Rehabilitation of Wagan Medium Irrigation subproject District Pratapgarh RWSLIP

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary

Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department

Over 30cms to 45 Cms grith

Over 45 cms to 60 Cms grith

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect

Soft/Loosesoil

Hard/dense soil

Hard soil mixed with Kankar/boulders, Morrum

Excavation including loading unloading disposal and dressing of excavated rockwithin initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.

Soft/Disintegrated rock

Hard rock not requiring blasting

Phylite and other hard rock requiring nominal blasting

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 95% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

With lead beyond 1.5 Km and up to 2 km

Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for

Slopes

Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.

Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For 5 to 15 cms depth, having (ii) Lined section

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for of thickness. 7.5 cm For Canal Bed

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for of thickness. 7.5 mm for slope

Providing and laying canal lining with mechanically vibrated 300 x 300 x 50mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material,curing,stacking,loading,unloading & transportation of blocks from manufacturing site to lining site.Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwichplaster in cement mortar (1:5) over sub grade & 50 mm thick tile lining incement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3)including curing,all leads of all construction materials, curing charges and machinery charges with mixture vibration etc.,complete as per technical specifications.for

Slopes

Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all lead of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40mm.

Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all lead of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm.

Cement concrete mix (1:2:4) M-15 well mixed and laid in position complete including all lead of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm.

Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing ,compaction and finishing with rendering in cement sand mortar 1:3 (1cement : 3 coarse sand) and making good the joints excludingthe cost ofcentering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 420kg/ cum of concrete) (A) 20MM

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto :20mm

Side shuttering including loading unloading etc complete for RCC walls retaining walls and slabs sides etc , including all leads and lifts complete in all respect

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Side shuttering including propping etc. complete (to achieve finish F 2 for :

Top or intermediate bed plates, in between masonry or piers, abutments sluice

wells etc

Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure.

Supplying of MS reinforcement including labour charges for bending, binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using Tor or ribbed bars (IS1786-1985)

Extra charges for RCC due to obstructions in laying Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas,Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc

Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. In cement mortar

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.

Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 10 cm

Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of dewatering wherever required.

Dismantling cement concrete including disposal of material

Dismantling of masonry with care inclusive of de-watering wherever required. Dry stone masonry or pitching

Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.

Random rubble stone masonry (using R.R. stones where 75% stones to be not less then 15cm in size in any direction and waighing not less than 23kg ) for foundation including curing all leeads of all consturucation materials , and all taxes and with initial lift/ delift of 5m from ground level etc complete in cement sand mortar . (1:6)

Random rubble stone masonry (using R.R. stones where 75% stones to be not less then 15cm in size in any direction and waighing not less than 23kg ) for foundation including curing all leeads of all consturucation materials , and all taxes and with initial lift/ delift of 5m from ground level etc complete in cement sand mortar . (1:5)

Random rubble stone masonry (using R.R. stones where 75% stones to be not less then 15cm in size in any direction and waighing not less than 23kg ) for super structure including curing all leeads of all consturucation materials , and all taxes and with initial lift/ delift of 5m from ground level etc complete in cement sand mortar . (1:6)

Random rubble stone masonry (using R.R. stones where 75% stones to be not less then 15cm in size in any direction and waighing not less than 23kg ) for super structure including curing all leeads of all consturucation materials , and all taxes and with initial lift/ delift of 5m from ground level etc complete in cement sand mortar . (1:5)

Coursed stone / Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) including all leads of all construction materials including curing etc. complete.

Plastar in cement sand mortar (1:3) insluding racking of joints , smooth finishing and curing etc. including all leads of all construction materials complate of thikness 20mm.

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio.

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un- loading wherever required with cost of dewatering wherever required.

Supply and laying of quarry sparll properly graded but not more then 10 cm in size with spreading in required profile including all leads and lift

Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23cm thickness (± 5 % thickness tolerance)

Supply of stone Length up to 1.50 m to 2.50- m and thickness 70 mm and above atties edges hammer dressed including all lead and lift.

Stone patties edges hammer dressed including all lead and lift (a) length up to 1.50m and thickness 50 mm and above

labour charges for fixing stone patties/ lintels duly approved in cement sand mortar (1:3) and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness.

37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layer with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively.

Providing and laying under drainage below canal lining consisting of porous conctete of mix ratio 1:4 (1 cement : 4 course aggregate 75 mm dia ,300 mm long sopported by 75 mm thick layer of aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand @ 100 sqm interval

Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. @3mc/c

Construction of earthen dowel 0.50m top width and 0.40m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift.

Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted.

Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured.

Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3 over base plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing etc. including all leads of construction materials complete as per specifications.

In Bed

In Side Slope

supply and fixing in position of APM block made of C.I. as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concerning in C.C. (1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect

cost of APM block (all size) per block

Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect.

200 mm wide

Contraction joint

Supply & fixing of copper strip (95% to 98% purity) of 35 cm wide and 16 gauge in construction joints of RCC works including cutting,

grooving in Z or V shape and gas welding etc. complete.

Labour charges for removal of existing worn out/ damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas(LPG and Oxygen) cylinder etc. complete.

Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete.

Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete

Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.

Rubber seal Flat type 75mm x 12mm uncladed

Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.

Rubber seal musical note type 75 mm x 33 mm x12 mm (33 mm Bulb) Uncladded

Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.

Rubber Seal Musical Knot, Solid Bulb type of Size 100mm × 35mm x 12 mm

Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber Seal Flat type of Size 127mm ×20mm

Providing ,fabrication, threading (Square and V threading as required) , machining, straightening of MS Round bar complete as per drawing with testing ,including cost of all materials, with machinery, labour, cutting, aligning, welding, finishing, cleaning, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding transportation charges for structural steel components and other materials.Rate for single start square threading for 56/50/45 mm dia. round bar with materials

Providing of MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.

Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding transportation charges for structural steel components and other materials. Head Stock screw jack type 50mm dia. threaded Nut (Model M-75), 0.750 tonne capacity, approx-45 kg weight

Oiling and greasing work of gate parts like headstock, headstock parts, roller assembly, operating rod sealing frame guide tee with all labour tools and tackles etc and material for vertical lift sliding type/fix wheel gates.

for gate size upto 1sqm

for gate size above 1sqm to 10 sqm

Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge

Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich primer(containing not less than 85% zinc on dry film) to give dry filmthickness of70 ± 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete upto 1.5 m height.

Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height In flats, tees, angles & Channels.

Providing and fixing steel gate grating and grills made of angles, tees, square bars or flats black pipe with holdfast and fittings complete as per deign and drawing including cutting welding and fabrication with priming coat of red oxide.

Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandha as per design complete in all respect ( wooden or PVC hand railing to be paid extra) with priming coat of red oxide.

Providing laying and fixing in position rcc spun or hume pipe with coller (ISI 458-2003) in req. size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.

NP- 3 Dia 150 mm

NP- 3 Dia 200 mm

NP- 3 Dia 250 mm

NP- 3 Dia 300 mm

Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe

fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich primer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 ± 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film

thickness of 150±5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.

Painting of machinery, including gearing, housing, shafting, bearing, pedestals, oil tanks, control cabinets, hoist beams, pipe support, clamps, ladders etc., of hoists and supporting structures, as per IS 14177, for

which surface preparation by blast cleaning of class 'B', primer coat (one coat) of Zinc phosphate paint to give a minimum dry film thickness of 50 ± 5 microns and finish coat (three coats) of aluminium paint or

synthetic enamel paint, using airless spray, to provide a dry film thickness of 25 ± 5 microns per coat. Thus, total dry film thickness of all the coats, including primer coat, should not be less than 125 microns. This will include expenses on mobilization and demobilisation of equipments. For maintenance painting, the surface preparation shall be done by appropriate hand and power tool cleaning. Prior to hand and power tool cleaning, any heavy layer of

rust should be removed by chipping. Visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning, the surface should be cleaned of loose dust and debris and / or blast cleaned as laid down in para 7.0 of IS Code14177. After the surface preparation, the primer and finishing coats shall be carried out as provided above for painting etc. complete.

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size)

Random Rubble stone masonry for with hard stone in Foundation and Plinth in Cement Sand mortar above 30 CM thick wall in, Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Providing and laying Damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification. 50 mm thick.PWD Building BSR 2022,Ch B-3 Item no 3.7.1

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto Plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. . All work upto plinth level : M20 grade Nominal Mix.

Centering & shuttering with Plywood or Steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor Five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

Providing and Fabricating Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.Thermo-mechanically Treated bars (Conforming of relevent IS code).

P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm.

Pointing on brick or tile masonry in cement sand mortar 1:3( 1 cement : 3 sand) Flush / Ruled/ Struck or weathered pointing.

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :: 12 mm thick.

Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint.

Providing and fixing Square bars or other flat welded to window, ventilatiors etc.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required. Windows side hung ventilator top or center hung (openable ).

Painting with enamel paint of approved brand and manufacture to give an even shade: ( two or more coats )

P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore.

P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :- Brass 400 gm. 15.00 mm nominal bore

Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore.

P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15 mm dia nominal bore 'A' Class .

P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.

P & F WVC Foot rest (IS:2556 Mark) including cutting and making good the floor size 250×125×25mm.

P & F squatting Pan (Indian type) white glazed vitreous China 1st quality W.C. Pan ( IS: 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest). Size 510 mm.

P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: ,

Socket Plug 110 mm (3.17.13)

P & F rigid PVC pipe (IS: 4985 mark) class 2 (4 Kg./Cm.) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant.

110 mm dia(3.16.3)

75 mm dia(3.16.2)

Reducer 110mm (3.17.2)

Bend 87.5, 110 mm (3.17.9)

WC connector bent type 110mm (3.17.17)

Plain tee 110mm dia

Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr. Inner dia 90 Cm & 10 to 12 Mtr deep. .

P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design, 1000 Litre

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Short Point (upto 3 meter) (Item No. 1.1.1)

Medium Point (upto 6 meter) (Item No. 1.1.2)

Long point (upto 10 meter) (Item No. 1.1.3)

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR.

2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. (Item No. 4.1.19)

2 x 6.0 sq.mm (Item No. 4.1.16 )

Providing & amp; Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR.

Double pole MCB(With B/C curve tripping Characteristics) 50/63 A rating (Item 6.1.2.3)

Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating (Item No. 6.1.1.2)

Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2022 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 )(Item No. 15.7.3)

Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing

Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure "A" attacheded with this BSR 9 Watt As per

Suitable for 4' LED Tube shape fixture for double rod (Item No. 17.11.3)

P&F Low level Flushing Cistern of 10 ltrs capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS: 7231.

P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.

2.5 Sq.mm(4core)

E081800 Providing & Fixing of push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required.

E081802 Luminous type Red , Yellow, Green, Amber

E060121 6A to 32A rating

E060121Group 2 Single pole MCB

082200 Providing & Fixing of IP51 direct or CT operated, 1x240 / 3x240 volts, 50 Hz static watt-hour meter (kwh)

Add Extra Over Items Of Cement plaster/ Cement concrete/ CC lining/CC Flooring Or RCC For Providing and Mixing Polypropylene Fibres as per IS 16448:2016 or Latest Revision , 6/12 mm Long @ 0.25 % (125 gram per 50 kg of Cement) or In Ratio Of as Specified By Manufacturer Specification and Direction of Engineer In Charge With all Leads and Lifts

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for super structure including curing with all leads of all construction materials including curing etc. complete. (c)In cement sand mortar 1:4

Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials A. Rate of work with all materials

Rate of work without all materials

Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23cm thickness (± 5 % thickness tolerance) only labour charges

SARAN BUILDWELL PVT. LTD.