Academic Lecture Theatre Vol IV Boq

8/13/2019 Academic Lecture Theatre Vol IV Boq

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MALAVIYA NATIONAL INSTITUTE OF TECHNOLOGY JAIPUR

JAIPUR (RAJASTHAN)

TENDER DOCUMENT

(BILL OF QUANTITY)

VOLUME - IV


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( In words)

1 SH - I [EARTH WORK]

2 SH - II [CONCRETE WORK]

3 SH - III [REINFORCED CEMENT CONCRETE]

4 SH - IV [BRICK WORK]

5 SH - V [STONEWORK]

6 SH - VI MARBLE & GRANITE WORK

7 SH - VII [WOOD WORK & PVC WORK]

8 SH - VIII [STEEL WORK]

9 SH - IX [FLOORING]

10 SH - X [ROOFING]

11 SH - XI [FINISHING]

SCHEDULE-A ( SCHEDULE OF QUANTITIES)

( In Figure)

ABSTRACT OF COST

DescriptionS.No.Amount ( Rs.)

Executive Engineer,

MNIT, Jaipur Page 1 of 101

Signature and Seal

of the Tenderer


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12SH - XII [ROAD WORK]

13SH - XIII [SANITARY INSTALLATION]

14

SH - XIV [WATER SUPPLY]

15SH - XV [DRAINAGE]

16SH - XVI [ALUMINIUM WORK]

17SH - XVII [WATERPROOFING WORK]

18 SH - XVIII [RAIN WATER HARVESTING]

19 SH-XIX [INTERNAL ELECTRICAL INSTALLATION]

20 SH- XX [ELECTRICAL SUB-STATION & EXTERNAL LIGHTING]

21 SH- XXI [FIRE SUPPRESSION WORKS (WETRISERS)]

Sub Total

BILL OF QUANTITY

Executive Engineer,


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(In Figure) (In Word)

SH - I [EARTH WORK]

1 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste

materials by mechanical means including loading, transporting, unloading to

approved municipal dumping ground or as approved by Engineer-in-charge, beyond50 m initial lead, for all loads including all lifts involved.

4500 cum

2 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.

All kinds of soil17953 cum

3 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.3780 cum

4 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, within a lead of

50 m :All kinds of soil

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

650 MetrePipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia.

150 Metre

5 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth

exceeding 1.5 metre but not exceeding 3 m ( Rate is over corresponding basic item

for depth up to 1.5 metre)

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.100 Metre

RateAmountUnitQuantityDESCRIPTIONS. No.

Construction of Academic Lecture Theatres (34 nos. of 120-seater & 6 nos. of 240-seater) at MNIT, Jaipur

Executive Engineer,


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Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia.50 Metre

6 Filling available earth 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.

22510 cum

7 Extra for every additional lift of 1.5 m or part thereof in.

All kinds of soil.1920 cum

8 Supplying and filling in plinth with local sand under floors, including

watering,ramming, consolidating and dressing complete. 1250 cum

9 Surface dressing of the ground including removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

All kinds of soil.

479100 100sqm

10. Felling trees of the girth (measured at a height of 1 m above ground level) including

cutting of trunks and branches, removing the roots and stacking of serviceable

material and disposal of unserviceable material.

Beyond 30 cm girth upto and including 60 cm girth150 each

11. Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%10400 litre

12 Deduct for disposed soil not levelled and neatly dressed.8370 cum

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13 Diluting and injecting chemical emulsion (to be supplied free of cost at site of work)

for pre-constructional anti-termite treatment and creating a continuous chemical

barrier under and alround the column pits, wall trenches, basement excavation , top

surface of plinth filling, junction of wall and floor along the external perimeter of

building expansion joints, over the top surface of consolidated earth of which apron

is to be laid, surroundings of pipes and conduits etc. complete as per specification.(Plinth area of the building at ground floor only shall be measurd for payment.).

Chlorphyriphos Emulsifiable concentrate 20% with 1% concentration.9200 sqm

Total SH - I [EARTH WORK]

SH - II [CONCRETE WORK]

1 Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)50 cum

1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).1250 cum

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)3196 cum

2 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)10 cum

3 Centering and shuttering including strutting, propping etc. and removal of form work

for :Foundations, footings, bases for columns

1547 Sqm

Retaining walls, return walls, walls (any thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs and steps etc.. 1090 Sqm

4 Providing and laying cement concrete in kerbs, steps and the like at or near ground

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).80 cum

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5 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 40 Sqm

6 Extra for providing and mixing water proofing material in cement concrete work indoses by weight of cement as per manufacturers specification.

20Per Bag of50kg

7 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved

quality using 1.7kg per square metre on damp proof course after cleaning the

surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 40 Sqm

8 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 finishing the top smooth

920 Sqm

9 Extra for addition of synthetic Polyester triangular fibre of length 12mm, effectivediameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement

concrete/RCC/Flooring/water retaining structures by using 125gms. of synthetic

Polyester triangular fibre for 50 Kgs. cement used as per directions of Engineer-in-

Charge.

1200Per Bag of

50kg

TOTAL SH - II [CONCRETE WORK]

SH - III [REINFORCED CEMENT CONCRETE]

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

Foundations, footings, bases of columns, etc. for mass concrete.8770 sqm

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

courses etc. 4120 sqm

Suspended floors, roofs, landings, balconies and access platform.29280 sqm

Shelves (Cast in situ)120 sqm

Lintels, beams, plinth beams, girders, bressumers and cantilevers.26450 sqm

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Columns, Pillars, Piers, Abutments, Posts and Struts.31530 sqm

Stairs, (excluding landings) except spiral-staircases.920 sqm

Extra for shuttering in circular work (20% of respective centering and shuttering

items). 610 sqm

Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates, anchor blocks and the like. 500 sqm

Edges of slabs and breaks in floors and walls.

Under 20 cm wide360 Metre

Above 20 cm wide

Weather shade, Chajjas, corbels etc., including edges.1972 sqm

2 Extra for additional height in centering, shuttering where ever required with

adequate bracing, propping etc. including cost of de-shuttering and decentering at

all levels, over a height of 3.5 m, for every additional height of 1 metre or partthereof (Plan area to be measured)

Suspended floors, roofs, landing, beams and balconies (Plan area to be

measured). 34920 sqm

3 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars.732600 kg

4 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars.1719200 kg

5 Providing and fixing in position copper plate as per design for expansion joints.80 kg

6 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot

bitumen, 1 kg. of cement and 0.25 cubicmetre of coarse sand for expansion joints.420

per cm

depth per

cm width

per 100m

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

projections. 320 metre

8 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 layingbut 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).

All works upto plinth level.6660 cum

All works above plinth level upto floor V level.12280 cum

9 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per

design for expansion joints.

200 mm wide.963 kg

10 Providing and fixing in position 80 mm thick Armor board or its approved equivalent

of 32 - 36kg/m3 density in expansion joints at all heights and levels as shown in

the drawing and direction of Engineer-in-charge including cost of primer/adhesive

etc complete.

Expansion joint 80 mm Thick.2090 sq.metre

11 Providing & laying Silicon sealent GRADE 795 (GE,DOW CORNING or equivalent)to expansion joint including providing & fixing backer rod & masking tape as per the

manufacturer's specifications or as directed by the Engineer-in-charge complete

(up to 80 mm wide & 12 mm deep )

3225 metre

12 Extra for providing richer mixes at all floor levels.

Note:- Excess/less cement over the specified cement content used is payable

/recoverable separately.

Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement

content considered in M-30 is @ 340 kg/cum). 8500 cum

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TOTAL SH - III [REINFORCED CEMENT CONCRETE]

SH - IV [BRICK WORK]

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

7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)622 cum

2 Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to

IS:12894-2002, class designation 10 average compressive strength in super

structure above plinth level up to floor V level in :

Cement mortar 1:6 (1 cement : 6 Coarse sand)6680 cum

3 Half brick masonry with non modular fly ash lime Gypsum bricks (FALG bricks)

class designation 10, conforming to IS : 12894, in super structure above plinth and

upto floor V level.

Cement mortar 1 : 3 (1 cement : 3 coarse sand)667 sqm

4 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third

course of half brick masonry. 667 sqm

5 Providing and laying autoclaved aerated cement blocks masonry with 100mm thick

AAC blocks in super structure above plinth level up to floor V level in cement mortar

1:4 (1 cement : 4 coarse sand ) The rate includes providing and placing in position

2 Nos. 6 mm dia M.S. bars at every third course of masonry work.

2783 cum

6 Brick edging 7cm wide 11.4cm. 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).

920 metre

TOTAL SH - IV [BRICK WORK]

SH - V [STONEWORK]

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1 Stone work plain ashlar in arches in super structure upto floor V level in cement

mortar 1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing

with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigment matching the stone shade.

One face dressed

White sand stone 150 cum

2 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in

cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement

mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching

the stone shade :

White sand stone324 cum

3 Extra for stone work ashlar sunk or moulded in cornices

127951

per metre

per cm

girth

4 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang sawcut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to

structural steel frame work and/ or with the help of cramps, pins etc. and sealing

the joints with approved weather sealant as per Architectural drawing and direction

of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc.

shall be paid for separately.)Red sand stone.

3649 sqm

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5 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang

saw cut with machine cut edges sand stone) on walls at all heights using M.S.

square/ rectangular tube in the required pattern as per architectural drawing

including cost of cutting, bending, welding etc. The frame work shall be fixed to the

wall with the help of MS brackets/ lugs of angle iron/ flats etc. which shall be

welded to the frame and embedded in brick wall with cement concrete block 1:2:4(1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of size

300x230x300mm including cost of necessary centring and shuttering and with

approved expansion hold fasteners on CC/RCC surface, including drilling

necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to

support stone cladding, the steel work will be given a priming coat of Zinc primer as

approved by Engineer-in-charge and painted with two or more coats of epoxy paint

(Shop drawings shall be submitted by the contractor to the Engineer-in-charge for

approval before execution). The frame work shall be fixed in true horizontal &

vertical lines/planes. (Only structural steel frame work shall be measured for the

purpose of payment, stainless steel cramps shall be paid for separately and nothing

extra shall be paid.)

12500 kg

6 Providing and fixing adjustable stainless steel cramps of approved quality and ofrequired shape and size adjustable with stainless steel nuts, bolts and washer (total

weight not less than 260 gms) for dry stone cladding fixed on frame work at suitable

location including making necessary recesses in stone slab, drilling required holes

etc complete as per direction of the Engineer-in- charge.

1800 each

7 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75

mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with

white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigment matching the stone shade.

Red sand stone37 cum

8 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1

cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white

cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali

slab without any chamfers etc.

Red sand stone100 sqm

TOTAL SH - V [STONEWORK]

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SH - VI MARBLE & GRANITE WORK

1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall

lining (veneer work), backing filled with a grout of average 12 mm thick in cement

mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar

1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the

marble shade: (To be secured to the backing by means of cramps, which shall bepaid for separately).

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.

Area of slab upto 0.50 sqm125 sqm

Area of slab over 0.50 sqm931 sqm

2 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and

prepolished) machine cut for kitchen platforms, vanity counters, window sills ,

facias and similar locations of required size of approved shade, colour and texture

laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints

treated with white cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edges to give high gloss finishetc. complete at all levels.

Granite of any colour and shade

Area of slab over 0.50 sqm.165 sqm

3 Providing edge moulding to 18mm thick marble stone counters, Vanities etc.

including machine polishing to edge to give high gloss finish etc. complete as per

design approved by Engineer-in-Charge.

Granite work.235 metre

4 Extra for fixing marble /granite stone over and above corresponding basic item, in

facia and drops of width upto 150 mm with epoxy resin based adhesive includingcleaning etc. complete.

235 metre

5 Extra for providing opening of required size & shape for wash basins/ kitchen sink

in kitchen platform, vanity counters 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.

336 each

6 Mirror polishing on marble work/Granite work/stone work where ever required to

give high gloss finish complete. 755 sqm

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7 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry

surface backing including drilling necessary holes and the cost of bolt etc complete.

Wedge expansion type

Fastener with threaded dia 10 mm. 125 each

Fastener with threaded dia 12 mm.310 each

8 Providing and fixing stone slab table rubbed, edges rounded and polished of size

75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and

finished smooth.Granite Stone of approved shade.

288 sqm

TOTAL SH - VI MARBLE & GRANITE WORK

SH - VII [WOOD WORK & PVC WORK]

1 Providing wood work in frames of doors, windows, clerestory windows and other

frames, wrought framed and fixed in position with hold fast lugs or with dash

fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for

separately).

Second class teak wood1 cum

2 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass

panes 4 mm thick in doors, windows and clerestory window shutters. (Area of

opening for glass panes excluding portion inside rebate shall be measured). 87 sqm

3 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. 121 sqm

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25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S.

piano hinges with necessary screws. 200 sqm

4 Extra for Providing and fixing flush doors with decorative veneering instead of non

decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)

On one side only. 321 sqm

5 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors

(cost of glass excluded) (overall area of door shutter to be measured) :

Rectangular or square.121 sqm

6 Extra for cutting rebate in flush door shutters (Total area of the shutter to be

measured). 115 sqm

7 Providing and fixing in wall lining flat pressed three layer (medium density) particle

board or graded wood Pre-laminated one side decorative lamination on other side

balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat onunexposed surface, with necessary fixing arrangement and screws etc. complete

12 mm thick637 sqm

8 Providing and fixing wooden moulded beading to door and window frames with iron

screws, plugs and priming coat on unexposed surface etc. complete :

Kiln seasoned and chemically treated hollock wood.

50x12 mm650 metre

9 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows andclerestory windows using wire gauge with average width of aperture 1.4 mm in both

directions with wire of dia. 0.50 mm all complete.

With 12 mm mild steel U beading.484 sqm

10 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass

brackets fixed with brass screws and wooden plugs etc. wherever necessary

complete.

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25 mm diameter.30 metre

11 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in

rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly

filled with vermuculite based concrete mix, suitable for mounting 60 minutes firerated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4

mm (minimum) alround the frame and fixing with dash fastener of approved size

and make, including applying a coat of approved brand fire resistant primer etc.

complete as per direction of Engineer-in-charge (Dash fastener to be paid for

separately).

710 metre

12 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes

fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory

approved by Engineer-in-charge with suitable mounting on door frame, consisting

of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out

of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR

insulation material and fixing with necessary stainless steel ball bearing hinges of

approved make, including applying a coat of approved fire resistant primer etc. allcomplete as per direction of Engineer-in-charge (panneling to be paid for

separately).

360 sqm

13 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators

and partitions etc., with G.I. beading of appropriate size made out of 20 SWG

G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including

applying a coat of approved fire resistant primer on G.I. beading etc. complete all

as per direction of Engineer-in-charge.

With clear fire resistant glass panes 6mm thick of approved brand, having minimum

60 minutes fire resistance. 190 sqm

14 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim

Latch & Lock on back side of the Panic Latch of reputed brand and manufacture tobe approved by the Engineer- in- charge, all complete. 120 nos.

15 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets

:

20 mm dia (heavy type)100 metre

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16 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.1584 kg

17 Providing and fixing special quality bright finished brass cupboard or ward robe

locks with four levers including necessary screws etc. complete (best make of

approved quality) :

65 mm200 each

18 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with

necessary screws200 each

19 Providing and fixing aluminium extruded section body tubular type universal

hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body,

door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with

double speed adjustment with necessary accessories and screws etc. complete.

38 each

20 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 :

300x16 mm144 each

250x16 mm100 each

21 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 :300 x 10 mm41 each

250 x 10 mm1196 each

150 x 10 mm214 each

100 x 10 mm944 each

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22 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating

not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour

and shade with necessary screws bolts, nut and washers etc. complete. 380 each

23 Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm 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. 190 each

24 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 :

125 mm504 each

100 mm720 each

75 mm56 each

25 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 stopper38 each

26 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 with necessary screws etc. complete (Best

make of approved quality).

38 each

27 Providing and fixing magnetic catcher in cupboard / ward robe shutters including

fixing with necessary screws etc. complete

Triple strip vertical type.200 each

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28 Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5

mm ( 0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints

and joint with 2nos of PVC bracket of size 190 mm x 100 mm long arms of cross

section size 35 x 15mm & self driven self taping screws, the vertical door profiles to

be reinforced with 40x20mm M.S. rectangular tube of 0.8 mm , including providing

EPDM rubber gasket weather seal throughout the frame, including jointing 5mm

PVC frame strip with PVC solvent cement on the back of the profile. The door

frame to be fixed to the wall using 8 x100mm long anchor fasteners complete, all as

per manufacturers specification and direction of Engineer -in- charge.

941 metre

29 35 mm thick factory made Solid panel PVC Door shutter made out of single piece

extruded soild PVC profiles, 5 mm ( 0.2mm) thick, having styles & rails (except

lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20

mm shall be tapered (on both side), having one side thickness of 15 mm integrally

extruded on the hinge side of the profile for better screw holding power, including

reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to

be mitered cut & joint with the help of PVC solvent cement, self driven self tapping

screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross

section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm

thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to

be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of

rail section integrally extruded, fixing the styles & rails with the help of solvent and

self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm

Single piece solid PVC extruded sheet inserted in the door as panel, all complete

as per manufacturer's specification and direction of Engineer-in-charge.Decorative finish (wood grained finish).

301 sqm

30 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in

gloss / matt / suede finish with high density protective surface layer and reverse

side of adhesive bonding quality conforming to IS : 2046 Type S including cost of

adhesive of approved quality1.0 mm thick.

321 sqm

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31 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm

hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with

spacing @ 60 cm centre to centre both ways (vertically & horizontally ) or at

required spacing near opening, with necessary welding at junctions and fixing the

frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt,

including making provision for opening for doors, windows, electrical conduits,

switch boards etc., including providing with two coats of approved steel primer etc.

complete, all as per direction of Engineer-in-charge.

6134 kg

TOTAL SH - VII [WOOD WORK & PVC WORK]

SH - VIII [STEEL WORK]

1 Structural steel work in single section fixed with or without connecting plate

including cutting, hoisting, fixing in position and applying a priming coat of approved

steel primer all complete.

4480 kg

2 Structural steel work riveted, bolted or welded in built up sections, trusses and

framed work, including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer all complete:

7200 kg

3 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle

iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings

complete, including applying a priming coat of approved steel primer.

Using M.S. angels 40x40x6 mm for diagonal braces.6 sqm

4 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).

602 kg

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5 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan

clamp of internal dia 140mm, 73mm height, top lid of 1.5mm 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 3.3mm dia. round headed screws, one lock at the

corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard

drawing.

947 each

6 Steel work welded in built up sections/ framed work including cutting, hoisting,

fixing in position and applying a priming coat of approved steel primer using

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works5000 kg

7 Providing and fixing mild steel round holding down bolts with nuts and washer

plates complete. 180 kg

8 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc. including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless steelnuts and bolts complete i/c fixing the railing with necessary accessories & stainless

steel dash fasteners , stainless steel bolts etc., of required size, on the top of the

floor or the side of waist slab with suitable arrangement as per approval of Engineer-

in-charge. ( for payment purpose only weight of stainless steel members shall be

considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

18500 kg

TOTAL-SH - VIII [STEEL WORK]

SH - IX [FLOORING]

1 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 hardenerconsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm

nominal size) by volume, .hardening compound mixed @ 2 litre per 50kg of cement

or as per manufacturers specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

3595 sqm

2 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.

18 mm thick.22 sqm

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3 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

40 mm wide and 4 mm thick.3171 metre

4 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).

Medium shade using 50% white cement 50% Grey cement.1526 sqm

5. Marble stone flooring with 18mm thick marble stone (sample of marble shall be

approved by Engineer-in-charge) over 20 mm (average) thick base of cement

mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry

including rubbing and polishing complete with :

Agaria White73 sqm

Udaipur green marble70 sqm

6. 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 thick15903 sqm

7. 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement

mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1

cement : 2 stone dust) with an admixture of pigment to match the shade of stone.

Red sand stone800 sqm

8. Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.4770 metre

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

to 1.05 metre . 25240 sqm

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10. 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.

1979 sqm

11. Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with

white cement and matching pigment etc., complete.

1022 sqm

12. Providing and laying vitrified floor tiles in different sizes (thickness to be specified

by the manufacturer) with water absorption's less than 0.08% and conforming to IS

: 15622 of approved make in all colours and shades, laid on 20mm thick cement

mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white

cement and matching pigments etc., complete.

Size of Tile 600x600 mm558.31 sqm

13. Providing and laying 500x500x40mm thick Turf paver (Turfpave XD) on 150mm

thick sub grade of compacted bed of 20mm thick nominal size stone aggregate and

base course and filling with 150mm thick jamuna sand including spreading, well

ramming, consolidating and finishing smooth etc. all complete as per direction of

Engineer-in-charge.

400 sqm

14. Granite stone flooring with 18 mm thick granite stone (sample of granite shall be

approved by Engineer-in-charge) over 20 mm (average) thick base of cement

mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry

including rubbing and polishing completeas per per direction of Engineer-in-charge.

5536 sqm

15. Providing and laying granite stone slab 18mm thick in risers of steps, skirting, dado

and pillars laid on 12mm average thick cement mortar 1:3 (1 cement : 3 coarse

sand) and jointed with grey cement slurry mixed pigment to match the shade of

stone slab including rubbing and polishing complete as per per direction of

Engineer-in-charge.

989 sqm

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16. Providing and laying white Agariya marble stone slab 18mm thick in risers of steps,

skirting, dado and pillars laid on 12mm average thick cement mortar 1:3 (1 cement :

3 coarse sand) and jointed with grey cement slurry mixed pigment to match the

shade of marble stone slab including rubbing and polishing complete as per per

direction of Engineer-in-charge.

45 sqm

17. Providing and laying GRC of Unistone, Jyoti,Hindustan, K.K make concrete grass

paving block 100mm thick, with minimum 50% solid / void ratio and of light shade

(minimum reflectance 0.5), moulded by hydraulic compression(300 psi) with edge

chamfered made from 43 grade portland cement with fine and coarse aggregate,

plasticisers, synthetic inorganic iron oxide pigment, top layer 10mm thick cement

mortar(1 cement:1 fine sand) having colouring prigment on top layer and base

layer C.C 1:1:5:3( cement: Sand:coarse aggregate 1:1:5:3 proportion)

compressive strength 265kg/cm2 laid on 50mm thick base of Banas River sand.

(Minimum size of paver block to be 600 x 300mm).

1000 sqm

TOTAL -SH - IX [FLOORING]

SH - X [ROOFING]

1 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3

(1 cement : 3 fine sand) as per standard design :

In 75x75mm deep chase2500 metre

2 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 1mx1mx400micron, finished with 12mm cement

plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding theedges and making and finishing the outlet complete.

250 metre

3 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.

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110 mm diameter830 metre

4 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories

for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type Aincluding jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for

thermal expansion.

Coupler

110 mm208 each

Bend 87.5

110 mm bend200 each

Shoe (Plain)

110 mm Shoe 102 each

5 Providing and fixing unplasticised -PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50mm 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.

110 mm1220 each

6 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm

diameter and weighing not less than 440 grams. 102 each

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7 Providing and fixing tiled ceiling of approved materials of size 595x595 mm in true

horizontal level suspended on inter locking metal grid of hot dipped galvanised steel

sections ( galvanized @ 120 gsm/sqm.) consisting of main "T" runner with suitably

spaced joints to get required length and of size 15x38mm made from 0.30mm thick

(minimum) sheet spaced at 1200mm center to center and cross "T" of size

15x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between

main "T" at 600mm center to center to form a grid of 1200x600 mm and secondary

cross "T" of length 600mm and size 24x25mm made of 0.30 mm thick (minimum)

sheet to be interlocked at middle of the 1200x600mm panel to form grids of

600x600mm and wall angle of size 21x21x0.3 mm and laying false ceiling tiles of

approved texture in the grid including, wherever, required, cutting/making, opening

for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6

mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised

level clips spaced at 1200mm center to center along main T, bottom exposed width

of 24mm of all T-sections shall be pre-painted with polyester paint, all complete at

all heights as per specifications drawings and as directed by Engineer-in-Charge.

With 15mm thick Mineral Fibre white ciling tiles arm strong or equalant with fine

micro look with thread line groove and shall have minimum density of 240 kg / cum,

NRC value of 0.5 minimum, light reflect on 84% fire dating class 'A' suitable for95% relative humidity.

21140 sqm

8 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with

SRI (solar refractive index) > 78, solar reflection >0.70 and initial emittance >0.75

on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand

mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix

of white cement & marble powder in ratio of 1:1, including rubbing and polishing of

the surface upto 3 cuts complete, including providing skirting upto 150 mm height

along the parapet walls in the same manner.

8462 sqm

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9 Designing , providing installing / fixing consisting of 16mm thick multi wall Lexan

polycarbonate sheet or equivalent of required shade fixed to aluminium profile

framework with stainless steel screws and supported on MS tube framework

including, EPDM gasket, GE silicon sealant , cold forged fastners etc. complete as

per specification, drawing and direction of Engineer - in - charge. The rate includes

cost of all the operations, labour materials and tests (as applicable) for proper

completion of the work except the MS tubular framework which shall be measured

and paid separately (For payment purpose the area of finished polycarbonate sheet

fixed in position shall only be measured).

3125 sqm

10 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin

Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick,

wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats

(50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top

most ceiling of building.

4500 sqm

TOTAL- SH - X [ROOFING]

SH - XI [FINISHING]

1 12 mm cement plaster of mix :

1:6 (1 cement: 6 fine sand)45810 sqm

2 15 mm cement plaster on the rough side of single or half brick wall of mix :


3 6 mm cement plaster of mix :


4 Neat cement punning500 sqm

5 Extra for plastering exterior walls of height more than 10 m from ground level for

every additional height of 3 m or part thereof. 12436 sqm

6 White washing with lime to give an even shade:

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New work (three or more coats)28358 sqm

7 Finishing walls with textured exterior paint of required shade :

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.

3640 sqm

8 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.

27259 sqm

9 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre, of approved brand and manufacture,

including applying additional coats wherever required, to achieve even shade and

colour.

Two coats.25250 sqm

10 Wall painting with premium acrylic emulsion paint of interior grade, having VOC(Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand

and manufacture, including applying additional coats wherever required to achieve

even shade and colour.

Two coats25300 sqm

11 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound)

content less than 150 grams/ litre, of approved brand and manufacture, including

applying additional coats wherever required to achieve even shade and colour.

Two coats500 sqm

12 Applying priming coats with primer of approved brand and manufacture, having low

VOC (Volatile Organic Compound ) content.

With ready mixed pink or grey primer on wood work (hard and soft wood) having

VOC content less than 50 grams/ litre. 500 sqm

With ready mixed red oxide zinc chromatic on steel /iron works having VOC content

less than 250 grams/litre. 160 sqm

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13 Providing and fixing 2.5 mm thick resin bonded / ready mixed/ ready to use

Decorative Textured coating of natural stone finish "Vineratex" of approved shade

and colour over existing plastered surface incluiding preparation of surface as per

manufacturer's specifications and all labour & material including double scaffolding

required for proper completion of work at all level and hieghts complete as per

drawing and direction of Engineer-in-charge.

12270 sqm

14 Designing , providing and fixing 4mm thick PVDF coated Aluminium Composit

Panel (ACP) cladding of "ALUCOBOND" , " Dura build " or equivalent make of

required shade with required accessories, fittings , fixtures , screws and cleats

etc as per manufacturer's specifications including all weather elements such as

flashings, coping and sealing edges /joints with DOW CORNING silicon sealent

to make system water proof including providing and fixing aluminium grid frame

work designed to withstand thermal , wind and seismic forces as per relevent IS

Codes complete at all levels as per drawing and direction of Engineer- in -Charge

For payment purpose the exposed surface area of ACP shall only be measured

( The shop drawing shall be got approved by the contractor from the Engineer-in-

Charge).

800 sqm

15 Providing italia, Huesca, Bisazza, Glass Mosaic clading using Glass Mosaic Tiles

Group -1 series or equivalent quality of size 20x20x4 mm thick with approved colour

/ shade including fixing charges for providing Glass Mosiac Tiles using specified

pattern,fixing with LATICRERE 252 Ag Silver white or equivalent and approved

colour of jointing filling with LATICRERE 1776 , including all taxes , cost of tiles,

scafolding charges, cleaning the surface etc. complete for finished item of work as

directed by the Engineer-in-charge for finished item of work except Murals for

images.

850 sqm

TOTAL SH - XI [FINISHING]

SH - XII [ROAD WORK]1 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.

5350 sqm

2 Supplying and stacking at site.

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90 mm to 45 mm size stone aggregate.532 cum

63 mm to 45 mm size stone aggregate.532 cum

53 mm to 22.4 mm size stone aggregate.532 cum

Stone screening 13.2 mm nominal size (Type A) 66 cum

Stone screening 11.2 mm nominal size (Type B)133 cum

Moorum120 cum

3 Laying, spreading and compacting stone aggregate of specified sizes to WBM

specifications in uniform thickness, hand picking, rolling with 3 wheeled road /

vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying

and brooming requisite type of screening / binding material to fill up interstices of

coarse aggregate, watering and compacting to the required density .

1329 cum

4 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead

upto 50m and consolidation of the aggregate received from scarifying with power

road roller of 8 to 10tonne capacity.

5350 sqm

5 Brick edging laid lengthwise with half brick depth including excavation, refilling and

disposal of surplus earth lead upto 50 metres :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.54500 metre

6 Providing and applying tack coat using hot straight run bitumen of

grade VG - 10, including heating the bitumen, spraying the bitumen

with mechanically operated spray unit fitted on bitumen boiler, cleaning

and preparing the existing road surface as per specifications :

On W.B.M. @ 0.75 Kg / sqm 4000 sqm

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7 Providing and laying Dense Graded Bituminous Macadam using crushed stone

aggregates of specified grading, premixed with bituminous binder and filler,

transporting the hot mix to work site by tippers, laying with paver finisher equiped

with electronic sensor to the required grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers as per specifications to achieve the

desired compaction and density, complete as per specificatons and directions of

Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5%

(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of

Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 244 cum

8 Providing and laying Bituminous concrete using crushed stone aggregates of

specified grading, premixed with bituminous binder and filler, transporting the hot

mix to work site by tippers, laying with paver finisher equiped with electronic sensor

to the required grade, level and alignment and rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction and density as per

specification, complete and as per directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentageby weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)

prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. 177 cum

9 Manufacturing, supplying and fixing retro reflective overhead signage boards made

up of 2mm thick aluminium sheet, face to be fully covered with high intensity and

encapsulated lens type heat activated retro reflective sheeting conforming to type -

III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as

per IRC : 67-2001 in silver white with blue colour back ground and with high

intensity grade, pasted on substrate by pressure sensitive adhesive backing which

shall be activated by applying pressure conforming to class II of ASTM-D-4956-01

and fixing the same to the plate of s tructural frame work by means of suitable sized

aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the

periphery as well as in two vertical rows along with theft resistant measures,including the cost of painting with two or more coats of epoxy paint in grey colour

on the back side of aluminium sheet including appropriate priming coat. The rate

includes the cost of rounding off the corne, including providing 5 mm Single piece

solid PVC extruded sheet inserted in the door as panel, all complete as per

manufacturer's specification and direction of Engineer-in-charge.urpose of

payment, stainless steel cramps shall be paid for separately and nothing extra shall

be paid.) specifications drawings and as direct

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Overhead informatory road signage.48 sqm

10 Providing, laying and making kerb channel 30cm wide and 50mm thick with cement

concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20mm nominal

size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and

consolidated and grouted with fine sand including finishing the top smooth etc.

complete and as per direction of Engineer-in-charge.

1547 metre

11 Providing and laying 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 & 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.

763 sqm

12 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 withcement 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).

193 cum

TOTAL SH - XII [ROAD WORK]

SH - XIII [SANITARY INSTALLATION]

1 Providing and fixing white vitreous china extended wall mounting water closet of

size 780x370x690 mm of approved shape including providing & fixing white vitreous

china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4

litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc

complete.

156 each

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2 Providing and fixing white vitreous china flat back half stall urinal of size

580x380x350mm 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 wherever required :

Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 52 each

3 Providing and fixing PTMT urinal cock of approved quality and colour.

15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female

threads weighing not less than 48 gms. 156 each

4 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32

mm C.P. brass waste of standard pattern, including painting of fittings and

brackets, cutting and making good the walls wherever require :

White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15

mm C.P. brass pillar taps with elbow operated levers ISI marked. 131 each

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

waste fittings complete.

Flexible pipe

32 mm dia131 each

40 mm dia13 each

6 Providing and fixing mirror of superior glass (of approved quality) and of required

shape and size with plastic moulded frame of approved make and shade with 6 mm

thick hard board backing :

Oval shape 450x350mm (outer dimensions) 20 each

7 Providing and fixing white vitreous china pedestal type water closet (European type

W.C. pan) and white vitreous wash basin for physically handicap person consisting

of:

a) Matrix silck (green grade) EWC no. 70002 / 200079.

b) Silck cistern of 5 litre low level white P.V.C. flushing cistern with manually

controlled device (handle lever), conforming to IS:7231 placed on EWC paint.

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c) Wash basin no.70003 with CP brass bottle trap, stop cock, pillar cock (No.

110001).

d) Stainless soap dish of approved quality.

e) Tissue paper holder of approved quality.

f)5 nos. powder coated MS bracket / grab rail 60cm long and 1 no. powder coated

'U' shape hinged rail 76cm, each 500mm long, 20mm dia. Fixed on wall rigidly withnecessary rawl plugs, cleats and SS screws etc. complete as per directionof

Engineer-in-charge.

4 set

8 Providing and fixing hand held water jet for toilet :156 each

9 Providing and fixing soil, waste and vent pipes :

100 mm dia.

Sand cast iron S&S pipe as per IS: 39891460 metre

75 mm diameter :

Centrifugally cast (spun) iron socketed pipe as per IS: 3989.950 metre

10 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast

iron/cast iron (spun) pipe embedded in and including cement concrete blocks

10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) including cost of cutting holes and making good the walls etc. :

For 100 mm dia. Pipe410 each

For 75 mm dia. Pipe295 each

11 Providing and fixing bend of required degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts complete.

100 mm diaSand cast iron S&S as per IS - 3989

30 each

75 mm dia

Sand cast iron S&S as per IS- 398925 each

12 Providing and fixing plain bend of required degree.

100 mm dia

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Sand cast iron S&S as per IS - 398920 each

75 mm dia


13 Providing and fixing heel rest sanitary bend.

100 mm dia


75 mm dia

Sand cast iron S&S as per IS- 398925 each

14 Providing and fixing double equal junction of required degree with access door,

insertion rubber washer 3 mm thick, bolts and nuts complete :

100x100x100x100mm


75x75x75x75 mm


15 Providing and fixing single equal plain junction of required degree with access door,

insertion rubber washer 3 mm thick, bolts and nuts complete.

100x100x100 mm


75x75x75 mm


16 Providing and fixing terminal guard:

100 mm


75 mm


Executive Engineer,


Signature and Seal

of the Tenderer


36/102



17 Providing and fixing collar:

100 mm


75 mmSand cast iron S&S as per IS - 3989

25 each

18 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes

and fittings of diameter:

100 mm350 each

75 mm250 each

19 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast

(spun) iron pipes of diameter :

100 mm 30 each

75 mm25 each

20 Providing and fixing trap of self cleansing design with screwed down or hinged

grating with or without vent arm complete, including cost of cutting and making

good the walls and floors :

100 mm inlet and 100 mm outlet.

Sand Cast Iron S&S as per IS: 3989145 each

100 mm inlet and 75 mm outlet

Sand Cast Iron S&S as per IS- 3989180 each

21. Cutting chases in brick masonry walls for following diameter sand cast iron/

centrifugally cast (spun) iron pipes and making good the same with cement

concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm

nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1

cement : 4 coarse sand) :

100 mm dia.40 metre

Executive Engineer,


Signature and Seal

of the Tenderer


37/102



75 mm dia.20 metre

22. Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and

fittings with 2 coats of synthetic enamel paint of any colour such as chocolate grey,

or buff etc. over a coat of primer (of approved quality) for new work :

100 mm diameter pipe1400 metre

75 mm diameter pipe950 metre

23. Providing and fixing 100mm dia CP brass grating (with or wihtout hole) for gully,

floor or Nahani trap. 225 each

TOTAL SH - XIII [SANITARY INSTALLATION]

SH - XIV [WATER SUPPLY]

1. Providing and fixing G.I. pipes complete with G.I. fittings and clamps, includingcutting and making good the walls etc.

Internal work Exposed on wall.

15 mm dia. nominal bore50 metre





50 mm dia. nominal bore

100 metre

2. Providing and fixing GI pipes complete with GI fittings and clamps i/c making good

the walls etc. concealed pipe including painting with anti corrosive bitumastic paint,

cutting chases and making good the wall



Executive Engineer,


Signature and Seal

of the Tenderer


38/102



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

refilling etc.

External work






4. Making connection of G.I. distribution branch with G.I. main of following sizes by

providing and fixing tee, including cutting and threading the pipe etc. complete :

50 to 80 mm nominal bore4 each

5. Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

25 mm nominal bore10 each

32 mm nominal bore.5 each




6. Providing and fixing ball valve (brass) of approved quality, High pressure, with

plastic floats complete :


7. Providing and fixing gun metal non- return valve of approved quality (screwed end) :

Executive Engineer,


Signature and Seal

of the Tenderer


39/102



25 mm nominal bore

Horizontal8 each

40 mm nominal bore

Horizontal6 each

50 mm nominal bore

Horizontal8 each

8. Providing and fixing uplasticised PVC connection pipe with brass unions :

30 cm length


45 cm length


9. Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

100 mm diameter8 each

10. Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement

mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100

x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1

cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c

necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10

graded stone aggregate 40mm nominal size ) and inside plastering with cement

mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of

neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.22 each

11. Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed

priming coat, both of approved quality for new work :

15 mm diameter pipe.50 metre

Executive Engineer,


Signature and Seal

of the Tenderer


40/102






40 mm diameter pipe. 160 metre


12. Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of

approved quality :




50 mm diameter pipe. 140 metre


13. Providing and filling sand of grading zone V or coarser grade all-round the G.I.

pipes in external work.




50 mm diameter pipe.

140 metre


14. Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe

and making long screws etc. complete (New work).

15mm niminal bore16 each

Executive Engineer,


Signature and Seal

of the Tenderer


41/102






40mm niminal bore 8 each



15. Providing and 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 fittings and the base

support for tank

20000 per litre

per

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


17. Providing and fixing C.P. brass long body bib cock of approved quality conforming

to IS standards and weighing not less than 690 gms.


18. Providing and fixing C.P. brass stop cock (concealed) of standard design and of

approved make conforming to IS:8931.


19. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931.


TOTAL SH - XIV [WATER SUPPLY]

SH - XV [DRAINAGE]

Executive Engineer,


Signature and Seal

of the Tenderer


42/102



1. 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 :




2. Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete

as per standard design:

100 mm diameter S.W. pipe80 metre



3. Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300 x300

mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design :

100x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.510 each

4. Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars

jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete :

100 mm dia. R.C.C. pipe300 metre




Executive Engineer,


Signature and Seal

of the Tenderer


43/102



5. Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded

stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4

coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering

12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with

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) finishedwith a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

455x610 mm internal dimensions total weight of cover and frame to be not less

than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :


Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium

duty) 500 mm internal diameter, total weight of cover and frame to be not less than

116 kg (weight of cover 58 kg and weight of frame 58 kg) :


6. Extra for depth for manholes.

Size 90x80 cm


Size 120x90 cm


7. Constructing brick masonry circular type manhole 0.91m internal dia at bottom and

0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement

plaster 12 mm 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 40mm 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,

all complete as per standard design :

Executive Engineer,


Signature and Seal

of the Tenderer


44/102



0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)

560mm internal diameter conforming to I.S. 12592, total weight of cover and frame

to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at

the external surface shall be paid for separately) :


8. Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m

to 1.67m


9. Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786

having minimum cross section as 23 mmx25mm and over all minimum length 263

mm and width as 165mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering besides necessary andadequate 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

specifications and having manufacture's permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal

size) complete as per design.

60 each

10. 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 :For pipes 250 to 300 mm diameter

2 each

11. Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement

mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.

horizontal grating with frame complete as per standard design :

Executive Engineer,


Signature and Seal

of the Tenderer


45/102




12. Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in

cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast

R.C.C. horizontal grating with frame and vertical grating complete as per standard

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

15 each

13. Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey

comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete

as per standard design.


TOTAL SH - XV [DRAINAGE]

SH - XVI [ALUMINIUM WORK]

1 Providing and fixing aluminium work for doors, windows, ventilators and partitions

with extruded built up standard tubular sections/ appropriate Z sections and other

sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene

gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and

jointed mechanically wherever required including cleat angle, Aluminium snap

beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as

per architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to

IS: 1868, Minimum anodic coating of grade AC 15). 1756 kg

For shutters of doors, windows & ventilators including providing and fixing hinges/

pivots and making provision for fixing of fittings wh

Documents

Academic Lecture Theatre Vol IV Boq