I cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan Jof size 580x440mm with integral type foot rests.

Providing and fixing white vitreous china pedestal type water closet (European type w.c. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS 7231, Parrywarel Hindware/seabrid vorient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid.

Providing & fixing white vitreous china wash basin with C.I. brackets painted white 15mm IC.P. brass pillar taps, C.P.brass chain with rubber plug , 32mm C. P brass waste of standerd pattern includingg cutting & making eood the walls wherever required.a) White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

32mm dia

Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with rittings standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS: 2556, C.l. trap with outlet grating and other couplings in C. P. brass including painting of fittings and cutting and making good the walls and floors, wherever required : Single half stall urinal with 5 litre P.V.c. automatic flushing cistern

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105gms.

CP Brass fittings 115mm nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore

Providing and fixing C.P. brass long body bib cock of approved quality conforming to standards and weighing not less than 690 gms. a) 15mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming tolS:8931 a) 15 mm nominal bore

INTERNAL & EXTERNAL WATER SUPPLY Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC) pipes, having thermal stability for hot & cold water supply including all CPVc plain & brass threaded fittings i/c fing the pipe with clamps at 1.00m spacing. Thls includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making 8good the same including testiangl of joints complete as per directlon of Engineer lin Charge. Concealed work including cutting chases and making goo the wails etc. 15mm dia nominal outer dlapipes

Internal work- Exposed on wall 25mm dia nominal bore

25mm dia nominal bore

Providing and fixing GI Union in Gl pipes including cutting and threading the pipe and Imaking long screws etc. complete (new work). 25mm dia nominal bore

Providing and fixing gun metal gate valve with wheel ofapproved quality. 25mm dia nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS:12701 marked, with cover and suitable locking larrangement and making 8 necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Capcity in Per Liters

IV-SEWERAGE SYSTEM Excavating trenches of required width for Ipipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out Ithe excavated soil, and then returning the soil Jas required, in layer not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

Providing, laying and jointing glazed stoneware lpipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter.

Providing and fixing square mouth S.w. gully trap grade A complete with C.I. grating, brick masony chamber with water tight C.l. cover with frame of 300x300 mm size (inside ) the weight of cover to be not less than 4. 50kg and frame to be not less than 2.70 kg as per standard design 1150x100mm size P type With Sewer bricks conforming tols: 4885

Constructing brick masonry mahhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1cement: 4coarse sand) RCC top Islab with 1:2:4 mix (1 cement 2 coarse sand: 4graded stone aggregate 20mm nominal size): foundation concrete 1:4:8mix (1 cement: 4 coarse sand : 8graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:31 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (Lcement: 2 coarse sand: 4graded stone aggregate 20mm nominal size) finished with al floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 90 cm deep including CI.cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.

V- SANITARY INSTALLATIONS & C.P. FITTINGS Providing and fixing in floor and wall facelRingfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE 3917) Type B including jointing with seal ring. (i) Double socketed pipes. a) 110mm dia P.V.C. Pipe

b) 90mm dia P.V.C. pipe

Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme/Finolex/Prince) P-Trap type Floor Trap 110x90mm

External Water Supply & Sewerage System- SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM Excavating trenches in all kind of soil of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms, depth uplo 1.5m. Including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each ceposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.

Providing and fixing square mouth S.W. Gully trapgrade 'A' complete with Cl grating brick masonry chamber with E.P.S. bricks of class designation 75 and water tight c.l. cover with frame of 300 x300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70Kg as per standard design. a) 150x100mm. size Ptype With Sewer bricks conforming to Is: 4885

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve. with C1, surface box 100 mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 12:4 mix (1cement 2coarse sand 4graded stone aggregate 20 mm nominal size), i/c necessary excavation. foundation concrele 1:5:10 (1cement 5fine sand: 10graded stone aggregate 40mm nominal size) and inside plastering withi cement mortar 13 (1 comont : 3coarso sand) 12mm thick. finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing, laying and joining 200dia P.v.c. Pipe in Trench including testing of jointsetc. complete. 200mm diameter

COST OF SEPTIC TANK AND SOAKPIT

Septic Taink & Soak Pit - PART AS PER SOR MAHARAJGANJ- Earth work in excavation in trenches for foundations and pipes Cables etc in ordinary soil (loan clay or sand) including lift uptolism, lead upto 50m and dressing of sides and ramming of Inottom and disposal of surplus excavated earth as directed by Ithe Engineer- in - charge with in a lead of 50m. (Including froyaty

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse sand: 8 stone |ballast 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.

Class 150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Reinforcement cement concrete work in slab with 1:1.5:3 (11 cement: 1.5coarse sand: 3 graded stone agregrate 20mm nominal size

Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

12mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two levellincluding brick wall for interior plastering upto floor two level lincluding internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth No. extra for mixing any additive. 1 cement :6 Course sand.

25 mm thick Cement concrete floor with cement approved coarse sand and 2cm, Graded approved stone ballast laid in planels finished with 3mm (1/8") foating coat of neat cement or cement and marble dust in ratio of 5:1 as specified over and lincluding 8 cm. (3") local sand and brick ballast 4cm. gause in proportion of 1:4:8 and removing any giving then a uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. But without base concrete.

PART B AS PER D.S.R. 2018 Providing M.S. foot rests including fixing in manholes with (20x20x10cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design with 20x20mm square bar.

Providing and fixing soil, waste and vent pipes 75mm diameter sand cast iron S&S pipe as per IS: 1729

Providing & fixing of 75mm dia Sand cast iron sas as per Is-11729 terminal guard.

Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee.

Providing lead caulked joints to sand cast iron/cetrifugally cast (squn) irons pipes & fitting of 50 mm dia

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D.-10-Circular shape 500mm internal diameter

Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks and S.w. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Shed Work- Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and lincluding filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer lincharge up to a distance of 30 metersfrom the foundation trenches.

Filling of carted earth.

Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form-work, in foundation and floors.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T &Petc required for proper completion of work.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a hermicalbarrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter ofl binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per 1.S. 6313 (Partll 1981) Alderineemulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (1 Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters/sqm (5) Treatment of soil along external perimeter of buildings liters/sqm

R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.!. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.

R.C.C. work with cement approved coarse sand and2cm., (3/4") gauge approved stone ballast in the proportion 11:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but Bw.G.G.I. binding wire and including Inecessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in the item M-20

M-150 brick work in 1: 6 cement and coarse sandof 2. 25 fineness modulus mortar in foundation and plinth including supply of all materials. labour and tools and plants etc.required for proper completion of the work.

P/F TMT FE - 5000r iron in plain work such as reinforced concrete or reinforced brick work ( when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and includingl supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills facias and similar locations of required size, approved shade, colour and texture laid over 20Omm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high leloss finish etc. complete at all levels Granite of any colour and shade Area of slab over 0.50sqm.

Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Icement:4.coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high lgloss finish etc. complete at ail levels Granite of any colour and shade Area of slabover 0.50sqm.

Cement concrete flooring 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor)

Construction of drain along with apron.

Cleaning jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared.

Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of al materials labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the l.S. No. 103 1950

PART BAS PER D.S.R. 2018 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes.

Providing and fixing precoated galvanised iron profile sheets ( size , shape and pitch of corrugation as approved by Engineer lin charge) 0. 50 mm +0.05 %, total coated thickness with zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5 - 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 121 metre or as desired by Engineer - in charge. The sheet shall be fixed using self drilling/ self tapping screws of size (5. 5x 155mm) with EPDM scal, complete upto any pitch in horizontar vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing and fixing 15 cm wide, 45 cm overall semi - circular Iplain G.S. sheet gutter with iron brackets 40x3mm size. bolts. nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/m2

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated Jorlhooks, bolts and Inuts8mm dia G.I. limpet and bitumen washers complete. 10.80 mm thick with zinc coating not less than 275gm /m2

vertical load testing of piles in accordance with IS 2911 (Part Is includinginstallation of loading platform by kentledge/Anchor piles method and preparation of pile head lor construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall Inot be carried out by Dynamic method of testing . INote: 2. Testing agency shall submitt the design of loading Iplatform for the approval of Engineer-in-charge . Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)

Routine test (Test Load 1.5 times the Safe capacity)

15 mm cement plaster on plinth of single or half brick wall of Imix : 1:3 (1 cement :3coarse sand)

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishingg and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ilc 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 beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.). For Stair case & Ramp

(A) External W/S arrangements with T.W. boring of 150 mm dia with 110mmdia P.V.C. pipe assembly. 2.00H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements etc. 1- 110MM PVC casing pipe of ISI mark.

P/F 50mm Glpipe (B) class.

Nylon mesh for filter.

Plastic dori.

Solvent cement.

110mm End cap.

110mm Submersible cap.

50mm M.S. clamp (Heavy.)

50mm Gl elbow.

50mm x 110mm Gl nipple.

3 HP submersible pump of ISI mark with automatic Ipanel.

2.5 sqm. Submersible cable.

Drilling charges for 6" dia tubewell.

Pea Gravel.

2" M.S. socket.

Cartage of material uptosite.

Add for unforseen item.

M/S BHAGWAN CONSTRUCTION