Construction of JD Centre of Art at Bhubaneswar … · Construction of JD Centre of Art at...

Construction of JD Centre of Art at Bhubaneswar Odisha, India

Phase-1

TENDER DOCUMENT VOLUME - II

BILL OF QUANTITIES (BOQ)

CONSULTANTS

VASTU SHILPA CONSULTANTS / Studio VanRO Q24, Jangpura Extension, New Delhi 110014

Tel.: 24317660, 24317665 Fax: 24312183 Email: [email protected]

S. No. Description Total

Amount (Rs)

1 EARTHWORK

2 CONCRETE WORK

3 REINFORCED CEMENT CONCRETE

4 BRICK WORK

5 STONE WORK

6 MARBLE WORK

7 WOOD WORK & PVC WORK

8 STEEL WORK

9 FLOORING

10 ROOFING

11 FINISHING

12 ROAD WORK

13 ALUMINIUM WORK

14 WATER PROOFING

15 HORTICULTURE & LANDSCAPING

16 SANITARY FIXTURES

17 SOIL, WASTE, VENT & RAIN WATER PIPES

18 WATER SUPPLY

19 SEWERAGE

20 DRAINAGE

21 HORTICULTURAL WATER SUPPLY

22 WATER TREATMENT AND PUMPS

GRAND TOTAL

ABSTRACT OF COST

Construction of J D Centre of Art at Bhubaneshwar Orissa, India

1

JDCA - Tender Document


Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

SCHEDULE A:- DSR ITEMS

1.0 EARTH WORK

1.01 Carriage of materials by mechanical

transport including loading, unloading and

stacking

a) Excavated Rock (0 Km to 5 Km.) 1908.00 Cum

1.02 Earth work in excavation by mechanical

means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in

depth. 1.5m in width as well as 10 sqm on

plan) including disposal of excavated earth,

lead upto 50m and lift upto 1.5m, disposed

earth to be levelled and neatly dressed.

a) All kinds of soil 1908.00 Cum

1.03 Earth work in excavation by mechanical

means (Hydraulic excavator) / manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on

plan) including disposal of excavated earth,

lead upto 50 m and lift upto 1.5 m, disposed

earth to be levelled and neatly dressed.

a) Ordinary rock 1908.00 Cum

1.04 Filling available excavated earth (excluding

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20

cm in depth, consolidating each deposited

layer by ramming and watering, lead upto 50

m and lift upto 1.5 m. 5862.00 Cum

1.05 Extra for every additional lift of 1.5 m or part

thereof in :-

(a) All kinds of soil

i) 1.5 m to 3.0 m 1222.00 Cum

ii) 3.0 m to 4.5 m 150.00 Cum

1.06 Supplying and filling in plinth with Jumna

sand under floors including watering,

ramming, consolidating and dressing

complete. 181.00 Cum

1.07 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and

saplings of girth upto 30 cm measured at a

height of 1m above ground level and

removal of rubbish upto a distance of 50 m

outside the periphery of the area cleared.5189.00 100 Sqm

BILL OF QUANTITIES

Construction of J D Centre of Art at Bhubaneshwar Orissa, India

Bill of Quantities 2 Volume-2



Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

1.08 Supplying chemical emulsion in sealed

containers including delivery as specified.

a) Chlorpyriphos/ Lindane emulsifiable

concentrate of 20% 316.00 Litre

1.09 Diluting and injecting chemical emulsion for

POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical

emulsion) :

a) Along external wall where the apron is not

provided using chemical emulsion @ 7.5

litres / sqm of the vertical surface of the

substructure to a depth of 300 mm including

excavation channel along the wall & rodding

etc. complete:

i) With Chlorpyriphos/ Lindane E.C. 20% with

1% concentration 185.00 Metre

b) Treatment of soil under existing floors using

chemical emulsion @ one litre per hole, 300

mm apart including drilling 12 mm diameter

holes and plugging with cement mortar 1 :2

(1 cement : 2 Coarse sand) to match the

existing floor :

i) With Chlorpyriphos/Lindane E.C. 20% with

1% concentration 1206.00 Sqm

2.00 CONCRETE WORK

2.01 Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level:

a) 1:4:8 (1 cement : 4 coarse sand : 8 graded

stone aggregate 40 mm nominal size).249.00 Cum

2.02 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 :

a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size)1.00 Cum

2.03 Providing and laying light weight foam

concrete of density 1000kg/cum in sunken

portion of WCs, bathroom etc. all complete

and as directed 6.00 Cum

Total of sub-head-2 carried over to summary





Quantity

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3.0 REINFORCED CEMENT CONCRETE

3.01 Centring and shuttering including strutting,

propping etc. and removal of form for :-

a) Foundations, footings, bases of columns

etc. for mass concrete. 573.00 Sqm

b) Walls (any thickness) including attached

pilasters, buttresses, plinth and string

courses etc. 2950.00 Sqm

c) Suspended floors, roofs, landings, balconies

and access platform. 2078.00 Sqm

d) Shelves (Cast in situ) 8.00 Sqm

e) Lintels, beams, plinth beams, girders,

bressumers and cantilevers. 2281.00 Sqm

f) Columns, pillars, piers, abutments posts and

struts. 2728.00 Sqm

g) Stairs (excluding landings) except spiral

staircases. 266.00 Sqm

h) Arches, domes, vaults up to 6 m span 709.00 Sqm

i) Extra for shuttering in circular work (20% of

respective centering and shuttering items)

(i) Slab 28.00 Sqm

(ii) Beam 13.00 Sqm

j) Small lintels not exceeding 1.5 m clear span,

moulding as in cornices, window sills, string

courses, bands, copings, bed plates, anchor

blocks and the like 1.00 Sqm

3.02 Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

upto plinth level.

(a) Thermo mechanically treated bars 162723.00 Kg

3.03 Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

(a) Thermo mechanically treated bars 158400.00 Kg




Quantity

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figures (Rs)

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3.04 Providing and laying in position machine

batched and machine mixed design mix M-

25 grade cement concrete for reinforced

cement concrete work, using cement

content as per approved design mix,

including pumping of concrete to site of

laying but excluding the cost of centering,

shuttering, finishing and reinforcement,

including admixtures in recommended

proportions as per IS: 9103 to accelerate,

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of Engineer-in-

charge.

(Note :- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement

used as per design mix is

payable/recoverable separately).

a) All works upto plinth level 1103.00 Cum

b) All works above plinth level upto floor V level1018.00 Cum

4.00 BRICK WORK

4.01 Brick work with common burnt clay F.P.S.

(non modular) bricks of class designation

7.5 in foundation and plinth in:

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

sand) 84.00 Cum

4.02 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 :

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

sand) 178.00 Cum

4.03 Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundations and plinth in :

a) cement mortar 1:4 (1 cement : 4 coarse

sand) 150.00 Sqm

4.04 Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above

plinth level up to floor V level.

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

sand) 1411.00 Sqm

4.05 Extra for providing and placing in position 2

Nos 6mm dia. M.S. bars at every third

course of half brick masonry. 1411.00 Sqm






Quantity

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figures (Rs)

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Amount (Rs)

5.00 STONE WORK

5.01 Random rubble masonry in foundation and

plinth including levelling up with cement

concrete 1:6:12 (1 cement : 6 coarse sand :

12 graded stone aggregate 20 mm nominal

size) upto plinth level with :

a) With hard stone in cement mortar 1:6 (1

cement : 6 coarse sand) 58.00 Cum

b) With KHONDOLITE stone in cement mortar

1:6 (1 cement : 6 coarse sand) 90.00 Cum

5.02 Random rubble masonry in superstructure

above plinth level and upto floor five level,

including leveling up with cement concrete

1:6:12 (1 cement : 6 coarse sand : 12

graded stone aggregate 20 mm nominal

size) at window sills, ceiling level and the

like.

a) With hard stone in cement mortar 1:6 (1

cement : 6 coarse sand) 128.00 Cum

b) With KHONDOLITE stone in cement mortar

1:6 (1 cement : 6 coarse sand) 400.00 Cum

5.03 Stone work (machine cut edges Veneer

work) for wall lining upto 10 m height,

backing filled with a grout of 12 mm thick

cement mortar 1:3 (1 Cement : 3 coarse

sand) and jointed with Cement mortar 1:2 (1

cement : 2 stone dust), including rubbing

and polishing complete (To be secured to

the backing and the sides by means of

cramps and pins which shall be paid for

separately).

a) Kota stone slabs exposed face dressed and

rubbed - 25 mm thick. 35.00 Sqm

6.00 MARBLE WORK

6.01 Providing and fixing 18 mm thick gang saw

cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills ,

facias and similar locations of required size,

approved shade, colour and texture laid over

20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high

gloss finish etc. complete at all levels.

a) Granite of any colour and shade

i Area of slab upto 0.50 sqm 7.00 Sqm





Quantity

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6.02 Extra for providing opening of required size

& shape for wash basin/ kitchen sink in

kitchen platform, vanity counter and similar

location in marble/Granite/stone work,

including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of

cut edges etc. complete. 10.00 Each

6.03 Providing and fixing cramps of required size

& shape in RCC/ CC / Brick masonry

backing with cement mortar 1:2 ( 1 cement

:2 coarse sand), including drilling necessary

hole in stones and embedding the cramp in

the hole (fastener to be paid separately).

a) Stainless steel cramps 15.00 Kg

7.00 WOOD WORK & PVC WORK

7.01 Providing and fixing aluminium die cast body

tubular type universal hydraulic door closer

(having brand logo with ISI, IS : 3564,

embossed on the body, door weight upto 35

kg and door width upto 700 mm), with

necessary accessories and screws etc.

complete. 17.00 Each

7.02 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 :

a) 300x16 mm R/O Each

7.03 Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868 )


shade, with necessary screws etc. complete

:

a) 250x10 mm 32.00 Each

b) 150x10 mm 14.00 Each

7.04 Providing and fixing aluminium handles, ISI

marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868)


shade, with necessary screws etc. complete

:

a) 125 mm 31.00 Each

b) 100 mm 14.00 Each





Quantity

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figures (Rs)

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7.05 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.

a) Twin rubber stopper 33.00 Each

7.06 Providing and fixing aluminium casement

stays, 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.16.00 Each

7.07 Providing and fixing bright finished brass

100 mm mortice latch and lock, ISI marked,

with six levers and a pair of anodised

(anodic coating not less than grade AC 10

as per IS : 1868) aluminium lever handles of

approved quality with necessary screws etc.

complete. 17.00 Each

7.08 Providing and fixing Fiber Glass Reinforced

plastic (FRP) Door Frames of cross-section

90 mm x 45 mm having single rebate of 32

mm x 15 mm to receive shutter of 30 mm

thickness .The laminate shall be moulded

with fire resistant grade unsaturated

polyester resin and chopped mat . Door

frame laminate shall be 2 mm thick and shall

be filled with suitable wooden block in all the

three legs. The frame shall be covered with

fiber glass from all sides. M.S. stay shall be

provided at the bottom to steady the frame.

R/O metre

7.09 Providing and fixing to existing door frames.

a) 30 mm thick Glass Fibre Reinforced Plastic

(FRP) panelled door shutter of required

colour and approved brand and

manufacture, made with fire - retardant

grade unsaturated polyester resin, moulded

to 3 mm thick FRP laminate for forming

hollow rails and styles, with wooden frame

and suitable blocks of seasoned wood

inside at required places for fixing of fittings,

cast monolithically with 5 mm thick FRP

laminate for panels conforming to IS: 14856,

including fixing to frames.

R/O Sqm

7.10 Providing and fixing fly proof stainless steel

grade 304 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. 0.50 mm all

complete.

a) With 12 mm mild steel U beading 305.00 Sqm




Quantity

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figures (Rs)

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Amount (Rs)

7.11 Providing & fixing of fully insulated wooden

fire door of 120 min. fire rating, of 55mm

thickness, comprising of 75mm x 50mm

hardwood internal timber frame work, with

infill of 96 kg/m3, ceramic fiber blankets,

coated with VIPER FR intumuscent coating

on both sides for insulation. The coated

insulation shall be sandwiched between

12mm thick, Matrix Mineral Engineered

Boards on both sides (edge to edge on

internal Hardwood frame) and cladded with

3mm ply & 1mm Thick laminate of

Greenlam/Marino Make on both sides, with

55mm x 14mm teak wood lipping all round

the shutter the main door frame will be

made out of C.P. Teak Wood of section 140

x 65mm and cotaed with VIPER Fire

reatrdent Primer. The rebate shall be of

20mm x 57mm in Door Frame to

accommodate the shutter in frame. Both

frame and shutter shall be fitted with fire &

smoke intumescent seal of Viper make of

size 20 x 4mm on all the three sides except

bottom. The pasting of the

ply/veneer/laminate should be done using

automatic machine and should be free from

any nails or perforations.

The board shall be Resistant to vermin,

mould growth, minor impact, abrasion and

short term water attack and shall be Off

–white in colour with a smooth surface

suitable to receive most forms of decoration.

The Construction design shall be similar to

the design tested as per BS 476 part 22 and

IS 3614 Part II, at CBRI, India. Prototype

Test certificate for fire rating of doors from

CBRI, Roorkee for earlier tested design shall

be attached along with manufacturers test

certificate.Intumescent hinge Liner &

intumescent lock jackets of Lorient Make

should be provided.

Provisions/reinforcement for fixing all

fixtures shall be built in on the doors prior to

the supply.

Frame as per above Specifications (C.P.

Teak Wood Of Section 140x65mm)

Shutter as per above Specifications (With

1mm Thick Laminate on both faces of

Marino/ Greenlam Make) including the

following fittings complete to the satisfaction

of Engineer-in-Charge.

a) Becker Fire Solutions Stainless steel ball

bearing hinges of size 100mm x 75mm x

2.5mm, SUS 304 Grade complete with SS

screws, (4 Nos. on each side of Wooden

shutters )

b) UL Listed fire rated Becker Fire Solutions

make BLC Heavy Duty door closers tested

in accordance with BS: 476 Part – 22: 1987

having 10 years manufacturers warranty and

tested with complete assmebly offerred by

manufacturer (1 No.)




Quantity

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c) "Becker Fire Solutions" make Mortice

Lock with 80mm cylinder in SS finish along

with necessary screws complete as

required. (1 No.)

d) Stainles Steel Tower Bolt of Size 250mm

Long. (1 No. per panel)

Note:- Surface area of shutter including

door frame in elevation (one side Only) shall

be measured for payment.

120 minutes fire rating. 150.00 Sqm

8.00 STEEL WORK

8.01 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.

a) 80x1.25 mm M.S. laths with 1.25 mm thick

top cover 6.00 Sqm

8.02 Providing and fixing ball bearing for rolling

shutters. 3.00 Each

8.03 Extra for providing mechanical device chain

and crank operation for operating rolling

shutters.

a) Exceeding 10.00 sqm and upto 16.80 sqm in

the area 6.00 Sqm

8.04 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.

39.00 Each

8.05 Steel work welded in built up sections/

framed work including cutting ,hoisting,

fixing in position and applying a priming coat

of approved steel primer using structural

steel etc. as required.

a) In stringers, treads, landings etc. of stair

cases, including use of chequered plate

wherever required, all complete 165.00 Kg





Quantity

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b) In gratings, frames, guard bar, ladder,

railings, brackets, gates and similar works

(External Cladding frame, sloted angle

hanger) 3000.00 Kg

8.06 Providing and fixing hand rail of approved

size by welding etc. to steel ladder railing,

balcony railng and staircase railing including

applying a priming coat of approved steel

primer.

a) M.S. tube. 302.00 Kg

9.00 FLOORING

9.01 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.

278.00 Sqm

9.02 Cement plaster skirting up to 30 cm height,

with cement mortar 1:3 (1 cement : 3 coarse

sand), finished with a floating coat of neat

cement.

a) 18 mm thick. 24.00 Sqm

9.03 Providing and fixing glass strips in joints of

terrazo/ cement concrete floors.

a) 40 mm wide and 4 mm thick. 561.00 Metre

9.04 Extra for Kota stone/ sand stone in treads of

steps and risers using single length up to

1.05 metre . 197.00 Sqm

9.05 Providing and fixing Ist quality ceramic

glazed wall tiles conforming to IS: 15622

(thickness to be specified by the

manufacturer), of approved make, in all

colours, shades except burgundy, bottle

green, black of any size as approved by

Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed of

cement mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry @

3.3kg per sqm, including pointing in white

cement mixed with pigment of matching

shade complete.223.00 Sqm





Quantity

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figures (Rs)

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Amount (Rs)

9.06 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 colours such as White, Ivory, Grey, Fume

Red Brown, laid on 20 mm thick cement

mortar 1:4 (1 Cement : 4 Coarse sand),

including pointing the joints with white

cement and matching pigment etc.,

complete. 33.00 Sqm

9.07 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) :

a) With Kota stone slab 25 mm thick. 2115.00 Sqm

b) With LATERITE stone 92.00 Sqm

9.08 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. 251.00 Sqm

9.09 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,

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.

a) Size of Tile 600x600 mm 231.00 Sqm

9.10 Providing and fixing Glass mossaic tiles at

finished plain wall surface of size 20 mm x

20 mm x 4 mm in all colour, design , fixing in

customize design as per direction of

Engineer-in-Charge. The glass mosaic tiles

to be fixed on the wall surface with the help

of approved adhesive applied at the rate of

2.5 kg per sqm and grouting of the same.

The rate is inclusive of all operation, material

and required pattern approved by Engineer-

in-Charge: 1126.00 Sqm

10.00 ROOFING

10.01 Providing gola 75x75 mm in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4

stone aggregate 10 mm and down gauge),

including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard

design :

a) In 75x75 mm deep chase 161.00 Metre





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10.02 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.

12.00 Each

11.00 FINISHING

11.01 12 mm cement plaster of mix :

a) 1:6 (1 cement: 6 fine sand) 1496.00 Sqm

11.02 15 mm cement plaster on the rough side of

single or half brick wall of mix :

a) 1:6 (1 cement: 6 fine sand) 2243.00 Sqm

11.03 15 mm cement plaster on rough side of

single or half brick wall of mix :

a) 1:4 (1 cement: 4 coarse sand) 338.00 Sqm

11.04 18 mm cement plaster in two coats under

layer 12 mm thick cement plaster 1:5 (1

cement : 5 coarse sand) finished with a top

layer 6 mm3 thick cement plaster 1:6 (1

cement : 6 fine sand). 101.00 Sqm

11.05 6 mm cement plaster of mix :

a) 1:3 (1 cement : 3 fine sand) 1000.00 Sqm

11.06 Providing and applying plaster of paris putty

of 2 mm thickness over plastered surface to

prepare the surface even and smooth

complete. 3738.00 Sqm

11.07 White washing with lime to give an even

shade :

a) New work (three or more coats) 338.00 Sqm

11.08 Distempering with dry distemper of

approved brand and manufacture (two or

more coats) of required shade on new work,

over and including water thinnable priming

coat to give an even shade. 212.00 Sqm

11.09 Finishing walls with textured exterior paint of

required shade :

a) New work (Two or more coats applied @

3.28 ltr/10 sqm) over and including priming

coat of exterior primer applied @ 2.20kg/10

sqm 101.00 Sqm

11.10 Finishing walls with Acrylic Smooth exterior

paint of required shade :

a) New work (Two or more coat applied @ 1.67

ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/ 10 sqm)2500.00 Sqm





Quantity

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11.11 Wall painting with Plastic emulsion paint of

approved brand and manufacture to give an

even shade :

a) Two or more coats on new work 3963.00 Sqm

11.12 Painting with synthetic enamel paint of

approved brand and manufacture to give an

even shade :

a) Two or more coats on new work 106.00 Sqm

12.00 ROAD WORK

12.01 Preparation and consolidation of sub grade

with power road roller of 8 to 12 tonne

capacity after excavating earth to an

average of 22.5 cm depth, dressing to

camber and consolidating with road roller

including making good the undulations etc.

and re-rolling the sub grade and disposal of

surplus earth with lead upto 50 metres. 1051.00 Sqm

12.02 Providing and laying C.C. pavement of mix

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed board

vibrator , vacuum dewatering process and

finally finished by floating, brooming with

wire brush etc. complete as per

specifications and directions of Engineer-in-

charge. (The panel shuttering work shall be

paid for separately).

(Note:- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement

used as per design mix is payable/

recoverable separately).

a) Cement concrete prepared with batch

mixing machine. 211.00 Cum

12.03 Extra for providing and mixing hardening

compound of approved quality as per

manufacturer's specification in cement

concrete. 631.00 Litre

12.04 Providing and fixing in position pre-moulded

joint filler in expansion joints.

644.00

Per cm

depth per

cm width

per m

length

12.05 Providing and laying in position bitumen hot

sealing compound for expansion joints etc

a) Using grade 'A' sealing compound.

644.00

Per cm

depth per

cm width

per m

length





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

12.06 Providing and applying 2.5 mm thick road

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic

material by fully/ semi automatic

thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser,

propane tank heater and profile shoe heater,

driven by experienced operator on road

surface including cost of material, labour

,T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc.

complete as per direction of Engineer-in-

charge and accordance with applicable

specifications.

36.00 Sqm

12.07 Providing and laying at or near ground level

factory made kerb stone of M-25 grade

cement concrete in position to the required

line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without

grooves (thickness of joints except at sharp

curve shall not to more than 5mm), including

making drainage opening wherever required

complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall

be measured for payment). (Precast C.C.

kerb stone shall be approved by Engineer-in-

charge).10.00 Cum

12.08 Construction of granular sub-base by

providing close graded Material conforming

to specifications, mixing in a mechanical

mix plant at OMC, carriage of mixed

material by tippers to work site, for all

leads & lifts, spreading in uniform layers

of specified thickness with motor grader on

prepared surface and compacting with

vibratory power roller to achieve the desired

density, complete as per specifications and

directions of Engineer-in- Charge.

a) With material conforming to Grade-I (size

range 75 mm to 0.075 mm ) having CBR

Value-30. 160.00 Cum




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

12.09 Construction of dry lean cement concrete

sub base over a prepared sub- grade with

coarse and fine aggregate conforming to

IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation

after blending to be as per specifications,

cement content not to be less than 150

Kg/cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10

Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid

with a mechanical paver, compacting with 8-

10 tonne vibratory roller, finishing and

curing etc. complete as per direction of

Engineer-in-charge.

160.00 Cum

12.10 Providing and laying 80 mm thick factory

made Grass paver block of M -25 grade

made by block making machine with strong

vibratory compaction, of approved size,

design & shape, laid in required colour and

pattern over and including 50mm thick

compacted bed of fine sand, filling the joints

with fine sand etc. all complete as per the

direction of Engineer-in-charge. 84.00 Sqm

13.00 ALUMINIUM WORK

13.01 Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to

IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including

necessary filling up the gaps at junctions,

i.e. at top, bottom and sides with required

EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust

free, straight, mitred and jointed

mechanically wherever required including

cleat angle, Aluminium snap beading for

glazing / paneling, C.P. brass / stainless

steel screws, all complete as per

architectural drawings and the directions of

Engineer-in-charge. (Glazing, paneling and

dash fasteners to be paid for separately) :

a) For fixed portion

i) Powder coated aluminium (minimum

thickness of powder

coating 50 micron) 4000.00 Kg

13.02 For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of

EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately)





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

a) Powder coated aluminium (minimum

thickness of powder coating 50 micron) 157.00 Kg

13.03 Fabrication, Supply and Erection of

LOUVERS fabricating from 0.91mm

Aluminium sheet with 0.71 mm thick

Aluminium blades to the required profile and

shape as per drawing attached for this item

including hoisting and installing in position

including all cutting, jointing, grinding and all

operations, necessary templates, adequate

temporary supports, scaffolding, staging etc.

including all tests on material and

fabrications required. Blades to be fixed with

the frame (Frame is payable in seperate

item), all LOUVERS are to be completed

with bird screws. (Payment shall be on over

all elevation area basis between outer most

edges.)1881.00 Kg

13.04 Providing and fixing 12 mm thick

prelaminated particle board flat pressed

three layer or graded wood particle board

conforming to IS: 12823 Grade l Type ll, in

panelling fixed in aluminum doors, windows

shutters and partition frames with C.P. brass

/ stainless steel screws etc. complete as per

architectural drawings and directions of

engineer-in-charge.

a) Pre-laminated particle board with decorative

lamination on one side and balancing

lamination on other side 25.00 Sqm

13.05 Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

gasket tc. complete as per the architectural

drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading

shall be paid in basic item):

a) With float glass panes of 5.50 mm thickness36.00 Sqm

b) With toughened glass panes of 8 mm thick 50.00 Sqm

c) With toughened glass panes of 10 mm thick 50.00 Sqm

13.06 Providing & fixing of Urinal partitions of

1050mm x 450mm with toughened ceramic

fritted (coloured) glass of 8mm thick. the

system shall be held on two brackets of

DORMA - Germany/ LISUS - Singapore or

approved equivalent Including all necessary

fittings i.e. screws, dash fastners etc.

complete as per the satisfaction of the

Engineer-in-Charge.2.00 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

13.07 Providing and fixing double action hydraulic

floor spring of approved brand and

manufacture conforming to IS : 6315, having

brand logo embossed on the body / plate

with double spring mechanism and door

weight upto 125 kg, for doors, including cost

of cutting floors, embedding in floors as

required and making good the same

matching to the existing floor finishing and

cover plates with brass pivot and single

piece M.S. sheet outer box with slide plate

etc. complete as per the direction of

Engineer-in-charge.

a) With stainless steel cover plate minimum

1.25 mm thickness 20.00 Each

13.08 Filling the gap in between aluminium frame

& adjacent RCC/ Brick/ Stone work by

providing weather silicon sealant over

backer rod of approved quality as per

architectural drawings and direction of

Engineer-in-charge complete.

a) Upto 5mm depth and 5 mm width 99.00 Metre




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

13.09 Providing and fixing double glazed

hermetically sealed glazing in aluminium

windows, ventilators and partition etc. with 6

mm thick clear float glass both side, having

12 mm air gap, including providing EPDM

gasket, perforated aluminium spacers,

desiccants, sealant (Both primary and

secondary sealant) etc. as per

specifications, drawings and direction of

Engineer-in-charge complete. 79.00 Sqm

13.10 Providing and fixing aluminium tubular

handle bar 32 mm outer dia, 3.0 mm thick &

2100 mm long with SS screws etc .complete

as per direction of Engineer-in-Charge.

a) Powder coated minimum thickness 50

micron aluminium tubular handle bar 5.00 Each

14.00 WATER PROOFING

14.01 Providing and laying water proofing

treatment to vertical and horizontal surfaces

of depressed portions of W.C., kitchen and

the like consisting of :

Ist course of applying cement slurry @ 4.4

kg/sqm mixed with water proofing compound

conforming to IS 2645 in recommended

proportions including rounding off junction of

vertical and horizontal surface.

IInd course of 20 mm cement plaster 1:3 (1

cement : 3 coarse sand) mixed with water

proofing compound in recommended

proportion including rounding off junction of

vertical and horizontal surface.

IIIrd course of applying blown or residual

bitumen applied hot at

1.7 kg. per sqm of area.

IVth course of 400 micron thick PVC sheet.

(Overlaps at joints of PVC sheet should be

100 mm wide and pasted to each other with

bitumen @ 1.7 kg/sqm). 25.00 Sqm





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

14.02 Providing and laying APP (Atactic

Polypropylene Polymer) modified

prefabricated five layer, 3 mm thick water

proofing membrane, black finished

reinforced with glass fibre matt consisting of

a coat of bitumen primer for bitumen

membrane @ 0.40 litre/sqm by the same

membrane manufactured of density at 25°C,

0.87 - 0.89 kg/litre and viscocity 70 - 160

cps. Over the primer coat the layer of

membrane shall be laid using butane torch

and sealing all joints etc., and preparing the

surface complete. The vital physical and

chemical parameters of the membrane shall

be as under : Joint strength in longitudinal

and transverse direction at 23°C as 350/300

N/5 cm. Tear strength in longitudinal and

transverse direction as 60/80N. Softening

point of membrane not less than 150°C.

Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147.

The laying of membrane shall be got done

through the authorised applicator of the

manufacturer of membrane :

a) 3 mm thick 1312.00 Sqm

14.03 Extra for covering top of membrane with

Geotextile, 120 gsm non woven, 100%

polyester of thickness 1 to 1.25 mm bonded

to the membrane with intermittent touch by

heating the membrane by Butane Torch as

per manufactures recommendation.1312.00 Sqm

14.04 Providing water proofing treatment by

chemical injection grout process on

horizontal and vertical surfaces of overhead

water tanks, underground water tanks and

other structures including providing and

applying three coats of Acrylic Polymer

waterproofing system, providing and laying

12mm thick protective cement plaster in true

line & level with ratio 1:4 ( 1 cement : 4

coarse sand) all complete as per drawings,

specifications specifications in accordance

of manufacturer specifications and as

directed by Engineer In Charge.

Horizontal & Vertical Water Proofing 256.00 Sqm





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

15.00 HORTICULTURE & LANDSCAPING

15.01 Trenching in ordinary soil up to a depth of 60

cm including removal and stacking of

serviceable materials and then disposing of

surplussoil, by spreading and neatly leveling

within site and making up the trenched area

to proper levels by filling with topsoil /

goodearth mixed with sludge or/and manure

before and after flooding trenchwith water

(excluding cost of imported earth, sludge or

manure).808.00 Cum

15.02 Supplying and stacking of good earth at site

including royalty and carriage up to 1 km

(earth measured in stacks will be reduced by

20% for payment). 3695.00 Cum

15.03 Supplying and stacking sludge at site

including royalty and carriage up to 1 km

(sludge measured in stacks will be reduced

by 8% for

payment). 136.00 Cum

15.04 Supplying and stacking at site dump manure

from approved source,including carriage up

to 1 km (manure measured in stacks will

bereduced by 8% for payment) :

c) Screened through sieve of I.S. designation

4.75 mm 69.00 Cum

15.05 Rough dressing the trenched ground

including breaking clods. 1346.00 100sqm

15.06 Uprooting weeds from the trenched area

after 10 to 15 days of its flooding with water

including disposal of uprooted vegetation.1346.00 100sqm

15.07 Fine dressing of the ground 1346.00 100sqm

15.08 Mixing earth and sludge or manure in the

required proportion specified or directed by

the Architect.. 69.00 Cum

15.09 Grassing with selection no. 1 grass including

watering and maintenance of the lawn free

from weeds and mowing including supplying

top soil / good earth if needed.

a) in rows 5 cm apart in both directions 1346.00 100sqm





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

16.00 SANITARY FIXTURES

16.01 Providing and fixing first quality white

vitreous china wall hung closet wall

mounting studio with cistern European type

water closet similar to H.S. Cat. No. 20058

with duel flushing cistern H.S. Cat. No.

21028 with black solid plastic seat and lid,

conversion bend with C.P. brass hinges and

rubber buffers, C.P. brass bolts, nuts, C.I.

chair or cantilever brackets for hanging

arrangement painted with two or three coats

of anticorrosive paint over a coat of primer,

C.P. brass bend with clamp and rubber

adapter joint with C.P. brass screws and

washers complete, including cutting and

making good the walls and floors wherever

required:8 Each

16.02 Providing and fixing first quality white

vitreous china under counter oval wash

basin (similar to HS Cat No. 10069 or

equivalent) size 405 mm specially

fabricated C.I./M.S. brackets painted with

two or three coats of enamel paint of

approved shade over a coat of primer,

32mm C.P. brass waste and C.P. brass cast

bottle trap and pipe to wall with C.P. brass

flange and rubber adopter for waste

connection complete including cutting holes

in brick masonry and R.C.C. and making

good the walls and floors wherever required.

a) White vitreous china over counter round

wash basin with15mm dia C.P. brass

single self closing pillar tap 9 Each

16.03 Providing, fixing, installation and testing

vitreous china semi stall urinal with battery

operated concealed autosensing flush valve

(similar to UTEC Model No. UT11B) size

120x120mm having solenoid valve and

regulator, Concealed brackets painted with

two or three coats of enamel paint of

approved shade over a coat of primer, G.I.

heavy quality concealed flush pipe with

clamps/hooks, C.P. brass spreader, 32 mm

dia C.P. brass waste, 32 mm dia C.P. brass

bottle trap and pipe upto wall with C.P. brass

flange complete in all respects, including

cutting holes in brick masonry and R.C.C.

and making good the walls and floors

wherever required.4 Each

16.04 Providing and fixing first quality Star white

vitreous china Urinal Division plate (similar

to H.S. Cat No. 61105) size 7x16.5x36.5mm

including cutting and making good the wall

in cement mortar wherever required.

4 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

16.05 Providing and fixing 15mm dia C.P. brass

angle valve (Jaquar Cat No. CON-053 or

equivalent) with C.P. copper connecting

pipe 375m long with nuts and washers, C.P.

brass wall flange complete including cutting

holes in wall and making good the wall

wherever required. 16 Each

16.06 Fixing automatic liquid soap dispenser

(similar to UTEC Model No. UT-324)

including cutting and making good the walls

wherever required complete as directed by

Engineer in charge. 8 Each

16.07 Providing and fixing best quality Indian make

mirror 5.5mm thick with silvering as per I.S.I.

specification supported on fibre glass of any

colour, frame size 550mm x 400mm.

8 Each

16.08 Providing, fixing, Installation and testing C.P.

brass 15 mm dia health faucets with control

jet with flexible pipe (Jaquar Cat No. ALD-

573 or equivalent) including cutting holes in

wall and making good the wall wherever

required. 8 Each

16.09 Providing, fixing, Installation and testing C.P.

brass air purifier (similar to UTEC Model No.

UT- 6MA) fixed to wall/door with wooden

cleats and C.P. brass screws including

cutting and making good the wall wherever

required. 8 Each

16.10 Providing and fixing C.P. brass long body

bib cock (Jaquar Cat No. CON-107 or

equivalent) of approved quality conforming

to IS standards and weighing not less than

690 gms.

a) 15 mm nominal bore 8 Each

16.11 Providing and fixing C.P. brass self closing

bib taps long body (Jaquar Cat No. PRS-043

or equivalent) including cutting and making

good the walls wherever required complete

as directed by Engineer in charge.

8 Each

17.00 SOIL, WASTE, VENT AND RAIN WATER PIPES

17.01 Providing and fixing centrifugally cast iron,

soil, waste and vent pipes conforming to IS

3989 including all fittings (plain or access

door) e.g. bends, junctions, cowls, offsets,

access pieces etc., jointing with dip seal

joints, fixed with M.S. clamps painted with

two or three coats enamel paint of approved

shade over a coat of primer fixed in cement

concrete 1:2:4 blocks including cutting holes

in brick wall and making good wherever

required.(Structural M.S. supports etc. as

required)





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

a) 75 mm dia 10 Mtr

b) 100 mm dia 90 Mtr

17.02 Providing and fixing G.I. (heavy class) waste

pipes and fittings conforming to IS: 1239

with M.S. clamp/hook including cutting

chases and holes in RCC/Brick wall/Ceilings

and making good the same in cement

mortar 1:3 ( 1 cement : 3 coarse sand ) to

match with the surroundings for waste from

wash basins, urinals kitchen sink and sump,

pump deliveries and suction etc as shown in

drawings and directed by the Engineer in

Charge.

a) 32 mm nominal bore 24 Mtr

17.03 Providing and fixing centrifugally cast iron P

or S deep seal type with self cleaning design

floor/urinal trap with or without vent including

setting with cement concrete 1:2:4 (1

cement : 2 coarse sand: 4 hard stone ballast

20mm nominal size) 110mm dia C.P. brass

hinged grating with frame cutting and

making good the floor/RCC and Brick wall

wherever required, complete in all respects.

a) 100x100mm outlet 12 Each

17.04 Providing and fixing 100 mm dia G.I.

extension piece forming a tee connection of

32/40 mm dia for connections waste from

WB/sink including lead joint extension piece

with floor trap on one end complete in all

respects. 18 Each

17.05 Painting G.I. pipes with two coats of

bitumastic paint, wrapping two layers of

polyethylene tape and applying final coat of

bitumastic paint for embedded pipes and

clamping with 16 Gauge SWG wire

complete in all respects.

a) 32 mm nominal bore 24 Mtr

17.06 Providing and laying cement concrete 1:2:4

(1 cement :2 coarse sand: 4 graded stone

aggregate 20 mm, nominal size) 75mm thick

in bed and alround PVC soil and waste pipe

under floor/vertical wall including centering

and shuttering wherever required.

a) 100 mm dia 25 Mtr




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

17.07 Providing and laying uPVC pipe 6kg/cm2

class III (IS:4984-1983) including injection

moulded fittings where required e.g. tees,

bends, couplings and adapters and jointing

with adhesive approved by fittings

manufactures including necessary MS

clamps of 40mmx5mm thick flat, cutting

chases holes in brick & R.C.C. walls and

making good the same with cement

concrete 1:2:4 (1cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal

size) finished smooth.




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

a) 110 mm dia pipe 40 Mtr

b) 160 mm dia pipe 40 Mtr

17.08 Providing and fixing cast iron grating to the

inlet/ mouth of rain water pipe.

a) 100 x 100 mm 4 Each

b) 150 x 150 mm 4 Each

17.09 Making khurras 45x45cm with average

minimum thickness of 5 cm cement


graded stone aggregate of 20mm nominal

size) over P.V.C. sheet 1mx 1mx400 micron,

finished with 12mm cement plaster 1:3 (1

cement : 3 coarse sand) and a coat of neat

cement rounding the edges8 Each

17.10 Providing and fixing cast brass clean out

plug with suitable insert keys for opening in

brass cap, male threaded joint with G.I.

socket caulked to pipe/fitting of H.C.I. or C.I.

(L.A.) pipe as required complete in all

respects.

a) 100 mm dia 4 Each

17.11 Providing and fixing heavy class G.I. pipe

spout 6mm projected out side wall 40mm dia

6 Each

18.00 WATER SUPPLY

18.01 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.

a) 40 mm nominal outer dia .Pipes. 150 Mtr

b) 50 mm nominal outer dia .Pipes. 50 Mtr

18.02 Providing laying and jointing G.I. (heavy

class) pipe make & fitting conforming to IS.

1239), union & clamps, dash fasteners, M.S.

supporting arrangement for hanging pipes

on walls/ceiling with M.s. rod, flat, angle, tee

etc. blots & nuts & panting with two coats of

enamel of desired shade & make including

cutting holes in wall / RCC/Ceiling & making

good the same in cement mortar 1:2 (1

cement : 2 coarse sand) as directed by site

in charge, complete in all respects.

a) 15mm dia nominal bore (embedded pipe in

chase) 90 Mtr





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

b) 20mm dia nominal bore (embedded pipe in

chase) 60 Mtr

c) 25mm dia nominal bore 10 Mtr

d) 32mm dia nominal bore 10 Mtr

e) 40mm dia nominal bore 20 Mtr

f) 50mm dia nominal bore 20 Mtr

18.03 Providing and fixing lever ball valve P.N. 16

hot forged sand blasted nickel plated body

and cap sealed with loctite chrome plated

brass valve carbon steel handle PVC coated

complete in all respects. (screw type)

a) for 20 mm nominal bore 8 Each

b) for 25 mm nominal bore 2 Each

c) for 32 mm nominal bore 2 Each

d) for 40 mm nominal bore 2 Each

e) for 50 mm nominal bore 6 Each

18.04 Constructing masonry chamber

600x600x750cm, inside 75 class

designation brick work in cement mortar 1:5

(1 cement:5 fine sand) for control valve,

with C.I. Surface box 100 mm., top diameter,

160 mm bottom diameter and 180 mm deep

(inside) with chained lid and RCC top slab in

M-20 mix, necessary excavation foundation

concrete 1:5:10 (1 cement:5 fine sand:10


size) and inside plastering with cement

mortar 1:3 (1 cement:3 coarse sand) 12 mm

thick finished with a floating coat of neat

cement complete as per standard design.

3 Each

18.05 Providing and fixing water meter conforming

to IS: 779 with direct reading dial in KL with

all internal parts in gunmetal or brass,

strainer, flanged distance piece for easy

removal in future 100 mm dia, boulder type

pressure gauge and isolated cock including

necessary test certificate for the meter

from local authority.

a) 25 mm dia 1 Each

18.06 Providing and fixing air release valve

complete as directed by Engineer in charge.

a) 25 mm dia 1 each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

18.07 Constructing brick masonry chamber 60

x45x50cm, inside with brick work in cement

mortar 1:5 (1 cement :5 coarse sand) with

bricks of class designation 75 for water

meter, with C.I. surface box 400x200x

200mm. (inside) with locking arrangement

fixed in RCC top slab 1:2:4 mix (1 cement :


20mm nominal size) with necessary

centering shuttering and reinforcement etc.

excavation, refilling and disposal of surplus

earth as directed foundation concrete

1:5:10 (1 cement : 5 coarse sand : 10


size) and inside plastering 12mm thick with

cement mortar 1:3 (1 cement :3 coarse

sand) finished with a floating coat of neat

cement and out side plastering with 12mm

thick cement mortar 1:3 (1 cement : 3

coarse sand) etc. complete as per standard

design. 1 Each

18.08 Providing and fixing M.S. pipe heavy duty

sleeve dipped in hot galvanizing system

600mm long, blank / flanged welded on top

sides and 6mm thick M.S. plate 100mm wide

welded alround the pipe as per detail

complete in all respects.


b) 150 mm dia 6 Each

c) 100 mm dia 4 Each

d) 80 mm dia 2 Each

e) 65 mm dia 2 Each

f) 50 mm dia 6 Each

18.09 Providing and fixing cast iron body PN 16,

IS: 210 FG:220 and double flange simple

operation type butterfly valve conforming to

IS: 13095 with SS:304 disc and shaft nitnile

rubber replaceable seat of the following size

complete with bolts, nuts, washers and

rubber insertions as per specification.


b) 65 mm dia 8 Each

c) 80 mm dia 6 Each

d) 100 mm dia 2 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

18.10 Providing, fixing and installation PVC panel

tank with stiffener on terrace 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 fittings and the

base support for tank. 15000 per litre

19.00 SEWERAGE

19.01 Excavating trenches of required width in

all kinds of soil for pipes, cables, etc.

including excavation for sockets, and

dressing of sides, ramming of bottoms,

depth upto 1.5m including getting out the

excavated soil, and then returning the soil as

required, in layers not ex-ceeding 20cm in

depth including consolidating each

deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed within a lead of 50m:

a) Pipes, cables etc. exceeding 80 mm dia.

but not exceeding 300 mm dia. 90 Mtr.

19.02 Extra for excavating trenches for pipes,

cables etc. in all kinds of soil for depth

exceeding 1.5 m, but not exceeding 3 m.

(Rate is over corresponding basic item for

depth upto 1.5 metre.)

All kind of soils

a) Pipes, cables etc, exceeding 80 mm dia. but

not exceeding 300 mm dia. 20 Mtr.

19.03 Providing, laying and jointing glazed

stoneware pipes class SP-1 with stiff mixture

of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of

joints etc. complete :

a) 100 mm nominal bore pipe 6 Mtr.

b) 150 mm nominal bore pipe 84 Mtr.

19.04 Providing and laying uPVC pipe 10kg/cm2

class V (IS:4985-2000) including injection

moulded fittings where required e.g. tees,

bends, couplings and adapters and jointing

with adhesive approved by fittings

manufactures including necessary MS

clamps of 40mmx5mm thick flat, cutting

chases holes in brick & R.C.C. walls and

making good the same with cement

concrete 1:2:4 (1cement : 2 coarse sand : 4


size) finished smooth.

Alternative

a) 160 mm dia pipe 84 Mtr.





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)


(1 cement: 5 fine sand: 10 graded stone

aggregate 40mm nominal size) alround

uPVC pipes including bed concrete as per

standard design.

a) 100 mm nominal bore pipe 6 Mtr.

b) 150 mm nominal bore pipe 84 Mtr.

19.06 Providing and fixing square-mouth S.W.

gully trap complete with C.I. grating, brick

masonry chamber with bricks of class

designation 75 in cement mortar 1:5 (1

cement : 5 coarse sand) inside plaster

above trap 12mm thick in cement mortar 1:3

( 1 cement : 3 coarse sand) finished with a

floating coat of neat cement outside plaster

12mm thick in cement mortar 1 :3 ( 1

cement : 3 coarse sand) 10 cm thick

foundation concrete 1:5:10 mix ( 1 cement :


40mm nominal size) space between

chamber and trap filled with cement

concrete 1:2:4 ( 1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal

size) and water tight C.I. cover with frame of

300x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame

to be not less than 2.70 kg including


earth as directed by Engineer in Charge

compete as per standard design.

a) 100x100mm size P type 3 Each

19.07 Constructing brick masonry circular type

manhole 0.91 m internal dia at bottom and

0.56m dia at top with 75 class designation

F.P.S. bricks in cement mortar 1:4 (1 cement

: 4 coarse sand), inside cement plaster

12mm thick with cement mortar 1:3 (1

cement: 3 coarse sand) finished with a

floating coat of neat cement, foundation

concrete 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm

nominal size) and making necessary

channel 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, including excavation,

refilling and disposal of surplus earth as

directed by Engineer-in-charge complete in

all respect as per standard design.

a) 0.91 m deep with S.F.R.C. cover and frame

(heavy duty, MD-20 grade designation) 560

mm internal diameter conforming to I.S.

12592, total weight of cover & frame to be

not less than 182 kg., having embrossing of

( Sewer) fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand :4 graded stone

aggregate 20mm nominal size) including

centering & shuttering all complete3 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

19.08 Extra depth for circular type manhole 0.91 m

internal dia (at bottom) with beyond 0.91m

2 Mtr

19.09 Constructing brick masonry circular type

manhole 1.22 m internal dia at bottom and

0.56m dia at top with 75 class designation

F.P.S. bricks in cement mortar 1:4 (1 cement

: 4 coarse sand), inside cement plaster

12mm thick with cement mortar 1:3 (1

cement: 3 coarse sand) finished with a

floating coat of neat cement, foundation

concrete 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm

nominal size) and making necessary

channel 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, including excavation in

all kinds of soil, refilling and disposal of

surplus earth as directed by Engineer-in-

charge complete in all respect as per

standard design.

a) 1.68 m deep with S.F.R.C. cover and frame

(heavy duty, HD-20 grade designation) 560

mm internal diameter conforming to I.S.

12592, total weight of cover & frame to be

not less than 182 kg., having embossing of (

Sewer) fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand :4 graded stone

aggregate 20mm nominal size) including

centering & shuttering all complete2 Each

19.10 Extra depth for circular type manhole 1.22 m

internal dia (at bottom) beyond 1.68m to

2.29 m. 1 Mtr

19.11 Providing and fixing orange colour safety

foot rest of minimum 6 mm thick plastic

encapsulated as per IS: 10910 on 12 mm

dia steel bar conforming to IS : 1786

having minimum cross section as 23 mm x

25 mm and over all minimum length 263 mm

and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm

tread on top surface by ribbing or

chequering besides necessary and

adequate anchoring projections on tail

length on 138 mm as per standard drawing

and suitable to with stand the bend test and

chemical resistance test as per specification

mark to be visible even after fixing, including

fixing in manholes with cement concrete

block 1:3:6 ( 1 cement : 3 coarse sand : 6


size) blocks of size 30x20x15 cm complete

as per design.50 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

19.12 Making connection of drain or sewer line

with existing manhole including breaking

into and making good the walls, floors with

cement concrete 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20

mm nominal size) cement plastered on both

sides with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of

neat cement and making necessary

channels for the drain etc. complete.

a) 200 mm diameter 1 Each

20.00 DRAINAGE

20.01 Excavating trenches of required width for

pipes, cables etc including excavation for

sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m including getting

out the excavated soil, and then returning

the soil as required, in layers not exceeding

20 cm in depth including consolidating Each

deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed with all leads.

All kind of soils



20.02 Extra for excavating trenches for pipes,

cables etc. in all kinds of soil for depth

exceeding 1.5 m, but not exceeding 3 m.

(Rate is over corresponding basic item for

depth upto 1.5 metre.)

All kind of soils




(1 cement : 5 coarse sand :10 graded stone

aggregate 40 mm nominal size) all-round

NP2 RCC/ S.W pipes including bed

concrete, centering and shuttering as per

standard design:

a) 200 mm dia, NP2 30 Mtr.

b) 300 mm dia, NP2 270 Mtr.

20.04 Providing and laying non-pressure NP2

class S&S (light duty) RCC pipes jointed

with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete in all

respects.

a) 200 mm dia 30 Mtr.

b) 300 mm dia 270 Mtr.





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

20.05 Constructing brick masonry road gully

chamber 600x600x750 cm with bricks of

class designation 75 in cement mortar 1:5

(1 cement : 5 coarse sand), inside cement

plastering 12mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with

a floating coat of neat cement, outside

plaster 12 mm thick in cement mortar 1:3 ( 1

cement : 3 coarse sand) 10cm thick

foundation concrete 1:5:10 mix (1 cement : 5

coarse sand : 10 graded stone aggregate

40mm nominal size ), including perforator

cover & frame in RCC mix 1:2:4 (1cement:

2coarse : 4graded stone aggregate 20mm

nominal size and reinforcement horizontal

grating with frame fixed in cement mortar 1:3

(1 cement : 3 coarse sand) including


earth as directed by Engineer in Charge

complete as per standard design.

4 Each

20.06 Constructing brick masonry rectangular type

manhole with 75 class designation bricks in

cement mortar 1:4 (1 cement : 4 coarse

sand), inside cement plastering 12mm

thick with cement mortar 1 : 3 (1 cement :

3 coarse sand) finished with a floating coat

of neat cement, 12 mm thick outside

plastering with cement mortar 1:3 (1 cement

: 3 coarse sand), foundation concrete 1:4:8

mix (1 cement : 4 coarse sand : 8 graded

stone aggregate 40mm nominal size),

R.C.C. top slab in M20 mix, 560 mm dia

perforated SFRC manhole cover and frame

(heavy duty) conforming to I.S 12592,HD 20

grade, total weight of cover and frame not to

be less than 182 kg fixed in cement concrete

1:2:4, including necessary centering,

shuttering and reinforcement etc. and

making necessary channels in cement



size) finished with a floating coat of neat

cement including excavation, refilling and

disposal of surplus earth as directed by

Engineer in Charge complete as per

standard design.

a) Inside size 900 x 800 and 600mm deep 6 Each

b) Inside size 1200 x 900 and 900mm deep

13 Each

20.07 Add/ deduct for less or extra depth for

manholes of sizes.

a) 900 x 800 mm 2 Mtr.

b) 1200 x 900 mm 7 Mtr.




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

20.08 Providing and fixing orange colour safety

foot rest of minimum 6 mm thick plastic

encapsulated as per IS: 10910 on 12 mm

dia steel bar conforming to IS : 1786

having minimum cross section as 23 mm x

25 mm and over all minimum length 263 mm

and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm

tread on top surface by ribbing or

chequering besides necessary and

adequate anchoring projections on tail

length on 138 mm as per standard drawing

and suitable to with stand the bend test and

chemical resistance test as per specification

and having manufacturer's permanent

identification mark to be visible even after

fixing, including fixing in manholes with

cement concrete block 1:3:6 ( 1 cement : 3

coarse sand : 6 graded stone aggregate

20mm nominal size) blocks of size 30x20x15

cm complete as per design.

40 Each

20.09 Making connection of sewer/ storm water

line including necessary excavation &

breaking the wall of municipal manhole and

making good the same with cement mortar

1: 3 finished with a floating coat of neat

cement and making drains etc. complete.

Removing the excavated surplus material.1 Each

20.10 Construction of underground rain water re-

charge / soak well 5 x 2 m internal size with

2m water holding above the filtering media

with desilting/ grease chamber (including

baffle wall) below invert level with following

specifications and including supplying,

installation & execution of all jobs, complete

as per drawings and directions of Engineer-

in-Charge.

a) Peripheral brick masonry in cement mortar

1:4 ( 1cement: 4 coarse sand) with

necessary 15 mm thick cement plaster 1 :3

neat finish.

b) Foundation concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 40

mm nominal size) (200mm thick)

c) 300mm thick dry stone aggregate bed ( 3 to

20 mm nominal grade), 300 mm thick

Jamna sand and 300mm thick stone

aggregate 3 to 10 mm size on top holded in

wire mesh.

d) 150mm thick R.C.C. slab in M20 mix to

cover the well at top and 2 x 2 mtr slab at

2.5 mtr from ground level for pumps

including necessary centering, shuttering

and reinforcement with required openings

/cut-outs etc. supplying and fixing 2 nos. 560

mm dia Manhole cover and frame heavy

duty, all complete as per drawings.




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

e) 200mm long PVC perforated solid pipe laid

vertically upto sub-soil water level or 15 mtr

whichever is lower including necessary

drilling/ boring in ground in all kinds of soil

as directed by the Engineer-in-charge.

f) Supplying and fixing PVC coated M.S. foot

rests.

g) Making all inlets & outlets in brick masonry

walls including cutting holes& making good

the same.

h) 10- 12 mm thick cement plaster 1 :3 ( 1

cement : 3 fine sand ) mixed with water

proofing compound on top of R.C.C slab,

finished smooth.

i) 2 Nos. 560 mm dia SFRC heavy duty

conforming to IS 12592 manhole cover in

top slab.

Rate to include excavation back filling,

disposal of surplus excavated soil with all

leads and all other materials & operations

necessary for completing the job. 1 Each

21.00 HORTICULTURAL WATER SUPPLY

21.01 Providing & Fixing and installation of HDPE

PE-80 pipe working pressure of 12.5 kg/cm2

conforming of IS 4984, PN-12.5 with special

fitting earth work excavation in all kinds of

soil, refilling, cement concrete 100 mm thick

around at joint 300 mm from the centre on

both sides and 150 mm sand filling around

the pipe complete in all respects.( For

Horticulture, Flushing & Domestic)

a) 63 mm dia 250 Mtr

b) 40 mm dia 30 Mtr

c) 32 mm dia 20 Mtr

21.02 Providing and fixing lever ball valve tested to

a pressure of 21 kg/cm2

hot forged sand

blasted nickel plated body and cap sealed

with loctite chrome plated brass valve

carbon steel handle PVC coated complete in

all respects. (screw type)a) for 25 mm piping 10 Each

b) for 32 mm piping 2 Each

c) for 50 mm piping 3 Each





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

21.03 Constructing masonry chamber

600x600x750cm, inside 75 class

designation brick work in cement mortar 1:5

(1 cement:5 fine sand) for control valve,

with C.I. Surface box 100 mm., top diameter,

160 mm bottom diameter and 180 mm deep

(inside) with chained lid and RCC top slab in

M-20 mix, necessary excavation in all kinds

of soil refilling and disposal of surplus earth

foundation concrete 1:5:10 (1 cement:5 fine

sand:10 graded stone aggregate 40 mm

nominal size) and inside plastering with

cement mortar 1:3 (1 cement:3 coarse sand)

12 mm thick finished with a floating coat of

neat cement complete as per standard

design.3 Each

22.00 WATER TREATMENT & PUMPS

22.01 Supplying, installation, testing and

commissioning of automatic submersible

drainage pump set with level controller and

dry running protection giving a discharge as

specified below, working at 440V, three

phase, 50 cycles A.C. supply suitable motor

including 10m cable as per manufactures

specification including the supply and fixing

electrical panel board, 3 phase indicating

lamps, incoming and out going switches

suitable size wiring, earthing etc. as per

electricity rules, the pump shall have

provision for sequence operation and to

operate both the pumps together, complete

in all respects with solid handling as

specified below.

a) 3 Nos. submersible automatic drainage

pump giving a discharge of 400 LPM at 15

m head with wall mounted electrical panel

board suitable for two pumps with provision

for alternative operation of pumps complete

with solid handling of 12mm. (Pump Room)

1 Set

b) 2 Nos. submersible automatic drainage

pump giving a discharge of 150 LPM at 10

m head with wall mounted electrical panel

board suitable for two pumps with provision

for alternative operation of pumps complete

with solid handling of 12mm. (Trench

Drainage) 1 Set

c) 2 Nos. submersible automatic sewage pump

giving a discharge of 90 LPM at 10 m head

with wall mounted electrical panel board

suitable for two pumps with provision for

alternative operation of pumps complete

with solid handling of 40mm.

1 Set





Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

22.02 Supply, installation, testing and

commissioning of monoblock pumps with

bronze impeller S.S. shaft having suitable

electric motor working at 415 V 50

cycles/second, three phase A.C. power

supply, Anti vibration pads. Common M.S.

base plate for two pumps complete in all

respects.

a) 2 Nos. monoblock centrifugal pump with

suitable H.P. motor having a capacity of 90

LPM at 35 m head with accessories

complete. (Water treatment) 2 Set

22.03 Providing and fixing 100 mm dia G.I.

medium class Vent pipe 1 mtr high with

brass mosquito proof grating elbow with

fittings.


22.04 Providing and fixing 500 mm dia cast iron

(medium duty) water tank cover with frame,

double Seal with lockable arrangement

complete in all respects. (Total weight of

cover & frame to be not less than 116 kgs.)

6 Each

22.05 Providing and fixing G.I. (heavy class) waste

and pump room pipes and fittings

conforming to IS: 1239 with M.S.

clamp/hook including cutting chases and

holes in RCC/Brick wall/Ceilings and making

good the same in cement mortar 1:3 ( 1

cement : 3 coarse sand ) to match with the

surroundings for waste from wash basins,

urinals kitchen sink and sump, pump

deliveries and suction etc as shown in

drawings and directed by the Engineer in

Charge.a) 40 mm nominal bore 30 Mtr

b) 50 mm nominal bore 150 Mtr

c) 65 mm nominal bore 30 Mtr

d) 80 mm nominal bore 30 Mtr

e) 100 mm nominal bore 120 Mtr

22.06 Providing and fixing motor control centres

fabricated from min. 14 gauge M.S. sheet

with stove enamelled paint finis, with etched

plastic identification plates and necessary

RCC foundations required for supporting of

panel on the top and comprising of :

Main Plumbing Panel -

A) Incoming

a) One incoming main 63A - 35 KA TPN MCCB

with rotary handle.

b) Aluminium bus bar in separate chamber,

fully taped of 300 Amps capacity.




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

c) One 96 mm square panel type voltmeter

with reading 0-500 V with rotary selector

switch for reading voltage between phases.

d) One 96 mm square C.T operated ampere

meter reading 0-200 Amps . With C.T.s and

selector switch.

e) Three phase indicating lights on the

incoming mains (LED type ) with HRC fuses.

B) Outgoing

f) 2 Nos. 16 Amp TPN MCB for 1 HP - 6 HP

g) 2 Nos. 16 AMP TPN MCB 1 HP- 6 HP as

spare.

h) 1 Nos. 16 AMP TPN for Submersible Panel.

i) 2 fully automatic DOL starters with Push

Buttons and on/off indicating lights with MN

type relay contractors as required for 5 H.P

motor

j) 4 rotary three way switches for Auto /

Manual / Off operations.

k) 5 panel type direct ampere meters reading

one for Each motor in Y phase suitable for

the pumps.

l) Spare NO-NC contacts for Each starter.

m)

G.I strip 32x6 mm throughout the length of

MCC

n)

8 Nos single phase preventers MPRD-2

current operated.

o) All internal wiring colour coded from

incoming mains to various switchgear,

starter meter, indicating ,lamp and bus bar.

(Switch gear offered must be compatible

with the H.P of the motors (All for above

from item (a) to (n) complete) 1 Set

22.07 Providing and fixing lever ball valve tested to

a pressure of 21 kg/cm2

hot forged sand

blasted nickel plated body and cap sealed

with loctite chrome plated brass valve

carbon steel handle PVC coated complete in

all respects. (screw type)a) for 40 mm nominal bore 2 Each

22.08 Providing and fixing cast iron body PN 16,

IS: 210 FG:220 and double flange simple

operation type butterfly valve conforming to

IS: 13095 with SS:304 disc and shaft nitnile

rubber replaceable seat of the following size

complete with bolts, nuts, washers and

rubber insertions as per specification.

a) for 50 mm nominal bore 6 Each

b) for 65 mm nominal bore 4 Each

c) for 80 mm nominal bore 6 Each

d) for 100 mm nominal bore 3 Each




Quantity

Unit Rate in

figures (Rs)

Rate in words Total

Amount (Rs)

22.09 Providing and fixing gunmetal non-return

valve of approved quality (screwed end)

a) 50mm dia 6 Each

b) 65 mm dia 4 Each

c) 80 mm dia 2 Each

d) 100mm dia 3 Each



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