PROVISION OF SECURITY INFRASTRUCTURE ENABLING AND OTHER MISCELLANEOUS WORKS AT VILLAGE JAKHDA JAGIR IN TEHSIL BARODA (DIST. SHEOPUR) M.P.

Amount

CHAPTER - I EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge

All kinds of soil (Excavation as per IS: 1200 Part 27)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Ordinary rock (Excavation as per IS: 1200 Part 27)

Hard rock (blasting prohibited) (Excavation as per IS: 1200 Part 27)

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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil (Excavation as per IS: 1200 Part 27)

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.

Ordinary rock (Excavation as per IS: 1200 Part 27)

Hard rock (blasting prohibited) (Excavation as per IS: 1200 Part 27)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/Lindane emulsifiable concentrate of 20%

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)

Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Credit of Hard Rock

CHAPTER - II PLAIN AND REINFORCED CEMENT CONCRETE WORK.

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :

1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Centering and shuttering including strutting, propping etc. and removalof form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

Edges of slabs and breaks in floors and walls

Under 20 cm wide

Weather shade, Chajjas, corbels etc., including edges

Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all height & level including foundation .

Thermo-Mechanically Treated bars of grade Fe-500D or more

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting to concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in -charge, for the following grades of concrete.

(Note :- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

All works above plinth level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

CHAPTER - III BRICK WORK:

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

Cement mortar 1:4 (1 cement :4 coarse sand)

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

CHAPTER -IV WOOD WORK

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws :

35 mm thick shutters

With ISI marked stainless steel butt hinges of required size

Kiln seasoned and chemically treated hollock wood

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

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

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. 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 of rubber nylon door buffer (dia of 40mm and 50mm long) on wall with rowl plug and screw.

Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete.

Providing and fixing 3 mm thick aluminium composite panel cladding of required size to Prelaminated Flush door shutter including fixing etc. complete as per direction of Engineer-in-charge.

CHAPTER - V STEEL WORK

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

Profile C

Fixing with adjustable lugs with split end tail to each jamb.

Profile E

Fixing with adjustable lugs with split end tail to each jamb.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

Fixed to openings / wooden frames with rawl plugs screws etc.

CHAPTER - VI FLOORING

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Ceramic glazed floor tiles (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.

Size300x300mm

Size 395 x395mm

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand (Manufactured)) :

25 mm thick

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand (Manufactured)) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.5 metre.

CHAPTER - VII ROOFING

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:

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.

Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

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.

Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

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 khurra as 65 mm.

Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including unplasticised - PVC moulded fittings/accessoriesto IS : 13592 Type jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes. Inclusive of all fittings.

160 mm diameter

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 20 cm x 20cm and weighing not less than 995 grams.

CHAPTER - VIII FINISHING

12 mm cement plaster of mix :

1:6 (1 cement : 6 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix

1:6 (1 cement : 6 fine sand)

6mm cement plaster of mix:

1:3 (1 cement : 3 fine sand)

Neat cement punning

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

20mm cement plaster

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.

Two or more coats on new work

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :

Water thinnable cement primer

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Applying priming coat :

With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work

Providing & fixing chicken wire mesh at the junctions of RCC and brick work, 100mm overlapping on both sides with all necessary hardware etc., complete.

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

CHAPTER -IX ALUMINUM WORK

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion

Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)

Stainless steel (grade 304) wire gauze of 0.5 mm dia wiremesh and 1.4 mm aperture on both sides.

Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.

Powder coated minimum thickness 50 micron aluminium.

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).

CHAPTER -X : SANITARY INSTALLATIONS

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, including 10 litre low level white vitreous china cistern with dual flush fitting,including seal cover and cistern fittings, nuts,bolts and gasket etc. complete with all fittings including painting of fittings and brackets, cutting and making good the walls and floors wherever required.

Two Piece Closet PLUTO" 'S' Hindware model 20065 & vitreous china cistern Hindware model 21045 OR approved equivalent.

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast P or S trap, 10 litre low level white vitreous china cistern with manually controlled device(handle lever) conforming to IS:7231, with all fittings & fixtures complete including cutting and making good the walls and floors wherever required.

White vitreous china Orissa pattern W.C. pan of size 580x480mm with integral type foot rests.Hindware model 20042/approved equivalent & white vitreous china cistern Hindware model 21001/approved equivalent.

Providing and fixing wash basin with CI brackets,15mm brass type(pressmatic)pillar tap,32mm CP brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever required. W.B Hindware model 10080

White vitreous china wash basin(round/oval under counter) size 580 mm x 430 mm with single 15mm CP brass pillar tap.(Bottle trap-Jaquar model no. ALD 769/approved equivalent, CP waste-Jaquar model no. ALD 709/approved equivalent,pillar tap-Jaquar model no. 031/approved equivalent).

Providing and fixing beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats / ss Studs with C.P. brass screws and washers oecomplete.

Providing & fixing in position C.P. brass twin coat hook including cutting necessary C.P. brass screws complete.(Jaquar model no. 1191N/approved equivalent).

Providing and fixing C.P.brass bib cock of approved quality conforming to IS : 8931.

15 mm nominal bore.(Jaquar model no. CON-037 kn/approved equivalent).

Providing and fixing C.P.brass long body bib cock of approved quality conforming to IS standard and Weighing not less than 690 gms. (Jaquar model no. CON-107kn/approved equivalent).

15 mm nominal bore.

Providing and fixing white vitreous china urinal of appx. size 610x410x380mm Hindware Model no 60002 /approved equivalent) with push type urinal flushing arrangement(Jaquar model no. 077 /approved equivalent)including fixing to wall with suitable brackets all as per manufacturers specification & direction of Engineer-in charge with standard size C.P.brass flush pipe,spreader with unions & clamps(all in CP brass)including painting of fittings, cutting and making good the walls and floors where required.

Providing in position storage type hot water electrical geyser( vertical or horizontal-1.5 kw) including making connection in all respects.

25 litres capacity.

Providing & fixing Hand Shower (Health Faucet) with 8mm dia, 1M long PVC tube and wall hook. (Jaquar model no. ALD-CHR-593/approved equivalent).

Providing and fixing 100mm C P brass grating for gully trap.

Providing & fixing urinal partition of 12 mm th toughened glass ( size 675 x 330 mm) complete with brackets bolts nuts for grouting to wall complete in all respects.

Providing & fixing in position C.P. brass towel rail (600mm long) including cutting necessary C.P. brass screws complete.(Jaquar model no. AKB-35711/approved equivalent).

Providing & fixing in position CP soap dish.(Jaquar model no. 1131/approved equivalent).

Providing & fixing C.P. brass shower assembly Jaquar model no OHS-35495 consisting of wall mixer (Jaquar model no. CAN-281kn), wall flanges and shower rose (Jaquar 487) & pipe upto shower rose complete.

Providing and fixing cast iron trap of self cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors.

100 mm inlet and 100 mm outlet

Sand cast iron S&S as per IS: 3989

Providing and fixing soil, waste and vent pipes.

100mm dia

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Providing and fixing single equal plain junction of reqd. degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.

Sand cast (spun) iron pipe IS-3989

Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.

100 mm dia

Sand cast (spun) iron pipe S&S as per IS 3989.

Providing and fixing bend of required degree .

Sand cast (spun) iron pipe S&S as per IS 3989.

Providing and fixing collar.

Sand cast (spun) iron pipe S&S IS-3989

Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.

For 100mm dia. Pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./R.C.C. pipe including bed concrete as per standard design:

100mm diameter

Providing and laying 75mm thick (Average) cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) alround CI soil and waste pipe under floor.

Painting G.I. Pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality

32 mm nominal bore

40 mm nominal bore

50 mm nominal bore

Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work

100mm dia pipe

Providing and fixing G.I. Inlet fitting of suitable size with 2 & 3 Nos. G.I. Socket 32 & 40 welded G.I. pipe and dipped in hot bitumen complete in all respect.

100 mm diameter pipe (Hopper )

Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes & fittings of diameter :.

Providing & filling the joints with spun yarn,cement slurry & cement mortar 1:2(1 cement: 2 fine sand) in SCI/CI pipes.

100 mm dia pipe.

Providing and fixing square mouth SW gully trap class SP-1 complete with CI grating brick masonry chamber and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg. as per standard design.

180x150mm size P type

with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :

CHAPTER - XI : WATER SUPPLY

Providing and fixing G.I. pipe (medium) complete with G.I. fittings and clamps, including cutting and making good the walls etc.

Internal work - Exposed on wall

15 mm dia nominal bore

20 mm dia nominal bore

25 mm dia nominal bore

32 mm dia nominal bore

40 mm dia nominal bore

50 mm dia nominal bore

Providing and fixing G.I.pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chase and making good the wall.

15 mm dia. nominal bore

20 mm dia. nominal bore

25 mm dia. nominal bore

Providing and fixing brass stop cock of approved quality complete.

15 mm nominal bore

20 mm nominal bore

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

25 mm dia nominal bore

32 mm dia nominal bore

40 mm dia nominal bore

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work.

15 mm diameter pipe.

20 mm diameter pipe.

25 mm diameter pipe.

32 mm diameter pipe.

40 mm diameter pipe.

50 mm diameter pipe.

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

15mm nominal bore

20mm nominal bore

25mm nominal bore

32mm nominal bore

40mm nominal bore

50mm nominal bore

Providing and fixing C.P. bass angle valve for basin mixer and geyser points of approved quality conforming to I.S:8931 a) 15 mm nominal bore. (Jaquar model no. FLR-5053 N /approved equivalent).

15 mm nominal bore

Providing and fixing unplasticised P.V.C connection pipe with PTMT Nuts coller and bush of approved quality and colour.

15mm nominal bore with 45cm length

Providing and placing on terrace (at all floor levels) Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement amd making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

CHAPTER - XII : EXTERNAL SEWAGE DISPOSAL

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete:

150 mm dia. R.C.C. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./ RCC pipe including bed concrete as per standard design.

150 mm diameter S.W./ RCC pipe

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded

Inside size 90x80cm and 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38kg (weight of cover 23kg and weight of frame 15 kg)

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes

Size 90x80 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exc

All kinds of soil

Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia.

Septic tank in R.C.C. including excavation in all kind of soil, P.C.C. in 1;3;6 / 1:2:4 R.C.C. - M25 work in foundation walls and slabs, FE-415 TMT Reinforcement, PVC incapsulated orange colour foot rest, R.C.C. Precast manhole cover shaft, sludge chambe

25 users.Size = 2.5 x1.5, Liquid depth 1.1 m)

CHAPTER - XIII : EXTERNAL WATER SUPPLY

Boring/drilling bore well of required dia for casing / stainer pipe, by suitable method prescribed in IS:2800 (part-1) including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of engineer-in-charge, upto 90 metre depth below ground level.

All kinds of soil

300mm dia

Rocky strata including Boulders

300 mm dia

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 225 metre depth below ground level.

All kinds of soil

300mm dia

Rocky strata including Boulders

300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

100 mm nominal size dia

150 mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge

100 mm nominal size dia

150 mm nominal size dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:

150mm dia

Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

150mm dia

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

150mm dia

Providing & fixing gun metal gate valve with C.I wheel of approved Quality (screwed end):

50 mm dia

Providing & fixing gun metal non-return valve of approved Quality (screwed end):

50 mm nominal bore

Vertical

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement & testing of joints complete as per direction of Engineer in Charge.

62.50 mm nominal inner dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

62.50 mm nominal inner dia Pipes

Supplying, Testing, Commissioning and lowering of submersible pumps set as per specifications including binding submersible cable, along with column pipes with suitable size of clamps. The submersible pump set with direct coupled motor rated for 3 phase,50 cycle 415 ± 10% volts A/c supply with the following duty. Total head -100m, Flow rate -5000LPH (Minimum) -with suitable HP motor.

Supply, installation, testing and commissioning of pressure gauges with range of 0-15 bar alongwith isolation cock and pipe at hydrant station for fighting pumping station.

CHAPTER - XIV : ROAD & HARDSTANDING

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 meters

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 75 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

Cement concrete prepared with batch mixing machine

Providing and laying in position polysulphide sealing compound for expansion joints etc.

Providing and laying Polythene sheet (125 micron thick) confirming to IS :2508 antifriction layer on the sub base course complete as per specifications.( Overlaps atjoints of pvc sheet should be 150 mm wide )

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

450mm dia

600mm dia

1000 mm dia RCC pipes. (Laying by manual/ machanical means)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

100 mm dia ID

150 mm dia ID

250 mm dia ID

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

CHAPTER - XV : SECURITY WALL

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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all height & level including foundation .

Thermo-Mechanically Treated bars. FE-500 D or More

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting to concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in -charge, for the following grades of concrete.

(Note :- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

All works above plinth level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Brick work with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

15 mm cement plaster on the rough side of single or half brick wall of mix

1:4 (1 cement: 4 fine sand)

Finishing walls with water proofing cement paint of required shade :

New work (Two or more coats applied @ 3.84 kg/10 sqm)

Fixing of broken glass pieces with 25mm thick cement mortar 1:3 on compound wall including the cost of the supplying of all materials & labour as required.

CHAPTER - XVI: FURNITURE

Powder coated Steel Almirah (medium Size ) Steel of size 1325X 760 X 430 mm made out of 20/22 Guage M.S. Sheet having 3 Nos shelf & locking arrangement with duplicate key as per approved colour etc. all complete & as directed by Engineer-in-charge.

Supplying & placing microfiber anti slip Bath Mat of size 450 mm x 700 mm .

Supplying & placing Easy Chair with arms made out of 50 X 30 mm Teak wood frame & upholstered 100 mm rubber foam in seat, back rest of 50 mm rubber foam, duly upholstered with fabric of approved colour including arms of teak wood with two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

Supplying & placing Writing Chair with arm of size 450 X 400 X 900 mm made out of teak wood of size 45 x 30 mm frame work without arm and legs to have 45 x 45 mm, 12mm thick commercial ply with 50 mm thick rubber foam in seat, duly upholstered with fabric of approved shade & quality including two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

Supplying & placing Cot With MNF SET (size 1950 X 900 X 425 mm) made out of 38 mm dia GI pipe of Class B having 18x18 mm Sq pipe of 16 gauge , having 2 Nos. support at equal distance provided with 3 way elbow and one check nut and MNF set shall be provided using 15 mm MS tube including 12 mm thick commercial ply on top etc. wooden top to be finished with with two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

Providing & fixing Glass shelves of 12 mm th toughened glass ( size 750 x 150 mm) complete with brackets bolts nuts for grouting to wall complete in all respects & as directed by Engineer-in-charge.

Providing & fixing deocrative six wall hook rack made from high quality/grade stainless steel of matt gloss surface finish including necessary C.P. brass screws complete & as directed by Engineer-in-charge.

Supplying & placing Writing Table of size 900 X 600 X 750 mm made out of 19 mm thick one side teak block board on sides & front. Top to have 19 mm thick commercial board finished with 1mm thick laminate having 2 nos drawer along with teak wood footrest of size 65x30mm including two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

Supply of Teapoy of size 400 x 400 x 400mm made out of 38 x 38 mm teak wood legs side 70 x 20 mm teak wood section with 18mm plywood edges to have 20x20mm teak wood moulding including polishing as per approved sample etc complete as directed by Engineer-in-Charge.

Supplying & placing Charpoy ( size 1950 X 900 X 425 mm) made out of 38 mm dia GI pipe of Class B having 18x18 mm Sq pipe of 16 gauge , having 2 Nos. support at equal distance provided with 3 way elbow and one check nut and MNF set shall be provided using 15 mm MS tube including 12 mm thick commercial ply on top etc. wooden top to be finished with with two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

Supplying & placing Powder coated Steel Bed Side Locker of size 1980 X 900 X 500 mm made out of 20/22 Guage M.S. Sheet having two nos. shelf one on top and one at bottom and middle portion to have hanging rod with bracket with two nos. of shutters, locks, duplicate keys etc complete as directed by Engineer-in-Charge.

Supplying & placing Writing Chair with arm of size 450 X 400 X 900 mm made out of teak wood of size 45 x 30 mm frame work without arm and legs to have 45 x 45 mm, 12mm thick commercial ply with 50 mm thick rubber foam in seat, duly upholstered with fabric of approved shade & quality including two or more coat spirit polish including wood filler etc complete as directed by Engineer-in-Charge.

CHAPTER - XVII INTERNAL ELECTRIFICATION

Point wiring for Light / fan / Exhaust fan with 2 runs of 1100V grade 1.5 sq. mm & 1 run of 1.5 sq. mm FRLS insulated multistranded Copper wires, run in & including 25 mm dia , heavy duty PVC conduits concealed in wall after necessary chase cutting with finishing / surface on wall/ ceiling conforming to IS 732 including all accessories such as junction boxes, conduit bends, elbows and ceiling rose, anodised GI switch box with modular switch and the box covered with front plate.

One light point controlled by one 6A switch

Two lights points controlled by one 6A switch

One light point controlled by 2 nos. 6A Two way switch

Exhaust fan point controlled by one 6A switch & ceiling Rose

Supply and wiring similar to item 1 above but for ceiling fan point including GI Box and controlled by one 6A switch, 100W step type Electronic regulator with Concealed MS fan hook box with suitable hanging rod.

Supply and wiring for 6A socket outlet with 2 runs of 2.5 sq. mm FRLS insulated multistranded Copper wire and 1 run of 1.5 sq. mm FRLS insulated multistranded Copper earth wire in existing raceway/conduit. supply and fixing of 6A 5 Pin socket with 6A modular switch in anodized GI box and front plate complete with fixing accessories etc. as required. (Independent)

Supply and wiring for 6A socket outlet with 2 runs of 2.5 sq. mm FRLS insulated multistranded Copper wire and 1 run of 1.5 sq. mm FRLS insulated multistranded Copper earth wire in and including heavy duty 25 mm dia FRLS PVC conduit concealed in wall after necessary chase cutting with finishing / ceiling / below work stations along with required accessories, supply and fixing of 2 nos. 6A 5 Pin socket with one no. 6A modular switch in anodized GI box and front plate complete with fixing accessories etc. as required.

Supply and wiring with the following size 1100V grade FRLS insulated multistranded Copper wires in and including suitable size heavy duty PVC conduit concealed in wall after necessary chase cutting with finishing / surface on wall / ceiling including all accessories such as junction boxes, bends elbows and end termination with suitable lugs.

2 Runs of 2.5 sq.mm wires with 1 Run of 1.5 sq.mm in 25 mm dia PVC conduit ( For circuit wirings)

LIGHT / FANS FIXTURES

Supplying, installation, testing and commissioning of following type Energy efficient LED light fixtures complete with LED Control gear/ LED driver suitable to the respective fixture(not less than 85 Lumens /watt) all pre wired upto the terminal block. All fixtures shall be supplied with lamps/Led drivers etc.(Seperate rate for LED Driver is not allowed) complete as required. Make - PHILLIPS/WIPRO/ PANASONIC/ BAJAJ

5 W MIRROR LIGHT MAKE-PHILLIPS CAT NO. BN021 LED10S, 10W, 1000LM

6.5 W BULKHEAD LIGHT MAKE-PHILLIPS CAT NO. WT140W LED7S CW PSU S1 PC

19W LED Batten Light MAKE-PHILLIPS CAT NO. BN021 LED20S, 20W,2000LM

15W LED SURFACE MOUNTED MAKE-PHILLIPS CAT NO. SM 250C LED 15S, 15W, 1500LM

10W LED SURFACE MOUNTED MAKE-PHILLIPS CAT NO. SM250LED12S,,12W, 1200LM

CEILING FANS

Supply, installation, testing and commissioning of the single phase heavy duty grease filled double ball bearing, aerodynamically designed heavy gauge aluminium blades, copper wounded, required length down rod, capacitor and impregnated silicon stamping motor etc.a 1400 mm sweep, brilliant white/As directed by Engineer-In-Charge (without regulator)

EXHAUST FANS

Supply, Installation & testing of following 900 RPM Exhaust fan suitable for suitable for single phase 230/240V, AC Supply complete with motor MS louvers , mounting brackets, all accessories etc as complete.

230mm dia Plastic body ventilation fan

305 mm dia 900 rpm metal body exhaust fan (Heavy Duty)

POWER WIRING

Supply and fixing of modular type single phase 16A 6 Pin shuttered type socket with 16A switch with front plate and anodized GI box including all fixing accessories complete as required

Supply and fixing of modular type single phase 16A 6 Pin shuttered type socket with 16A switch with front plate and anodized GI box including all fixing accessories complete as required (for gyser socket)

Supply and fixing of modular type single phase 25A 3 Pin socket with 25A switch with front plate and anodized GI box including all fixing accessories complete as required

Supply and wiring with the following size 1100V grade FRLS insulated multistranded Copper conductor wires in and including suitable size heavy duty FRLS PVC conduit concealed in wall after necessary chase cutting with finishing / surface on wall / ceiling including all accessories such as junction boxes, bends elbows and end terminated with suitable lugs.

2 Runs of 4 sq.mm wires with 1 Run of 2.5 sq.mm in 25 mm dia FRLS PVC conduit (For 16A Sockets)

2 Runs of 6 sq.mm wires with 1 Run of 4 sq.mm in 25mm dia FRLS PVC conduit ( For AC Sockets)

4 Runs of 10 sq.mm wires with 2 Run of 6 sq.mm in 32mm dia FRLS PVC conduit

Supply installation testing and commissioning of vertical type MCB Double door Distribution boards dust and vermin protected and AC supply operation including incoming MCCB/ ELCB / RCBO as per specifications and required capacity Neutral bar and Earth Terminal complete as required and installed in concealed in wall after necessary chase cutting with finishing / surface on wall including all fixing materials required. All MCBs shall be "C" Curve.

8 Way VTPN DB with 63A/100A, 100mA 10 KA 4 Pole MCCB as incomer and 21 Nos 6-32A SPMCB & 1 nos 40 Amp 4 pole MPCB as outgoing.

Providing and fixing 8 SWG dia G.I. wire on surface or in recess for loop earthing as required.

TELEPHONE / TV / LAN WIRING

Supply and laying of 25mm dia, heavy duty FRLS PVC conduit concealed in wall / ceiling / floor including all accessories such as Junction boxes, conduit bends, etc. completed as required.

Supply and fixing of Telephone outlet (RJ11) with anodised GI box with front plate etc. complete as required.

Supply and laying of following pair 0.5mm dia PVC insulated unarmoured copper conductor Telephone wire in existing conduit conforming to DOT Specifications.

Supply and installation of following size Krone connectors in MS box complete as required.

Supply and laying of following pair 0.5mm dia Jelly filled armoured copper conductor Telephone cable in shaft existing cable tray with all fixing accessories. The cable shall be as per the DOT specifications.

Supply and fixing of TV outlet with anodised GI box with front plate etc. complete as required

Supply and laying of RG 6 Cable in existing conduit complete as required.

Supply and laying of 40 mm dia. Class "B" GI pipes laid 600mm below ground level including excavation, back filling etc. complete as required.

CABLE & END TERMINATIONS

Supplying and laying of following sizes 1100V grade XLPE insulated PVC sheathed aluminium / Cu conductor armoured cables as per specification in trenches/pipe, cable trays, ducts, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning.

4 core 10 Sqmm (CU) conductor armoured cables

3.5 core 35 Sqmm (Aluminium) conductor armoured cables

Supplying and making end termination with brass double compression gland and aluminium for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

4 core 10 Sqmm Double Compressor Gland with lugs

3.5 core 35 Sqmm Double Compressor Gland with lugs

CHAPTER - XVIII DG SET

Supply, installation, testing and commissioning of 30KVA SILENT Diesel Generator set radiator cooled outdoor type suitable for AMF TYPE of 415V, 3 phase 4 wire, 0.8 pf. (lagging) 50c/s A.C supply complete with engine (1500 RPM) and alternator DG Set controller with accessories including residential type silencer,and SS bellow for DG set and fuel service tank (internal) 87 liters capacity, battery and battery charger with all associated accessories, including standard set of tools and anti-vibration mounting pads, MCCB. Regulator through inbuilt AVR, digital governing + protective function. DG Must have these Equipment & Function . All Governor must have speed -PCC-1.1 regulation

Supply and fixing of 990 Litre fuel tank made of MS plate 3 mm thickness with provision of manhole, in/out sockets, drain out plugs including supply/return pipe etc. as required at site.

Supplying and fixing of under noted 'B' class M.S. pipe for D.G. exhaust complete with bends, elbow, flanges etc. as required.

62.5 mm dia pipe-4.85 mm thickness

Supply and fixing of 50mm thick compressed mineral wool insulation for D.G. exhaust pipe with 26 gauge aluminium sheet cladding etc. as required for the under mentioned dia pipe.

62.5 mm dia pipe-4.85 mm thickness

Residential silencer for 30 KVA D.G set insulation

Supply and fixing Installation, testing and commissioning of S.S.flexible bellows with fla nges, nut bolts for exhaust pipes as required.

62.5 mm dia pipe-4.85 mm thickness

Supply, fabrication and installation of M.S. Structural Steel supports for exhaust pipe, fuel pipe etc. including supply and applying of enamel paint of approved shade after one coat of steel primer of reputed company.

Earthing For DG Body & DG Neutral

Supply, Installation of long life Maintenance Free Earthing System. The Rod shall be of Copper Bonded Steel with 17.2 mm dia. and 10 feet length with a core of mild steel molecularly bonded with min. 250 microns coating of 99.99% pure electrolytic grade Copper and exothermically welded Cu Busbar of 50X6X200mm both tested by CPRI capable of bearing fault current of 25 kA. Along with earth enhancement compound tested by RoHs complying IEC 62561-7 in a sealed bag of minimum 30 kg (10 kg Bag x 3) resistivity is less than 0.2 ohm meter . The earthing shall be with Suitable Poly-plastic Pit Cover with lockable arrangement

Supply Installation of of GI Strip of Size 20X3 to connect earth pit with DG S sets . All Accessory should be supply along with Strip. Supply of SS nut, bolt and washer should supply with strip as per drawing & required .

Supply Installation of of copper Strip of Size 20X3 to connect earth pit with DG S sets . All Accessory should be supply along with Strip. Supply of SS nut, bolt and washer should supply with strip as per drawing & as required .

AK SHIVHARE INFRASTRUCTURE PVT LTD

LATLALA CONSTRUCTION CO.

R.R AND SONS

RMS CONSTRUCTION PVT. LTD.

Natvarconstruction Co.

Namasthetu Infratech Pvt Ltd

Vasant Construction Co (India)

MEHTA CONSTRUCTION COMPANY

RIC Projects Pvt. Ltd.

C S CONSTRUCTION COMPANY PVT. LTD.

NITYA NAND AND SONS CONTRACTORS PVT LTD