Tender for Construction of Drug ware house at Gonda Uttar Pradesh

COST FOR CIVIL WORK

COST FOR INTERNAL W/S & SANITATION

COST FOR INTERNAL ELECTRIFICATION

COST FOR FIRE FIGHTING

COST FOR EARTH FILLING ON SITE

COST FOR EXTERNAL SEWERAGE SYSTEM

COST FOR SEPTIC TANK

COST FOR DRAIN

COST FOR EXTERNAL WATER SUPPLY

COST FOR RAIN WATER HARVESTING

COST FOR BORING

COST FOR PUMP ROOM

COST FOR INTERLOCKING TILES

COST FOR C.C. ROAD

COST FOR BOUNDARY WALL

COST FOR MAIN GATE

COST FOR SUMP

COST FOR CATTLE TRAP

COST FOR ELECTRIC SUB STATION

COST FOR E & M TRANFORMER

COST FOR EXTERNAL ELECTRIFICATION

COST FOR CCTV

Description of Work / Item(s)

Amount

COST FOR EXTERNAL WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings 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

50 mm. dia nominal bore

32 mm. dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following size:

50MM TO 80MM NOMONAL BORE

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

50 mm Diameter pipe

32 mm Diameter pipe

80 mm Diameter pipe

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe etc.

P/F gun metal gate valve with C.I. wheel

50 mm Diameter pipe

32 mm Diameter pipe

Providing and fixing of SLUICE VALVE

Description of Work / Item(s)

Amount

RAIN WATER HARVESTING 2 NOS PITS

Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

In all kind of soil upto 1.5m depth

In all kind of soil upto 1.5m to 3.0m. depth

In all kind of soil upto 3.0m to 4.5m. depth

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

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Class 150 brick work in 1:6 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work. (Analysis rate) (S.I.No.303)

R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") gauge approved stone grit in the proportion of (1:1.5:3)(1cement :1.5coarse sand( FM2.20-3.60) :3 stone aggregate20mm) in RCC PLINTH BAND excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works.

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

12mm thick plinth plaster in 1:4 (1 cement :4 C.sand ( F.M.1.5-1.75) mortar including supply of all materials labour T&P etc. required for proper completion of the work

Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:

With 20x20mm square bar

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.

M.D. -10- Circular shape 500mm internal diameter

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-incharge, upto 90 metre depth below ground level.

Drilling of 300mm dia bore hole manually.

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.

150 mm nominal size dia

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.

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

EXTERNAL PIPE NETWORK SYSTEM

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.

a) Pipes 80 mm to 300 mm dia.

Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

a) 150mm diameter S.W. Pipe

b) 200mm diameter S.W. Pipe

Providing & laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design.

a) 150mm diameter S.W. Pipe

b) 200mm diameter S.W. Pipe

Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.

a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.

Description of Work / Item(s)

Amount

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 150 metre depth below ground level.

supply of 150 mm dia M.S. PIPE as per ISI 1239

Supply of 125 mm dia slooled MS pipe

Supply and flooring of nylon jali around the slotted pipes complete as required.

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.

Transport of boring tools other required equipment and installation at site.

Supply of submersible pump of make KSB (core) for 200 lit/min discharge at 50 metre head with control panel, support wire etc complete.

Providing 3 core 4 sqmm. PVC insulated submersible cabe.

Providing and fixing 65 mm dia G.I. Pipe complete with fittings and clamps including cutting and making good the wall etc.

Providing and fixing 65 mm dia G.I. Brass gate value with CI wheel of approved quality.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm

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:150 mm dia each 210.75

Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clamps, pressure gauge, connection line and all other accessories required for the proper completion of the work.

Description of Work / Item(s)

Amount

Earth work in excavation in trenches for foundations and for pipes cables etc. in ordinary soil ( loan clay orsand) including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of Surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches.

P & filling available earth in plinth under floor including watering, ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m and including cost of earth.

Providing & filling carted earth in plinth under floor including watering, ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m. and including cost of earth.

Providing & filling sand in plinth under floor including watering, ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m and including cost of sand.

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse sand {FM 2.20-3.60}: stone ballast of 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors.

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per/100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100sqm (3) Treatment of top surface of plinth filling 5 liters/100 sqm (4)Treatment junction of wall and the floor 7.5 liters /100 sqm (5)Treatment of soil along external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apron along external perimeter 5 liters/100 sqm.

R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion of (1:1.5:3) (1cement :1.5coarse sand( FM2.20-3.60) :3 stone aggregate 20mm) in RCC PLINTH BAND excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works.

As in item 6 but for the projections i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)

As in item 5 above but for slabs (Using 1:1.5:3 Mix concrete)

As in item 6 above but for lintel band (Using 1:1.5:3 Mix concrete)

Class 150 brick work in 1:6 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Class 150 brick work in 1:6 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in super-structure above plinth level upto floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms.

Same as in item no.11 but in 1:4 cement and coarse sand (FM 1.50-2.20) mortar in superstructure for wall thickness 12 cms & below.

Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any.

Providing and laying"brick coba" 12mm thick laid with M.150 class brick bat coba 7.50cm. Thick with gap of 15mm to each other. over 20mm. Thick base of cement morter 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete waterproofing Compound filed gaps of coba & top of coba mortar mixed with water proofing compound. in 1:4 cement & coarse & morter finished smooth & top mashed false square 30cmX30cm. & side wall parapet shall be mono tythic plaster wall up to 30cm.higher & junction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc. comfort proper completion of work.

Supply and fixing of flush doors commercial quality conforming to I.S. 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handle, springs and other fittings but excluding their supply and including painting with two coats of Black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. (a) 32 mm thick

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. ( when not included in an overall rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Fabrication of hold fast for door chaukhats and windows.

Fabrication of grill / stair case railing.

Fabrication of Z-section open able steel windows, including necessary steel fitting such as handles stay etc.

Fabrication of angle iron door chaukhat of 40*40*5 mm.

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

Fixing of steel or wooden chaukhats in position.

(a) Door chaukhats

(b) Window chaukhats

12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finished even and smooth. (1)1 cement:6 coarse sand (FM 1.5-1.75)

15mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand (FM 1.5-1.75)

12mm thick plaster in 1:3 1 cement: 3 courses and (FM 1.50-1.75) on ceiling and soffits of stairs upto floor two level.

Making grooves 10 to 12 mm widex 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required.

Making drip course in sun shade or FACIA as per direction of engineer -in - charge including supply of all materials labour etc. required for proper completion of the work.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size laid in one layer neat cement (25 mm thick floor).

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

Cement plaster skirting upto 30 cm. ht. with cement mortar 1:3 ( 1 cement : 3 coarse sand FM 1.5-1.75) finished with a floating coat of neat cement .18mm thick

Painting and Varnishing on iron works in small area or new wood work with one coat of ready mixed priming coat of app. Superior ready mixed paint of clear synthetic varnish including supply of all materials, labour, T AND P, etc. required for proper completion of work. Paint to be used should confirm to the ISI no. 103 1950

Same as item 27 above but on new wood surface.

Finishing walls with water-proof cement paint of, app make and quality on new work with two coats to give an even shade. Including supply of all material, labour and T&P etc. required for proper completion of work.

One priming coat and one coat oil distemper on new work including supply of all materials, labour and T&P etc. rquired for proper completion of work.

White washing with lime on new wall surfaces (three coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

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

Supply of glass strips for flooring.22mm X 3.5MM

Providing and fixing aluminium sliding door bolt, ISI marked anodic anodised coating not less than grade AC 10 as per IS: 1868, transparent or dyed to reqd. color or shade ,with nuts and screws etc. comp. 250 x 16mm

Providing and fixing aluminium tower bolt ,ISI marked anodic anodised coating not less than grade AC 10 as per IS:1868, transparent or dyed to reqd. color or shade ,with nuts and screws etc. comp. 300 x 10mm

Providing and fixing aluminium handles, ISI marked anodic anodised coating not less than grade AC 10 as per IS:1868, transparent or dyed to reqd. color or shade ,with nuts and screws etc. comp. 100mm

Description of Work / Item(s)

Amount

COST FOR INTERLOCKING TILES

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm. Depth ,breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers,rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads,flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m. and lift upto 1.5 m.

75 mm thick back filling for paver block including suppling of stone aggrigate 40mm nominal size.

P/L 60mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction ,of approved size ,design and shape ,laid in required color and pattern over and including 50mm thick compacted bed of coarse sand ,filling the joints with fine sand etc. complete as per the direction of engineer in charge.

Providing and fixing precast cement concrete in kerb edgings etc. in position with cement mortar 1:3,including the cost of required shuttering complete.

1:1.5:3 cement sand and 2omm stone aggregate

Description of Work / Item(s)

Amount

COST FOR C.C. ROAD

Earth work in exacavation in trenches for foundations and for pipes cables etc.in ordinary soil ( loan clay orsand)including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches.

Prepration of subgrade by excavating earth to an average of 22.5 cm depth dressing to and consolidating with road roller including making good the undulation etc.and disposal of surplus earth lead up to 50 m .

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including cost of form work,in foundation and floors.

Providing and laying of micron sheet as per direction of eng. I/C.

P/L in cement concrete 1: 1.5: 3 (1cement: 1.5 coarse sand : 3 graded stone grit 20mm nominal size and curing complete including cost of form work for including of supply of all materials labour T&P etc.required for proper completion of work.

Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1 Using grade 'A' sealing compound.

Class 150 brick work in 1:6 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work.

struck pointing 1:2 in cement and coarse sand and curing complete including cost of form work for including of supply of all materials labour T&P etc.required for proper completion of work. (S.I. 574)

Description of Work / Item(s)

Amount

BOUNDARY WALL

Precast RCC boundary wall with precast RCC `H' shaped column of size 300 x 250mm and horizontal precast RCC stands of size 2.00 mts. Long ,0.25 mtr. Wide and 0.08 mtr. Thickness,with G.I. barbed wire fencing 0.60 mtr. High 0.60mtr. Dia. Concertina coil supported in M.S. angle iron `Y' with G.I. barbed wire .

Description of Work / Item(s)

Amount

COST FOR MAIN GATE

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Reinforcement cement concrete work in walls (any thick-ness), including attached pilasters, buttresses, plinth beam and fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggre-gate 20 mm nominal size).

FOOTING

COLUMN

PLINTH BEAM

Same as per item no.4 but for BEAMS

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.

12 mm cement plaster of mix :

1:6 (1 cement : 6 fine sand)

Finishing walls with WHITE CEMENT PUTTY

Two or more coats on new work.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg / 10 sqm).

Painting or varnishing on new iron work one coat of ready mixed priming paint and two coat of approved superior quality ready mix synthetic enamel paint of approved brand such as British paint or Asian or equivalent as approved by E/I also including supply of all materials, labour T & P etc required to be used should confirm thet.

Mild steel or iron work in heavy size such as trusses, built up gates record racks,roof work gates etc. including, drlling holes riveting or welding where necessary and their fixing required for proper completion of work and plugging holes etc.

Description of Work / Item(s)

Amount

COST FOR SUMP

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Reinforcement cement concrete work in walls (any thick-ness), including attached pilasters, buttresses, plinth and fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggre-gate 20 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

P/L integral cement based treatment for water proofing on horizontal surface below ground level.

P/L integral cement based treatment for water proofing on vertical surface below ground level.

C.I. manhole cover of 500mm dai. Over septik tank

IRON FOOT STEPS

Description of Work / Item(s)

Amount

CATTLE TRAP

Earthwork in excavation in foundation trenches or drains exceeding 1.5m in width or 10 sq.m. on plan including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.

in all kinds of soil

Filling available excavated earth ( excluding rock ) in trenches, plinths, sides of foundations, etc. in layers not exceeding 20cm. In depth consolidating each deposit by ramming and watering, lead upto 50m. And lift upto 1.5m

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

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

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 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix

1:6 (1 cement : 6 coarse sand )

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

In grating, frames, guard bar, ladders, railings, brackets, gates & similar works.

Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc.

50 mm dia. Nominal bore

Description of Work / Item(s)

Amount

CIVIL WORK

Earth work in exacavation in trenches for foundations and for pipes cables etc.in ordinary soil ( loan clay orsand)including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches. (SI-251)

Filling of carted earth in side of the building including supply of necessary quanity of earth from a distance not exceeding 8.00 K.M. from the site of work and including watering ,ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m. and Rate of include cost of all material labour T&P etc. required for proper completion of the work.

Providing of sand filling in plinth under floor including watering ,ramming, consolidating and dressing complete including supply of all material labour T&P etc. required for proper completion of the work.lead upto 50 m. and lift upto 1.5m. and including cost of sand. (S.I.255)

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors.(PWD.281)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 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.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows :

(1)Treatment for masonary & foundation 5 liters per/100 sqm.

(2) Back fill in immediate contact with foundation 7.5 liters/100sqm

(3) Treatment of top surface of plinth filling 5 liters/100 sqm

(4)Treatment junction of wall and the floor 7.5 liters /100 sqm

(5)Treatment of soil along external perimeter of building 7.5liters/100sqm.

(6) Treatment of soil under apron along external perimter 5 liters/100 sqm. Chapter 8 (1)

R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion of (1:1.5:3)(1cement :1.5coarse sand( FM2.20-3.60) :3 stone aggregate20mm) in RCC raft foundation & footings excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. (S.I. 287)

Same As above item No. 126 but for the TIE beams/ lighter beam i.e. having spans upto 6 m. (S.I.- 285b)

Same As above item No. 6 but for the COLUMNS (PWD- 289)

Same As above item No. 6 but for the heavier beams i.e. having spans upto 6 m. (S.I.- 286b)

Same As above item No. 6 but for lintel band

(Using 1:1.5:3 Mix concrete)

Same As above item No. 6 but for SLABS AND projections

M-150 brick work in 1:6 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work.

Class 150 brick work for one brick thick wall in 1:6 cement and coarse sand of ( FM 1.5-2.20) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms.S.I. No.303+309+310

Same As above item No. 19 but in 1:4 cement and coarse sand (FM 1.50-2.20) mortar in superstructure for wall thickness 12 cms & below. S.I. No.305+309+310+310a

2 cm. thick damp proof course with cement and approved coarse sand 1 : 2 with and including water proofing material as ordered by the Engineer in charge in the proportion as specified by the manufacturers , including supply of all materials,labours and T&P etc. reqd. for proper completion of the work and including proper curing and shuttering as necessary.

Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :

Providing and laying "brick coba" 12mm thick laid with M.150 class brick bat coba 7.50cm. Thick with gap of 15mm to each other. over 20mm. Thick base of cement morter 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete waterproofing compound filed gaps of coba & top of coba mortar mixed with water proofing compoond. in 1:4 cement & coarse & morter finished smooth & top mashed false square 30cmX30cm. & side wall parapet shall be mono tythic plaster wall up to 30cm.higher & junction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc. com.for proper completion of work. CHAPTER 11 NEW ITEM

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

Providing and Fixing aluminium extruded section boby tubular type universal hydraulic door closer (having brand logo with ISI, IS :3564, embossed on the boby, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm ) with double speed adjustment with necessary accessories and screws etc. complete. D.S.R.9.84

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :

35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood

P/F 28 mm thick factory made PVC DOOR shutters,made of solid PVC foam profole with homogenious fine cellular structure having smooth outer integral skin having 71mm wide and 28mm thick as vertcal and horizontal style . Joints are made using solvent adhesive and GI C sections (39mmx19mmx0.6mm) thick stiffener frame insert and telescopic polymeric L corners. The panel shall be filled with 3 mm thick high pressure compact laminated as per manufacturer specifications.

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of b

Same as item No 24 but for Fabrication of grill / stair case railing.

P/F stainless steel railing (grade 304) made of hollow tube , channela, plates etc. including welding grinding, buffing,poloshing and making curvature and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners,s.s. bolts etc. of reqd. size on the top of the floor or the side of the waist slab with suitable arrangement as per approval of Eng I/C. (for payment purpose only weight of s.s. members shall be considered excluding fixing accessories such as nuts,bolts etc.)

Same as item No 19 but M.S. Angle iron chaukhats (35x35x5mm)

Same as item No 24 but Fabrication of Z-section of approved quality steel windows includind necessary steel fitting such as handle stay etc.S.I.No.502 IIIrd(b)

Providing and fixing fly proof galvanized M.S. wire gauge to windows

and clerestory windows using wire gauge with average width of aperture

1.4 mm in both directions with wire of dia 0.63 mm all complete.

With 12 mm mild steel U beading

Providing & Fixing 4mm thick Glass pans with putty and glazing clips in steel doors, windows, clerestory windows, all completion. including all material labour T&P etc. required proper completion of the 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, panelling and dash fasteners to be paid for separately) :

S/F rolling shutter of approved make made of 80x125mm cold rolled MS lath inter locked through their entire length joined together at the end by lock and mounted on specially designed pipe shaft with brackets, side guides and arrangement for inside and outside locking with push and pull operation comp. but excluding the cost of top cover and spring.

P/F 27.5CM long wire spring grade 2 for rolling shutters

P/F top cover for rolling shutters made of 18 gauge MS. Sheet.

Fixing of steel or wooden chaukhats in position.

(a) Door chaukhats

(b) Window chaukhats

(c) Ventilator chaukhats

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

12mm thick plinth plaster in 1:4 (1 cement :4 C.sand ( F.M.1.5-1.75) mortar including supply of all materials labour T&P etc. required for proper completion of the work

15mm cement plaster in single coat on of stairs upto floor two level. (Analysis rate)rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement :6 coarse sand

12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80mm in girth nd finshed even and smooth. (1)1 cement:6 coarse sand (FM 1.50-1.75)

Same as above but for ceiling 1:3 cement plaster

Making grooves 10 to 12 mm wide & 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required. & also direction of E/I.

Cement concrete flooring in 1:1.5:3(1 cement :1.5 coarse sand (F.M.2.20-3.60) :3 graded stone aggregate 20mm nominal sizelaid laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in 5:1 as specified over & exculding base concrete seperatly. and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T & P etc. required for proper completion of the work.

for 25 mm thick.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. SIZE 600MM X 600MM

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, cement: 3 coarse sand), of approved make, in all colours &shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement:3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete SIZE (600MM X 600MM

Supply and installation of puff panels PPGI/ PPGI , 80MM for walk in cooler and cold chain with puff slabs for floor and doors.

Ironite flooring of 150mm thickness. Vaccum dewatering flooring(trimix flooring) 4m x 4m. Pouring M25 grade concrete between channels and after mixed topping layer of ironite powder in top layer of concrete. (15kg per cubic meter) complete by vibrator,floaters etc. with make the panel size 4m x 4m.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineerin-Charge : .

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4(1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.

Chequerred precast cement concrete tiles 22mm thick in foot path ,courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4(1cement:4coarse sand) light shade pigment using white cement.

P/F of Glass strip of size 40x4mm including all material labour T&P etc. required proper completion of the work.

22 X 3.15 mm wide

Painting or varnishing on new iron work one coat of ready mixed priming paint and two coat of approved superior quality ready mix synthetic enamel paint of approved brand such as British paint or Asian or equivalent as approved by E/I also including supply of all materials, labour T & P etc required to be used should confirm thet.

Same as above Item No. 47but for New Wood work etc. complete.

Making drip course in sun shade or FACIA as per direction of engineer -in - charge including supply of all materials labour etc.required for proper completion ofthe work.

Finishing walls with acrylic smooth exterior paint of required shade New work ( two or more coat applied @ 1.67 lit./10 sqm. Over and including priming coat of exterior primer applied 2.20 KG/ 10 SQM.)

plastic emulsion paint of approved brand and manufacture & of required shade on new wall surface to give an even shade over & including two or more coats.

Providing and fixing of ISI marked Aluminium sliding bolts 250mm x16 mm dia with nuts and bolts etc. complete.

Providing and fixing of ISI marked Aluminium tower bolt of size 300mm x10 mm dia with necessary screws etc. complete.

Providing and fixing of ISI marked Aluminium Handle of size 125mm with necessary screws etc. complete.

P/F white cement based putty of average thickness 1mm ,of app. Brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete.

Providing & laying of light cinder filling under floor of toilets & other sunken roofs.

S/F of 50mm dia P.V.C. Water spout pipe length approx. 450mm, heavy duty including all material labour T&P etc. reguired for proper completion of the work.

centering and shuttering including strutting and proping etc. and removal all form work for walls

centering and shuttering including strutting and proping etc. and removal all form work for COLUMNS

centering and shuttering including strutting and proping etc. and removal all form work for BEAMS

centering and shuttering including strutting and proping etc. and removal all form work for SLAB

Description of Work / Item(s)

Amount

COST FOR ELECTRIC SUB STATION

EARTH WORK

Earth work in exacavation in trenches for foundations and for pipes cables etc.in ordinary soil ( loan clay orsand)including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches.

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 of sand filling in plinth under floor including watering ,ramming, consolidating and dressing complete including supply of all material labour T&P etc. required for proper completion of the work.lead upto 50 m. and lift upto 1.5m. and including cost of sand.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per/100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100sqm. (3) Treatment of top surface of plinth filling 5 liters/100 sqm. (4)Treatment junction of wall and the floor 7.5 liters /100 sqm. (5)Treatment of soil along external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apron along external perimter 5 liters/100 sqm.

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

CONCRETE WORK

Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand{FM 2.20-3.60} : 4stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors.

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors.

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 : 4 graded stone aggregate 20 mm nominal size).

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.

REINFORCED CEMENT CONCRETE

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

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion of (1:1.5:3)(1cement :1.5coarse sand( FM2.20-3.60) :3 stone aggregate20mm) in RCC work excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works.

All works upto plinth level

All works above plinth level upto floor V level

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

BRICK WORK

M-150 brick work in 1:6 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work.

Class 150 brick work for one brick thick wall in 1:6 cement and coarse sand of ( FM 1.5-2.20) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms.

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).

WOOD WORK & PVC 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 galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :

35 mm thick shutters

with ISI marked M.S. pressed butt hinges bright finished of required size

Kiln seasoned and chemically treated Hollock wood.

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 steel windows by welding

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.

With 12 mm mild steel U beading

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

250 mm weighing not less than 150 gms

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 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

STEEL WORK

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

Extra for providing mechanical device chain and crank operation for operating rolling shutters.

Exceeding 10.00 sqm and upto 16.80 sqm in the area

Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).

Providing and fixing MS Tubler frames for door windows,ventilators and cupboard with rectangular/L-Type sections,made of 1.60mm thick MS sheet, joints mitred,welded and grainded finish ,with profiles of required size, including fixing of necessary butthinges and screw and applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

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

4.0 mm thick glass panes

FLOORING

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

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) :

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) 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 1.05 metre.

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Ordinary cement without any pigment

ROOFING

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

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

110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

Coupler

Bend 87.5 degree

110 mm bend

Shoe (Plain)

110 mm shoe

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

FINISHING

12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80mm in girth nd finshed even and smooth. (1)1 cement:6 coarse sand (FM 1.50-1.75)

15mm cement plaster in single coat on of stairs upto floor two level. (Analysis rate)rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement :6 coarse sand (FM 1.50-1.75)

6mm cement plaster of mix

1:3 (1 cement : 3 fine sand)

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

White washing with lime to give an even shade :

New work (three or more coats)

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

Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :

Two or more coats on new work

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.

WATER PROOFING

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 120 mm and minimum thickness at khurra as 65 mm.

NON SCHEDULE ITEMS

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 door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge :

Description of Work / Item(s)

Amount

ELECTRICAL TRANSFORMER

Supplying of 200 KVA, 11000 / 433 volts delta / star, outdoor oil type naturally cooled Transformer with vector group Dyn II, and OFF load tap changer of + 5% to - 15% on HT side in steps of 2.5% to give a constant supply of 415 volts on LT side the transformers to be provided with cable box on HT side to receive 3 core 70 sq.mm. XPLE cable and LT side bus bar chamber to receive LT side to require 2x3.5x185sq.mm XLPE cable complete as required with latest ammendments (IS:1180) and with followings,

1. Winding Temp. Indication (WTI) with alarm

2. Buchholz relay with releae cock, alarm, contacts for trip and alarm

3. Oil Temp. Indicator (OTI) with alarm

4. First filling of filtered dehydrated oil as per IS : 335 including make up fill during installation

5. Oil conservator with filter cap, drain plug & oil level gauge

The work shall be completed in all aspects up to satisfaction of Engg. In-charge

Installation, testing and commissioning of above transformers on 100 mmx50mm x6 mm M.S channel to be embedded in cement concrete foundation including testing of installtion of windings, dehydrating and filteration of oil of required and as per technical specifications.

Supplying, laying, testing and commissioning of control cable 10 core 2.5 sq.mm. PVC insulated copper conductor 1.1 kV grade, armoured control cable as required complete in all respect.

Supplying installation testing and commissioning of H.T. Cable, Bus trunking from Transformer to LT Panel.

INCOMER - 1 (TRANSFORMER - 200 KVA)

1 No. 400A, 4P MCCB (35KA) with protections.

Incomer Metering & Protection.

1 Set of Multifunction meter (96x96mm) for V/A/PF/Hz/KVAH/KWH with LCD/LED Display as per IS 14697

3 Nos. 400/5A ratio CTs 15 VA class 5P 10

3 Nos. phase indicating lights with control fuses.

1 No. under voltage relay

1 No. over voltage relay

1 No. IDMT relay

1 No. Master Trip Relay

1 No. Earth Fault Relay

1 Set of control fuses & control terminals.

3 Nos. breaker ON/OFF/TRIP indication lamp with 2A SP MCB.

Bus Bar

500 A TPN aluminium Bus Bars with heat shrinkable coloured insulated PVC sleeves.

Outgoings :

Two (2) Nos. 200Amps , TPN MCCB (16 KA )

One (1) Nos. 160Amps , TPN MCCB ( 16 KA )

Three (3) Nos. 125Amps , TPN MCCB ( 16 KA )

One (1) Nos. 100Amps , TPN MCCB ( 16 KA )

Description of Work / Item(s)

Amount

COST FOR EXTERNAL ELECTRIFICATION

Supply installation, testing and commissioning of external post top lantern with following and complete as required.

Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make having 3mm thickness with single arm bracket one mtr. Length on RCC foundation including the cost of foundation, foundation bolts,excavation and back filling and reqd. T &P complete.

Supply and fixing of 9 mtr. G.I. Octagonal pole of approved make having 3mm thickness with single arm bracket one mtr. Length on RCC foundation including the cost of foundation, foundation bolts,excavation and back filling and reqd. T &P complete.

LED type 50 Watt to 70 watt (Street Light) light fittings of all types with all accessories.

LED type 75 Watt to 90 watt(Street Light) light fittings of all types with all accessories.

Suitable size Control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminal with 1 no.5A HRC fuses complet 1 set

Suitable number (S) 40mm dia Class-B GI Pipes(s) from above control box to upto 0.5 meter below ground level for power cable entry.

LT CABLES

Supply of following size of 1.1 KV grade multicore aluminium cunductor PVC sheathed armoured cable as per IS 1554.

3.5 Core 240 Sqmm

3.5 Core 120 Sqmm

3.5 Core 70 Sqmm

4 Core 25 Sqmm

2 Core 16 Sqmm

2 Core 10 Sqmm for street lite.

Description of Work / Item(s)

Amount

COST FOR SUPPLY INSTALLATION AND COMMISSIONING OF IP CCTV SYSTEM

DAY/NIGHT IP HD camera with IR 4 megapixel.

Network vedio recorder (NVR) should be equipped with H.264 vedio codec encoding .the NVR shall support minimum 12 TB hard drives. It should have HDMI AND VGA output for high resolution output to a HD TV or computer monitor.

4 TB hard disk

32" LED SCREEN FULL HD with computer input of HDMI /AUDIO IN, USB 2.0, ETHERNET CONNECTION,HD 15PC INPUT.

8 PORT NETWORK SWITCHES.

4 PORT NETWORK SWITCHES.

CAT 6 CABLES

4 U RACKS

2 U RACKS

2 CORE 1 SQMM POWER CABLE. M

Description of Work / Item(s)

Amount

COST FOR INTERNAL W/S & SANITATION

SANITARY FIXTURES AND ACCESSORIES

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid. Mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors whenever required W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings standard size C.P. brass flush pipe ,spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors whenever required : range of four urinal set

Providing and fixing stainles steel A ISI 304 kitchen sink as per IS : 13983 with C.I. bracket sand stainless steel plugs 40mm including painting of fittings and brackets, cutting and making good the wall wherever kitchen sink with drain board required : Size510 x 1040 x 250 mm

Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.

Flush pipe with union spreader and clamps all in C.P. brass for single stall.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete.

32 mm dia for wash basin

Providing and fixing 100 mm sand cast iron grating for gully trap.

Providing and fixing mirror of superior glass (of approved quality) and of reuired shape and size with plastic moulded frame of approved make and shade with 6 mm thisk hard board backing : Reclangular shape 1500x450 mm

Providing and fixing toilet paper holder : C.P. brass

S/F of C.P. brass centre hole basin mixer with cast spout

Soil , Waste , Vent and Rain Water Pipes And Fittings (Sand cast iron)

The following items include providing, fixing and testing in position of ISI marked (IS : 1729) sand cast iron soil, waste, vent and rain water pipes and fittings cut to required lengths, fixing at wall, ceiling or on floor including connections to all required fittings complete in all respects :

Providing & fixing pipes.

100mm dia sand cast iron S & S Pipe (soil pipe).

100mm dia sand cast iron S & S Pipe (waste pipe).

100mm dia sand cast iron S & S Pipe (rain water).

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 100 mm

Providing & fixing M.S. holder bat clamps of approved for 100 mm dia pipe.

Providing & fixing Sand cast iron S & S trap of self 100 mm inlet &100 mm outlet

Providing & fixing Sand cast iron S & S collar 100 mm dia

Providing & fixing Sand cast iron S & S bend of required. 100 mm dia.

Providing & fixing heel rest sand cast iron S & S sanitary Bend. 100 mm dia.

Providing & fixing to the inlet mouth of rain water pipe.

P/F of sand cast iron terminal guard 100 mm

P/F of single equal sand cast iron S& S junction of required degree 100 x 100 x 100mm

WATER SUPPLY PIPES AND FITTINGS INTERNAL WATER SUPPLY

Providing, fixing CPVC pipes complete with upvc. fittings and clamps including cutting and making good the walls etc.(internal work) - (Exposed on wall)

25 mm dia nominal bore

Providing, fixing CPVC pipes complete with upvc fittings and clamps including cutting and making good the walls etc(internal work) - Concealed pipe including painting with anti corrosive bitumastic paint, cutting cashes and making good the wall.

20 mm dia nominal bore

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

50 mm nominal bore

Providing & fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats).

25 mm nominal bore

Providing & fixing 15 mm nominal bore 45 cm longised PVC connection unplastic pipe with brass unions.

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

4 X 2000 litres capacity

P/F 15MM nominal bore brass bib cock.

P/F 15MM nominal bore long body brass bib cock.

P/F PTMT grating for waste pipe for nahani trap.

P/F 15MM nominal bore swan neck body brass bib cock.

P/F 15MM nominal bore C.P. brass stop cock.

Description of Work / Item(s)

Amount

COST FOR INTERNAL ELECTRIFICATION

Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in heavy guage rigid PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth contunity wire,piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.

Add for light / fan points with modular switches in place of piano switches.

Wiring points for two way light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in heavy guage rigid PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth contunity wire and two number two way piano type switches & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.

Add for 2 way light points with modular switches in place of piano switches.

Wiring points for Fan /Fresh air fan (light duty exhaust fan )with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in heavy guage rigid PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth contunity wire,piano type switch & ceiling rose on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.

Add for light / fan points with modular switches in place of piano switches.

Wiring points for Plug with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in heavy guage rigid PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth contunity wire,piano type switch & socket sheet etc.complete in all respects.as directed including matching colour wash.

Add for plug points with modular switches in place of piano switches.

Wiring points for Call bell with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in heavy guage rigid PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth contunity wire,piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.

Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in 20mm dia heavy guage rigid PVCconduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 14 SWG copper earth contunity wire including colour wash etc. complete in all respects.

Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in 20mm dia heavy guage rigid PVC conduit partly concealed in wall and partly laid in slab along with reinforcement before concreting, with two number 14SWG copper earth continuity wire including colour wash etc. complete in all respects.

Supply and wiring of 4 number 10 Sq.mm.FR PVC insulated 1100 V grade Multistrand single core copper conductor cable in 32 mm heavy guage rigid PVC conduit pipe partly concealed in wall and partly laid in slab along with reinforcement before concreting, with two number 10 SWG copper earth continuity wire including colour wash etc. complete in all respects.

4 X 10 sq.mm.

Supply & fixing of single wall light bracket made of brass on matching polished MDFEG board brass including connection etc. as required.

Cat. AAA

Supply & fixing of factory wired integral LED flood light luminaires with die cast aluminium housing and lenses built with mandatory driver set suitable for 170 to 200 watt.confirming to IP 65/66 protection complete in all respect.

Cat. AAA

Supply & fixing of factory wired HPF box type flourescent tube light fitting suitable for following fluorescent tube including tubes etc. complete as required.

1x40 Watt. Cat. AA

Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.

Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.

Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.

Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of 100 x 100 x 65mm size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge.

Same as item no.159 but for 150x150x65mm size

Same as item no.159 but for 250 x 300 x 65mm size

Supply and fixing of 240 volts 'L' series miniature circuit breaker 9 K.A / 10 K.A.in existing MCB, DB complete with connections as required.

5 - 32 amps. (Legrand Lexic)

Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.

40 Amp. 4 Pole MCB (Legrand Lexic)

63 Amp. 4 Pole MCB (Legrand Lexic)

Supply and fixing of surface/ flush mounting TPN distribution board with additional door without MCB complete in all respect, as directed at site by Engineer Incharge.

4 Way TPN (Legrand Lexic)

Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.

Supply & fixing of Call Bell Of Approved Make on matching polished MDFEG board brass including connection etc. as required.

Supply and fixing of power plug with 15A/250 Volt flush type switch and 5 Pin 15 A/250Volt flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer.

Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.

Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.

Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properly etc. complete as required.

S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.

Supply fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.

Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the

cable run shall be fixed on M.S. clamps etc. of suitable size. S.I.No.501(I)

25 sqmm 3.5 core

50 sqmm 3.5core

Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of E.I.

25 sqmm 3.5 core

50 sqmm 3.5core

Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.

Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.2mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and

adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used.

All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports.

The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.

The minimum clearances between bus bars shall be as follows :

Phase to phase - minimum 20mm

Phase to neutral-minimum 15mm

Main L.T. Panel

Incoming :

500Amp. TPN-1No.

Metering :

One (1) Set of Phase Indication Lamp.

Bus Bar :

One (1) No.500 A, TPN aluminimum bus bar of suitable length.

Outgoing :

Phase indication lamps on each outgoing to be provided.

100 Amp. TPN - 3 Nos.

63 Amp. TPN - 2Nos.

OR outgoing as per site requirment

Sub. Panel 1

Incoming :

Three (3) No 200A 4 pole MCCB

Metering :

One (1) Set of Phase Indication Lamp.

Bus Bar :

One (1) No. 200 A, TPN aluminimum bus bar of

suitable length.

Outgoing :

Phase indication lamps on each outgoing to be provided.

100Amps TPN MCCB - 2 Nos

OR outgoing as per site requirment

Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules.

Providing and Laying PVC pipe including jointing , cutting and making good the walls & floors as per requirement.

S/F of 2/3/4 ways round PVC junction boxes for 20mm dia PVC PIPEconcealed in wall

Supply of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required

S/F of power plug with 20 Amp./250 volt flush type universalmodular socket switches on concealed M.S. box including supply of all materials,labour T&P etc.

S&F sheet steel enclosure surface/ flush mounting fitted with 30 amp. 2 pin and earth metal clad scraping earth plug and socket complete in all respect.

S/I of split A.C. suitable for operation on A/C supply single phase 50 HZ 230 volts with sealed compressor with air cooled condenser, motor capacitor. The condenser unit will be placed outside the room on the terrace.

Supply and fixing of C.F.L 15 /18W. CG/Usha/Bajaj & Equivalent make

Providing & fixing of 3 Pin telephone outlet complete in all respect on existing board with connections as required.

Providing, drawing, connecting and testing of telephone wire 2 pair 0.51 sqmm. tinned copper conductor PVC insulated in existing conduit from telephone outlet box to the junction box/tag block.

Grid solar system photo voltaic panels for natural generation of electricity (20 KW Capacity) with all complete fittings and installation with module mounting structure on grid solar inverter.

Description of Work / Item(s)

Amount

COST FOR FIRE FIGHTING

Hydrant System Supply, Installation.

Supply, erection and testing of ISI marked M.S. pipes (class B) and specials etc. (as per IS:1239) for above ground laying for hydrants system includeing transportation of materials upto the worksite, cuttings the pipes to required length, edge preparation, welding, fixing / erection of pipes including specials i.e. bends, tees, reducers, flanges expansion joints wherever required, washers, nuts, bolts etc. in proper position including all supports as per layout.

100mm dia.

80mm dia.

25mm dia.

Installing ,testing and commissioning of butterfly valve , PN-1.0,slim seal, standard lever operated type with required flanges, nuts ,bolts etc. complete.

80mm dia.

100mm dia.

Installing ,testing and commissioning of NRV PN 1.0 complete with flanges,gasket and nut bolts.

100mm dia.

supply , Installation, testing and commissioning of fire Hydrant valve , bearing to IS: 5290 marks, S.S. ,IS: 304 Grade, 63mm oblique instantaneous single out let, 75mm N.B. flanged inlet, brass spindles complete with PVC blank cap . G.I. chain etc.

supply , Installation, testing and commissioning of Branch pipe . S.S. short type with 63mm male instantaneous inlet, male threaded outlet fitted with 15mm, Bore nozzle,having IS: 903 MARK.

supply , Installation, testing and commissioning of Fire Hose, RRL hose jacketed with circular woven synthetic fibre,conforming to IS 636:88 63MM DIA.x 15mt. Long with SS 63mm 2 pair of male and female instantaneous coupling having IS :903 mark and duly S.S. wire wounded. The hose shall be rolled and hug to suitable M.S. support in the fire station.

P/F weather proof standard fire hose cabinet locing arrangement with handle for housing hydrant valve two nos. 15 mts. Long fire hose pipes, branch pipes as reqd. as per drawing , including bracket for mounting accessories, painting (one coat primer and two coat of fire red color ) the cabinet shall be mounted on self standing mounted type painted M.S. angle iron frame as reqd. The words ``FIRE HOSE'' to be painted on box.

supply , Installation, testing and commissioning of manual swing type Fire hose reel IS:884 comp. with heavy duty reel, 19mmdia. X 30 mtr. Long 2-ply polyster yarn braided / rubber braided pressure hose with heavy duty nylon on/off jet/ spray nozzle, 25mm isolating valve and all other necessory fixing accessories

supply , Installation, testing and commissioning of 25mm air release valve gunmetal, conforming to IS: 903:1993, having rubber ball and with 25mm BSP. THREADED male inlet including necessory accessories and connections.

Double coat painting 1st coat will be of primer and 2nd coat of Post Office red paint (rate per meter)

100mm dia.

80mm dia.

25mm dia.

FIRE BRIGADE INLET

supply , Installation, testing and commissioning of fire brigade inlet with 63mm dia. instantaneous inlet complete.

Two way

S/F of sprinkler with all accessories like M.S. pipe 65mm, 50mm, 25mm Elbow socket band head plate and its cutting , welding and fixing support of angle and painting of M.S. pipe complete.

S/F of smoke detector fire alarm with all accessories like main Electronic main panel 08 Zone with battery back up 01 nos. heat detectors, 12 nos. electronic hooters 04 nos. mannual call point 04 nos. complete with 1.5mm sqmm copper wiring ISI MARKED comp.installation with testing.

ABC type Fire extinguisher ISI marked capacity 4 kg.

CO2 type Fire extinguisher ISI marked capacity 5 kg.

Fire Bucket stand with four bucket with 4 nos. buckets complete with paints.

Description of Work / Item(s)

Amount

COST FOR EARTH FILLING ON SITE

Filling of carted earth in side of the building including supply of necessary quanity of earth from a distance not exceeding 8.00 K.M. from the site of work and including watering ,ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m. and Rate of include cost of all material labour T&P etc. required for proper completion of the work.

Clearing jungle including uprooting of rank vegetation , grass , brush wood , trees and splings of girth upto 30 cm. measured at a a height of 1 m. above ground lvl. And removal of rubbish upto a distance of 50 m. outside the periphery of the area cleared.Dewateringof whole site.

Upto 5km.

Description of Work / Item(s)

Amount

COST FOR EXTERNAL SEWERAGE SYSTEM

Excavating trenches in all kind of soil of required width for pipes. Including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 20 m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter. Providing, laying and jointing glazed

stone ware 150 mm diameter

100 MM DAIMETER

Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand :10 graded stone aggregate 40mm nominal size Ground S.W. pipes including150 mm Diameter S.W. pipe.

100 MM DAIMETER

150 MM DAIMETER

Constructing brick masonry circular type Manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 cement sand, in side cement plaster 12mm thick with cement mortar 1:3 cement sand, finished with a floating coat of neat cement, foundation concrete in 1:3:6 Cement sand 40mm stone ballast and making necessary channels i 1:2:4 cement sand 20mm stone grit. 0.91m deep with SFRC cover 560mm dia fixed with cement concrete in 1:2:4 cement sand and 20mm stone aggregate including cantering shuttering all complete.

Extra deapth for circular type manhole 0.91 internal dia (at bottom) beyond 0.91m to 1.67m

Construction of brick masonary road gully chamber 45 x 45 x 77.5 cms. With bricks of class 75 designation.

Description of Work / Item(s)

Amount

SAPTIC TANK FOR TOTAL 50NOS OF USERS

Constructing Septic tank with brick work in cement mortar 1 : 4 (1cement and 4 coarse sand), cement concrete 1:2:4 (1 cement, 2 coarse sand, 4 graded stone aggregate 20mm nominal size) in foundations/base, baffle walls in half brick masonry in 1 : 4 (1 cement, 2 coarse sand), RCC slab 1:1.5:3 (1 cement, 1.5 coarse sand, 3 graded stone aggregate 20mm nominal size) 12 mm, thick cement plaster 1:4 (1 cement, 4fine sand) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed without any extra cost including centering, shuttering etc. complete with required nos. heavy duty SFRC type MH/IC covers and frames, vent pipe and all other accessories as per the drawing. 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.

SEPTIC TANK

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).

Reinforcement cement concrete work in walls (any thick-ness), including attached pilasters, buttresses, plinth and fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand)

CEMENT CONC. FLOORING

C.I. manhole covers of 500mm dai. Over septic tank

IRON FOOT STEPS

SOAK PIT OF 2.5 MT DAI. AND 3MT. DEEP

Description of Work / Item(s)

Amount

COST FOR 825 M LENTH DRAIN

Earth work in excavation in trenches for foundations and for pipes cables etc. in ordinary soil ( loan clay or sand) including lift upto 1.5 m and lead up to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches. (PWD-251)

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors.(PWD.281)

Class 150 brick work in 1:6 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in foundation and plinth level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. (Analysis rate )

12mm thick plinth plaster in 1:4 (1 cement :4 Coarse sand ( F.M.1.5-1.75) mortar including supply of all materials labour T&P etc. required for proper completion of the work

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size laid in one layer neat cement (25 mm thick floor).

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

SUNIL GARG AND COMPANY

M/S PRASHANT BUILDERS

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

M/S PRASHANT BUILDERS

East India Udyog Limited

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

SUNIL GARG AND COMPANY

M/S PRASHANT BUILDERS

M/S PRASHANT BUILDERS

East India Udyog Limited

SUNIL GARG AND COMPANY

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

SUNIL GARG AND COMPANY

M/S PRASHANT BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

RAJESHWAR BUILDERS

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY

East India Udyog Limited

East India Udyog Limited

M/S PRASHANT BUILDERS

SUNIL GARG AND COMPANY