Residential Accommodation for Rajya Sabha Secretariat

Abstract of Cost (BoQ)

S. No. Description DSR Amount Total Amount

S. No. Description DSR Amount Total Amount

Plumbing Internal & External, WTP

Fire Fighting, FA & PA System

4 Internal Electrical Works 1,67,42,541 75,00,956 2,42,43,497

5 External Electrical Works 13,21,230 2,42,72,147 2,55,93,377

HVAC & Basement Ventilation

7 Lifts & BMS System Works 0 1,23,74,442 1,23,74,442

GAURAV Digitally signed by GAURAV

RAVINDRA GAIKWAD

RAVINDRA Date: 2021.03.31 14:16:31

Construction of Residential Accommodation for Rajya Sabha Secretariat at

Sector XII, R.K. Puram, New Delhi

SUMMARY - Civil Works

NO. DFESCRIPTION DSR Amount

1 SUBHEAD I- EARTH WORK 2,07,98,495 0

2 SUB HEAD II- CONCRETE WORK 46,67,426 0

3 SUB HEAD III- R.C.C WORK 15,20,44,644 0

4 SUB HEAD IV- BRICK WORK 52,26,361 0

5 SUB HEAD V- STEEL WORK 13,49,921 0

6 SUB HEAD VI- FLOORING WORK 2,72,66,571 0

7 SUB HEAD VII- FINISHING WORK 1,12,15,843 0

8 SUB HEAD-VIII- ALUMINIUM WORK 54,36,731 0

9 SUB HEAD IX -WATER PROOFING 43,02,287 0

SUB HEAD X - WOOD WORK 1,57,34,965 0

11 SUB HEAD - XI- FALSE CEILING 26,23,052 0

12 SUB HEAD-XII FIRE RESISTANT DOOR 41,91,740 0

13 SUB HEAD-XIII- ROAD WORKS 58,75,096 0

14 SUB HEAD-XIII- HORTI-CULTURE 3,37,653 0

SUB HEAD-XIV NON SCHEDULE

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

SUBHEAD I- EARTH WORK

Carriage of material by mechanical transport including loading, unloading and

Beyond 6Km upto 7 Km Cum 15.20 18,677.50 2,83,898.00

Beyond 7Km upto 8 Km Cum 15.20 18,677.50 2,83,898.00

Beyond 8Km upto 9 Km Cum 15.20 18,677.50 2,83,898.00

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.

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means over areas (exceeding 30 cm in depth, 1.5m 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.

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5 m in width

2.8 or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift

up to 1.5 m, including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 252.30 50.00 12,615.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

2.25 foundations etc. in layers not exceeding 20cm in depth, consolidated each cum 219.65 6,687.36 14,68,878.90

deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m.

Extra for every additional lift of 1.5m or part thereof in excavation/ banking

excavated or stacked materials.

2.26.2 Ordinary or hard rock cum 162.10 3,865.45 6,26,589.45

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50

m and lift upto 1.5 m.

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

2.33 serviceable material and disposal of unserviceable material.

2.33.1 Beyond 30 cm girth upto and including 60 cm girth Each 380.60 2.00 761.20

2.33.2 Beyond 60 cm girth upto and including 120 cm girth Each 1,694.40 1.00 1,694.40

2.33.3 Beyond 120 cm girth upto and including 240 cm girth Each 7,860.55 1.00 7,860.55

Supplying chemical emulsion in sealed containers including delivery as

2.34 specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 200.85 112.50 22,595.63

Diluting and injecting chemical emulsion for POST Constructional anti-termite

2.35 treatment ( excluding cost of chemical emulsion):

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

2.35.3.1 With chlorophylus/ Lindane E.C. 20% with 1 % concentration Sqm 227.05 2,250.00 5,10,862.50

TOTAL ( EARTH WORK ) 2,07,98,495.10

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

SUB HEAD II- CONCRETE WORK

Providing and laying in position ready mixed plain cement concrete, using fly

ash and cement content as per approved design mix and manufactured in

fully automatic batching plant and transported to site of work in transit mixer

for all leads,having continuous agitated mixer, manufactured as per mix

design of specified grade for plain cement concrete work, including pumping

of R.M.C. from transit mixer to site of laying and curing, excluding the cost of

centering, shuttering and finishing, including cost of curing, admixtures in

recommended proportions as per IS : 9103 to accelerate/ retard setting of

4.19 concrete, improve workability without impairing strength and durability as

per direction of the Engineer-in-charge. Note :

(1) Excess/less cement used than specified in this item is payable/

recoverable separately.

(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part

replacement of OPC as per IS : 456. Uniform blending with cement is to be

ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the

items of BMC and RMC.

4.19.1 All works upto plinth level:

M-15 grade plain cement concrete (cement content considered @ 240 kg/

M-10 grade plain cement concrete (cement content considered @ 220 kg/

4.19.2 All works above plinth and upto floor V level:

M-15 grade plain cement concrete (cement content considered@240 kg./

Providing and laying cement concrete in retaining walls, return walls, walls

(any thickness) including attached pilasters, columns, piers, abutments,

4.2 pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain windowsills, fillets, sunken floor, etc.,up to

floor five level, excluding the cost of centering, shuttering and finishing :

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

1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm

Providing and laying damp-proof course 40 mm thick with cement concrete

4.11 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal sqm 418.90 61.34 25,693.65

Extra for providing and mixing water proofing material in cement concrete per 50 kg

work in doses by weight of cement as per manufacturer’s specification cement

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

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

the surface with brushes and finally with a piece of cloth lightly soaked in

Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing & finishing

Extra for addition of synthetic Polyester triangular fibre of length 12mm,

effective diameter 10-40 microns and specific gravity of 1.34 to1.40 in

cement. concrete/RCC/Flooring/water retaining structures by using Per

Bag of 125gms of synthetic Polyester triangular fibre for 50 Kg cement used

50 Kg of as per directions of Engineer-in-Charge.(For water retaining

structures only)

TOTAL ( CONCRETE WORK ) 46,67,426.29

SUB HEAD III- R.C.C WORK

Centering and shuttering including strutting, propping etc. and removal of

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 284.85 1,384.89 3,94,484.49

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

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 693.05 4,287.51 29,71,461.58

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 552.05 4,383.73 24,20,039.25

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 733.70 3,969.40 29,12,348.78

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 622.35 532.89 3,31,646.89

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.

5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 766.75 35.01 26,843.92

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering

5.10 complete as per the directions if engineer-in charge

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 part thereof (Plan area to be measured)

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

5.9.16 Edges of slabs and breaks in floors and walls.

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

placing in position and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 83.50 2,95,025.29 2,46,34,611.69

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

placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars. Kg 83.50 3,85,120.26 3,21,57,541.33

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of

approved make from factory/workshop to construction site including placing

in position and binding all complete upto plinth level.

5.22.B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 77.65 150.00 11,647.50

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of

approved make from factory/workshop to construction site including placing

in position and binding all complete above plinth level.

5.22.C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 77.65 150.00 11,647.50

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

5.33 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).

5.33.1 All works up to plinth level. cum 7,997.30 4,576.09 3,65,96,324.77

5.33.2 All works above plinth level upto floor V level cum 9,400.85 4,103.94 3,85,80,500.64

5.34 Extra for providing richer mixes at all floor levels.

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

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

Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note :

Cement content considered in M-35 is @ 350 kg/ cum)

Add for using extra cement in the items of design mix over and above the

specified cement content therein.

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors

or part thereof.

Providing and fixing of expansion joint system related with floor location as

per drawings and direction of Engineer-In-Charge. The joints system will be

of extruded aluminum base members, self aligning / self centering

arrangement and support plates etc. as per ASTM B221-02. The system shall

be such that it provides floor to floor /floor to wall expansion control system

for various vertical localtion in load application areas that accommodates

multi directional seismic movement without stress to it's components. System

shall consist of metal profiles with a universal aluminum base member

designed to accommodate various project conditions and finish floor

5.44 treatments. The cover plate shall be designed of width and thickness required

to satisfy projects movement and loading requirements and secured to base

members by utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions. The Self - centering

arrangement shall exhibit circular sphere ends that lock and slide inside the

corresponding aluminum extrusion cavity to allow freedom of movement and

flexure in all directions including vertical displacement. Provision of Moisture

Barrier Membrane in the Joint System to have watertight joint is mandatory

requirement all as per the manufactures design and as approved by Engineer

-in- Charge. (Material shall confirm to ASTM 6063).

5.44.1 Floor Joint of 100 mm gap Meter 5,594.85 50.00 2,79,742.50

5.44.2 Floor Joint of 150 mm gap Meter 6,849.15 65.00 4,45,194.75

5.44.3 Floor Joint of 200 mm gap Meter 8,772.45 45.00 3,94,760.25

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Constructing cast-in situ RCC diaphragm wall by providing and laying

machine batched, machine mixed, self compacting, ready mix reinforced

cement concrete, tramie controlled, of M 30 grade using minimum 400 kg

cement per cum of concrete including providing and mixing required

admixtures in recommended proportions as per IS : 9103, as approved by the

Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall

having thickness as per approved structural design not exceeding 600 mm, in

pannels of required depth and lengths as per approved drawing, including

constructing necessary guide walls as required and as specified including

boring in all kinds of soils and rocks, including working in or under water and /

or liquid mud, in foul conditions and pumping or bailing out of water and

removing slush, including disposal of earth/ rock / slush etc. for all leads and

all lifts, including preparing, providing and re-circulating bentonite slurry in the

trench as and when required for all depths, including agitating bentonite

5.49 slurry during trenching etc., providing and fixing stop ends or form tubes, upto cum 16,618.70 400.00 66,47,480.00

the required depth of diaphragm wall including extracting the same after

casting, including chipping off the bentonite adulterated concrete or unsound

concrete up to the cut off level for obtaining the sound concrete, dressing

undulations on the exposed face of diaphragm wall after excavation by

chipping / chiseling etc. including filling the depression/ cavities with sound

concrete etc. complete and as directed by the Engineer-in-charge, including

providing recess for bearing plates and fixing insert boxes for inclined rock

anchors etc.complete as per the specifications and approved design and as

directed by the Engineer-in-charge, but excluding the cost of reinforcement

and inserts.(rates include cost of all inputs of labour, material and T & P, cost

of handling, lifting & placing in position the reinforcement cage in the trench,

including the additional cost of welding the reinforcement bars etc. involved in

the work and all other incidental expenditure for completing the work as

directed by the Engineer-in-charge), However, the actual area of the

diaphragm wall, correct to two places of decimal, from design bottom level to

TOTAL ( R.C.C WORK ) 15,20,44,644.46

SUB HEAD IV- BRICK WORK

Providing and laying brick in foundation & plinth in cement mortar 1:6 (1

cement : 6 coarse sand )Item Based DSR 2016, 6.1.2

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6,157.45 13.70 84,359.53

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

third course of half brick masonry.

Half brick masonry with non modular fly ash bricks class designation

6.45 10,conforming to IS:12894, in super structure above plinth and upto floor VI

6.45.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 917.00 900.00 8,25,300.00

Providing and laying autoclaved aerated cement blocks masonry with 100mm

thick AAC blocks in super structure above plinth level up to floor VI level in

6.38 cement mortar 1:4 (1 cement : 4 coarse sand ) The rate includes providing Cum 8,227.35 506.23 41,64,967.59

and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of

Providing and laying autoclaved aerated cement blocks masonry with

150mm/ 230mm/300 mm thick AAC blocks in super structure above plinth

level up to floor V level with RCC band at sill level and lintel level with

approved block laying polymer modified adhesive mortar all complete as per

direction of Engineer-in-Charge. (The payment of RCC band and

reinforcement shall be made for seperately).

TOTAL (BRICK WORK ) 52,26,360.52

SUB HEAD V- STEEL WORK

Providing and fixing M.S fan clamp type I or II of 16 mm dia M.S. bar bent to

10.17 shape with hooked ends in R.C.C. slabs, beams during laying including Each 171.15 354.00 60,587.10

painting the exposed portion of loop, all as per standard design complete.

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

10.25 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

Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/

mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade

10.27 sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per

direction of Engineer-in-charge.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm

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

10.5 necessary fittings complete, including applying a priming coat of approved

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 4,428.15 5.04 22,317.88

TOTAL ( STEEL WORK ) 13,49,920.71

SUB HEAD VI- FLOORING WORK

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing 18mm thick gang sawcut 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

8.2 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 finish etc. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.1 Area of slab upto 0.50 sqm

Extra for fixing marble/granite stone over and above corresponding basic

8.4 item, in facia and drops of width upto 150mm with epoxy resin based Mtr 434.25 453.45 1,96,909.79

adhesive including cleaning etc. complete.

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.

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 6mm nominal size) as per direction of

Engineer-in-charge

8.10.2 Granite Stone of approved shade. Sqm 3,216.90 1.44 4,632.34

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10

metre height, backing filled with a grout of average 12 mm thick cement

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

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

matching the stone shade : (To be secured to the backing and the sides by

means of cramps and pins which shall be paid for separately) :

8.14.1 Red sand stone - exposed face fine dressed with rough backing.

White sand stone - exposed face fine dressed with rough backing .

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 M.S. 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 20 mm nominal size) of size 300x230x300 mm,

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 Engineerin-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).

Providing and fixing adjustable stainless steel cramps of approved quality,

required 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.

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

8.31 approved by Engineerin-Charge, in skirting, risers of steps and dados, over Sqm 1,030.30 2,034.25 20,95,889.84

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.

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

11.26 slab, including rubbing and polishing complete with base of cement mortar 1 :

4 (1 cement : 4 coarse sand) :

Kota stone slabs 20mm 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 with pigment to match the shade of the

slabs, including rubbing and polishing complete.

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

Extra for Kota stone/ sand stone in treads of steps and risers using single

length up to 1.05 metre.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

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),

jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint

with white cement & matching pigments etc. complete.

Providing and laying Vitrified tiles in different sizes (thickness to be specified

by the manufacturer),with water absorption less than 0.08% and conforming

to IS:15622,of approved brand & manufacturer, in all colours and shade, in

skirting, riser of steps, laid with cement based high polymer modified quick

set tile adhesive (water based) conforming to IS: 15477, in average 6 mm

thickness, including grouting of joints (Payment for grouting of joints to be

made separately).

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy

grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of

hardener and 0.20 kg of resin per kg), including filling / grouting and finishing

complete as per direction of Engineer-in-charge.

TOTAL ( FLOORING WORK ) 2,72,66,571.07

SUB HEAD VII- FINISHING WORK

13.16 6 mm cement plaster of mix :

13.1 12 mm cement plaster of mix :

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

13.12 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 Sqm 416.55 1,369.58 5,70,500.22

(1 cement: 3 coarse sand) finished rough with sponge.

Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smooth complete.

White washing with lime to give an even shade: (For lift shaft ,Electrical

room , Store Rooms& machine Room)

13.37.1 New work (three or more coats) Sqm 28.55 1,840.16 52,536.57

Finishing with Deluxe Multi surface paint system for interiors and exteriors

using Primer as per manufacturers specifications :

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75 ltr /10 sqm

Painting wood work with Deluxe Multi Surface Paint of required shade. Two

13.48.2 or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied Sqm 130.25 761.60 99,198.40

@0.75 ltr/10 sqm of approved brand and manufacture

Painting Steel work with Deluxe Multi Surface Paint to give an even shade.

13.48.3 Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer Sqm 125.80 497.51 62,586.51

applied @ 0.80 ltr/10 sqm of approved brand and manufacture

Distempering with oil bound washable distemper of approved brand and

13.41 manufacture to give an even shade :

New work (two or more coats) over and including water thinnable priming

coat with cement primer

13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 91.25 14,695.20 13,40,936.91

TOTAL ( FINISHING WORK ) 1,12,15,842.62

SUB HEAD-VIII- ALUMINIUM WORK

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

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top, bottom and sides with required

21.1 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) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Sqm 456.30 1,250.00 5,70,375.00

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing 12 mm thick frameless toughened glass door shutter of

approved brand and manufacture, including providing and fixing top & bottom

21.18 pivot & spring type fixing arrangement and making necessary holes etc. for sqm 4,447.90 26.52 1,17,958.31

fixing required door fittings, all complete as per direction of Engineer-incharge

(Door handle, lock and stopper etc.to be paid separately).

Providing and Placing in position suitable PVC water stops conforming to

IS:12200 for construction/ expansion joints between two RCC members and

fixed to the reinforcement with binding wire before pouring concrete etc.

complete : for Over headwater tank)

22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). Mtr 229.70 434.00 99,689.80

Providing and fixing of costomized Aluminium formwork for monolithic

construction RCC members with a repetitive usage of 100 times using grade

5052 aluminium for panel sheets of minimum 4 mm thick and grade 6061

(Type-6) aluminium for extruded sections. The form work includes of beam

components i.e.beam side panel,prop head for soffit beam,beams soffit

panel,beam soffit bulk head and deck componets i.e. deck panel, deck prop,

prop length, deck mid, soffit length, deck beam bar and wall components i.e.

wall panel, rocker, kiker and internal soffit corner, external soffit corner,

external corner,internal corner etc.,The panels are held in position by a

simple pin and wedge system that passes through holes in the out side rib of

each panel.The tolerance of finished panels to be (-1 mm), and shall conform

to IS 14687-1999. Pins and wedges to be made of high grade mild steel, all

complete as per direction of Engineer-incharge.(Cost of RCC work shall be

paid seperately)

TOTAL ( ALUMINIUM WORK ) 54,36,731.19

SUB HEAD IX- WATERPROOFING WORK

Providing and laying in situ seven course water proofing treatment with APP

(Atactic Polypropylene) modified Polymeric memberane over roof consisting

of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of

bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen

of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing

membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm

weight consisting of five layers prefabricated with centre core as 100 micron

HMHDPE film sandwiched on both sides with polymeric mix and the

polymeric mix is protected on both side with 20 micron HMHDPE film. 7th,

the top most layer shall be finished with brick tiles of class designation 10

grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%

integral water proofing compound by weight of cement over a 12 mm layer of

cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying

brick tiles shall be paid for separately).

Providing and laying APP (Atactic Polypropylene Polymer) modified

prefabricated five layer 3 mm thick water proofing membrane, black finished

reinforced with nonwoven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the same membrane

manufacture 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

14.91 physical and chemical parameters of the membrane shall be as under : Joint

strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm.

Tear strength in longitudinal and transverse direction as 300/250N. 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

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

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

22.14 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size)

TOTAL ( WATERPROOFING WORK ) 43,02,287.48

SUB HEAD X - WOOD WORK

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

9.1 dash fasteners of required dia & length (hold fast lugs or dash fastener shall

be paid for separately).

9.1.3 Kiln Secsoned & chemically Treated hollack wood Cum 71,746.40 13.52 9,70,263.16

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

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum

9.23 depth on all edges of flush door shutters (over all area of door shutter to be Sqm 401.40 653.34 2,62,248.67

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

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

grain in gloss / matt/ suede finish with high density protective surface layer

9.127 and reverse side of adhesive bonding quality conforming to IS : 2046 Type S,

including cost of adhesive of approved quality.

Providing and fixing wooden Architrave /moulded beading to door and

9.40 window frames with iron screws, plugs and priming coat on unexposed

surface etc. complete :

9.40.1.2 Second class teak wood 50x20mm Meter 232.15 2,020.10 4,68,966.22

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

9.47 brackets :

Providing and fixing panelled or panelled and glazed shutters for doors,

windows and clerestory windows fixing with butt hinges of required size with

necessary screws, excluding panelling which will be paid for separately, all

complete as per direction of Engineer-in-charge. (Note:- Butt hinges and

necessary screws shall be paid separately)

9.5.1 Second class teak wood

Providing and fixing panelling or panelling and glazing in panelled or panelled

and glazed shutters for doors, windows and clerestory windows (Area of

opening for panel inserts excluding portion inside grooves or rebates to be

measured). Panelling for panelled or panelled and glazed shutters 25 mm to

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and

1.4mm wide aperture with matching wood beading

Providing and fixing bright finished brass 100 mm mortice latch and lock with

6 levers and a pair of lever handles of approved quality with necessary

screws etc. complete.

Providing and fixing bright finished brass 100 mm mortice latch with one dead

9.77 bolt and a pair of lever handles of approved quality with necessary screws Each 592.35 160.00 94,776.00

Providing and fixing ss tower bolts ISI marked anodised (anodic coating not

9.97. less than grade AC 10 as per IS : 1868 ) transparent or dyed to required

colour or shade with necessary screws etc. complete :

Providing and fixing 150 mm bright finished floor brass door stopper with

14.34 rubber cushion, necessary brass screws etc. to suit shutter thickness Each 232.50 528.00 1,22,760.00

Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per

21.3 the architectural drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 1,296.40 1,055.68 13,68,581.93

Providing and fixing factory made uPVC white colour fixed glazed windows/

ventilators comprising of uPVC multi-chambered frame and mullion(where

ever required) extruded profiles duly reinforced with 1.60 ± 0.2mm thick

galvanized mild steel section made from roll forming process of required

length (shape & size according to uPVC profile), uPVC extruded glazing

beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm

size for fixing frame to finished wall, plastic packers, plastic caps and

necessary stainless steel screws etc. Profile of frame shall be mitred cut and

fusion welded at all corners, mullion (if required) shall be also fusion welded

9.147 B including drilling of holes for fixing hardware's and drainage of water etc.After

fixing frame the gap between frame and adjacent finished wall shall be filled

with weather proof silicon sealant over backer rod of required size and of

approved quality, all complete as per approved drawing & direction of

Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be

paid separately). Note: For uPVC frame, sash and mullion extruded profiles

minus 5% tolerance in dimension i.e. in depth & width of profile shall be

acceptable. Variation in profile dimension in higher side shall be accepted but

no extra payment on this account shall be made.

Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion

9.147B.1 47 x 68 mm both having wall thickness of 1.9 ± 0.2mm and single glazing Sqm 6,478.75 86.03 5,57,366.86

bead of appropriate dimension. (Area upto 0.75 sqm.)

Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion

R.A 47 x 68 mm both having wall thickness of 1.9 ± 0.2mm and single glazing Sqm 5,154.00 73.12 3,76,870.79

bead of appropriate dimension. (Area upto 1.5 sqm.)

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing factory made uPVC white colour casement/ casement

cum fixed glazed windows comprising of uPVC multi-chambered frame, sash

and mullion (where ever required) extruded profiles duly reinforced with 1.60

± 0.2 mm thick galvanized mild steel section made from roll forming process

of required length (shape & size according to uPVC profile), uPVC extruded

glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS

304 grade) friction hinges, zinc alloy (white powder coated) casement

handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall,

plastic packers, plastic caps and necessary stainless steel screws etc. Profile

of frame & sash shall be mitred cut and fusion welded at all corners, mullion

9.147A (if required) shall be also fusion welded including drilling of holes for fixing

hardware's and drainage of water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled with weather proof silicon

sealant over backer rod of required size and of approved quality, all complete

as per approved drawing & direction of Engineer-in-Charge. (Single / double

glass panes and silicon sealant shall be paid separately)

Note: For uPVC frame, sash and mullion extruded profiles minus 5%

tolerancein dimension i.e. in depth & width of profile shall be acceptable.

Variation in profile dimension in higher side shall be accepted but no extra

payment on this account shall be made.

Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm),

made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having

wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of

appropriate dimension. (Area of window upto 0.75 sqm.)

Casement window double panels with S.S. friction hinges (300 x19x 1.9mm)

made of (small series)frame 47 x 50mm,sash 47x68mm & mullion 47 x 68mm

all having wall thickness of 1.9 ± 0.2mm and single glazing bead of

appropriate dimension.(Area of window above 0.75 sqm upto 1.50 sqm).

Providing and fixing factory made uPVC white colour sliding glazed window

upto 1.50 m in height dimension comprising of uPVC multi-chambered frame

with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ±

0.2 mm thick galvanized mild steel section made from roll forming process of

required length (shape & size according to uPVC profile), appropriate

dimension of uPVC extruded glazing beads and uPVC extruded interlocks,

EPDM gasket,wool pile zinc alloy (white powder coated) touch locks with

hook, zinc alloy body with single nylon rollers (weight bearing capacity to be

40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and

necessary stainless steel screws etc Profile of frame & sash shall be mitred

9.147D cut and fusion welded at all corners, including drilling of holes for fixing

hardware's and drainage of water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled with weather proof silicon

sealent over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-Charge. (Single

/ double glass panes, wire mesh and silicon sealent shall be paid separately)

Note: For uPVC frame and sash extruded profiles minus 5% tolerance in

dimension i.e. in depth & width of profile shall be acceptable. Variation in

profile dimension in higher side shall be accepted but no extra payment on

this account shall be made.

Three track three panels sliding window with fly proof SS wire mesh (Two

nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x

9.147D.2 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and Sqm 8,954.20 123.84 11,08,888.13

single glazing bead of appropriate dimension (Area of window upto 1.75

Three track three panels sliding window made of (big series) frame 116 x 45

mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and

single glazing bead / double glazing bead of appropriate dimension. (Area of

window above 1.75 sqm)

Providing and fixing factory made uPVC white colour sliding glazed door

comprising of uPVC multi-chambered frame with in-built roller track and sash

extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild

steel section made from roll forming process of required length (shape & size

according to uPVC profile),

appropriate dimension uPVC extruded glazing beads, uPVC extruded

interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket,

wool pile, zinc alloy (white powder coated) handle with key on one side of

extreme panels along with zinc plated mild steel multi point locking having

transmission gear with keeps, zinc alloy (white powder coated) cresent lock

(if required), stainless steel (SS 304

grade) body with adjustable double nylon rollers (weight bearing capacity to

be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and

necessary stainless steel screws etc. Profile of frame & sash shall be mitred

cut and fusion welded at all corners, including drilling of holes for fixing

hardware's and drainage

of water etc. After fixing frame the gap between frame and adjacent finished

wall shall be filled with weather proof silicon sealent over backer rod of

required size and of approved quality, all complete as per approved drawing

& direction of Engineer-in-Charge. (Single / double glass panes, wire mesh

and silicon sealent shall be paid separately).

Note: For uPVC frame and sash extruded profiles minus 5% tolerance in

dimension i.e. in depth & width of profile shall be acceptable. Variation in

profile dimension in higher side shall be accepted but no extra payment on

this account shall be made.

Two track two panels sliding door made of (big series) frame 67 x 50 mm &

sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single

glazing bead / double glazing bead of appropriate dimension. (Area of door

above 2.00 sqm upto 5.00 sqm)

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing factory made uPVC white colour casement/ Casement

cum fixed glazed door comprising of uPVC multi-chambered frame, sash and

mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2

mm thick galvanized mild steel section made from roll forming process of

required length (shape & size according to uPVC profile), uPVC extruded

glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white

powder coated) 3D hinges and one handle on each side of panels along with

zinc plated mild steel multi point locking having transmission gear, cylinder

with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to

finished wall and necessary stainless steel screws, etc. Profile of frame &

sash shall be mitred cut and fusion welded at all corners, mullion (if required)

shall be also fusion welded including drilling of holes for fixing hardware's and

drainage of water etc. After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealent over backer rod

of required size and of approved quality, all complete as per approved

drawing & direction of Engineer-in-Charge. (Single / double glass panes and

silicon sealent shall be paid separately).

Note: For uPVC frame, sash and mullion extruded profiles minus 5%

tolerance in dimension i.e. in depth & width of profile shall be acceptable.

Variation in profile dimension in higher side shall be accepted but no extra

payment on this account shall be made.

Casement door with 3D hinges made of (big series) frame 67 x 64 mm &

sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single

glazing\ bead / double glazing bead of appropriate dimension. (Area of door

upto 2.00 sqm).

TOTAL ( WOOD WORK ) 1,57,34,965.15

SUB HEAD - XI- FALSE CEILING

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 :

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

12.22 mm nominal size) over P.V.C. sheet1mx1mx400 micron, finished with 12mm Each 244.05 181.00 44,173.05

cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement,

rounding the edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS :13592 Type A,including jointing with seal ring conforming to

IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed

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

accessories for unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.3 Single tee with door

12.42.4 Single tee without door

12.42.6 Shoe (Plain)

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

unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood

12.43 plugs, screwed with M.S. screws of required length, including cutting brick

work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete.

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

cm diameter and weighing not less than 440 grams.

Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module

which includes providing and fixing 'C' wall angle of size 20x30x20 mm made

of 0.5 mm thick pre painted steel along the perimeter of the room with help of

nylon sleeves and wooden screws at 300 mm center to centre, suspending

the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from

the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12

mm and C carrier suspension clip and main carrier bracket at 1000 mm c/

12.54 c.Inverted triangle shaped Spring Tee having height of 24 mm and width of 34

mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in

direction perpendicular to it at 600 mm centers with help of suspension

brackets. Wherever the main C carrier and spring T have to join, C carrier

and spring T connectors have to be used. All sections to be galvanized @

sqm (both side inclusive), fixing with clip in tiles into spring T with :

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size

600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having

12.54.1 galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically Sqm 1,734.10 474.01 8,21,980.74

polyester powder coated of thickness 60 microns (minimum), including

factory painted after bending.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and fixing tiled false ceiling of specified materials of size

595x595mm in true horizontal level, suspended on inter locking metal grid of

hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both

side inclusive) consisting of main "T" runner with suitably spaced joints to get

required length and of size 24x38 mm made from 0.30 mm thick (minimum)

sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm

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

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

secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm

thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel

to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying

false ceiling tiles of approved texture in the grid including, 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 of size 27x37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50

mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly

level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center

along main T, bottom exposed width of 24 mm of all Tsections shall be pre-

painted with polyester paint, all complete for all heights as per specifications,

drawings and as directed by Engineer-in-charge.

12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard

having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having

perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and

the side borders of 30 mm, backed with non woven tissue on the back side,

having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin

bonded glass wool backing.

TOTAL (FALSE CEILING ) 26,23,051.65

SUB HEAD-XII FIRE RESISTANT DOOR

Providing and fixing fire resistant door frame of section 50 x 60 mm on

horizontal side & 35 x 60 mm on vertical sides having built in rebate made out

of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for

mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled

with Mineral wool Insulation having density min 96Kg/m³ . The frame will have

a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on

horizontal style of size M10 x 80 ) suitable for fixing in the opening along with

Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm

for fixing of fire rated glazed shutter . The frame shall be finished with a

approved fire resistant primer or Powder coating of not less than 30 micron in

desired shade as per the directions of Engineer - in- charge . (Cost of SS ball

bearing hinges is excluded).

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120

min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and

certified as per laboratory approved by Engineer-in-charge, with suitable

mounting on door frame, consisting of vertical styles, top rail & side rail 60

mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm

9.162 thick G.I sheet (zinc coating not less than 120gm/m²) duly filled mineral wool Sq.m 8,379.30 141.53 11,85,880.43

insulation having density min 96 kg/m³ and fixing with necessary stainless

steel ball bearing hinges of size 100x89x3mm of approved make, including

applying a coat of approved fire resistant primer or powder coating not less

than 30 micron etc all complete as per direction of Engineer-in-charge

(panelling to be paid for seperately).

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

partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc

coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38

mm SS screws at distance 75 mm from the edges and 150 mm c/c , including

applying a coat of approved fire resistant primer/powder coating of not less

than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc

complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per

direction of Engineer-in-charge with glass of required thickness having 120

9.164 minutes of fire resistance both integrity & radiation control (EW120) and Sq.m 39,395.30 48.00 18,90,974.40

minimum 20 minutes of insulation (EI20). The manufacturer have to give test

report/certification of fire glass and the glass should have the stamp showing

the value of E,EW & EI. The glass shall be tested in approved NABL

accredited lab or by any other accreditation body which operates in

accordance with

ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and

calibration scopes shall be eligible. The maximum glazing size shall not be

more than 1100x2200 mm (w x h) or 2.42 sqm.

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

9.139 Trim Latch & Lock on back side of the Panic Latch of reputed brand and Each 7,134.85 88.00 6,27,866.80

manufacture to be approved by the Engineer- in- charge, all complete.

TOTAL ( FIRE RESISTANT DOOR ) 41,91,740.24

SUB HEAD-XIII- ROAD & MISC. WORKS

Providing 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 mmx25 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 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

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

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,

16.1 dressing to camber and consolidating with road roller including making good Sqm 156.75 81.60 12,790.80

the undulations etc. and re-rolling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

Providing and laying design mix cement concrete of M-30 grade, in roads/

taxi tracks/ runways, using cement content as per design mix, using coarse

sand and graded stone aggregate of 40 mm nominal size in appropriate

proportions as per approved & specified design criteria, providing dowel bars

with sleeve/ tie bars wherever required, laying at site, spreading and

compacting mechanically by using needle and surface vibrators, levelling to

required slope/ camber, finishing with required texture, including steel form

work with sturdy M.S. channel sections,curing,making provision for

contraction/ expansion, construction & longitudinal joints (10 mm wide x 50

mm deep) by groove cutting machine, providing and filling joints with

approved joint filler and sealants, complete all as per direction

of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/

tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less

cement used as per design mix is payable/ recoverable separately.

Cement concrete manufactured in automatic batching plant (RMC plant) i/c

transportation to site in transit mixer

16.43 A Annexure ‘A’ to Item number 16.43 Cum 370.50 250.20 92,699.10

16.45 Providing and fixing in position pre-moulded joint filler in expansion joints. 3.10 311.60 965.96

Painting road surface marking with adequate nos of coats to give uniform

finish with ready mixed road marking paint conforming to IS : 164, on

16.48 bituminous surface in white/yellow shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material etc. complete.

16.48.1 New work (Two or more coats) Sqm 215.95 66.20 14,295.89

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 Engineerin-charge).

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

(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less

cement used as per design mix is payable/ recoverable separately).

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,

16.78 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.

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having

With material conforming to Grade-II (size range 53 mm to 0.075 mm )

having CBR Value-25

Construction of dry lean cement concrete sub base over a prepared sub-

grade with coarse and fine aggregate conforming to IS:383, the size of

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per specifications,

cement content not to be less than 150 Kg/cum, optimum moisture content to

be determined during trial length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for

all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne

vibratory roller, finishing and curing etc. complete as per direction of

Engineer-in- charge.

Providing and laying matt finished vitrified tile of size 300x300x9.8mm having

with water absorption less than 0.5% and conforming to IS:15622 of

approved make in all colours and shades in for outdoor floors such as

16.89 footpath,court yard, multi modals location etc., laid on 20mm thick base of Sqm 1,264.80 1,351.43 17,09,293.22

cement mortar 1:4 (1 cement :4 coarse sand) in all shapes & patterns

including grouting the joints with white cement mixed with matching pigments

etc.complete as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of

required strength, thickness & size/ shape, made by table vibratory method

using PU mould, laid in required colour & pattern over 50mm thick compacted

bed of sand, compacting and proper embedding/laying of inter locking paver

16.91 blocks into the

sand bedding layer through vibratory compaction by using plate vibrator,

filling the joints with sand and cutting of paver blocks as per required size and

pattern, finishing and sweeping extra sand. complete all as per direction of

Engineer-inCharge.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

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

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 :

Providing and laying factory made Precast concrete solid blocks of 200 mm

thickness of grade M10 made of C&D waste from approved manufacturer in

foundation and plinth in:

26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5,808.25 5.00 29,041.25

Providing and laying factory made Precast concrete solid blocks of 200 mm

thickness of grade M10 made of C&D waste from approved manufacturer in

superstructure above plinth level up to floor V level

26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 7,590.90 5.00 37,954.50

Providing and laying half block masonry with factory made Precast concrete

solid blocks of 100 mm thickness of grade M10 made of C&D waste from

approved manufacturer in foundation and plinth in:

26.70.1 Cement mortar 1:4(1 cement : 4 coarse sand) Sqm 695.40 40.00 27,816.00

Providing and laying half block masonry with factory made Precast concrete

solid blocks of 100 mm thickness of grade M10 made of C&D waste from

26.71 approved manufacturer in superstructure above plinth level up to floor V

26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 853.75 40.00 34,150.00

Providing and laying 60mm thick factory made cement concrete paver block

of approved shape and colour of M -30 grade made of C&D waste by block

26.72 making machine with vibratory compaction laid in required pattern and Sqm 748.00 96.00 71,808.00

including over 50mm thick compacted bed of coarse sand, filling the joints

with fine sand etc. all complete as per the direction of Engineer-in-charge.

TOTAL ROAD WORKS 58,75,095.78

SUB HEAD XIII-HORTI-CULTURE DSR 2018

Trenching in ordinary soil up to a depth of 60 cm including removal and

stacking of serviceable materials and then disposing of surplus soil, by

spreading and neatly levelling within a lead of 50 m and making up the

trenched area to proper levels by filling with earth or earth mixed with sludge

or / and manure before and after flooding trench with water (excluding cost of

imported earth, sludge or manure).

Supplying and stacking of good earth at site including royalty and carriage

2.2 upto 5 km lead complete (earth measured in stacks will be reduced by 20% Cum 469.50 368.67 1,73,091.97

Supplying and stacking at site dump manure from approved source,

2.4 including carriage upto 5 km lead complete (manure measured in stacks will

be reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S. designation 20 mm Cum 229.95 55.30 12,716.45

2.5 Rough dressing the trenched ground including breaking clods. Sqm 1.30 1,228.91 1,597.58

Mixing earth and sludge or manure in the required proportion specified or

directed by the Officer-in-charge

Digging holes in ordinary soil and refilling the same with the excavated earth

mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked

volume of earth after reduction by 20% : 1 part of stacked volume of manure

after reduction by 8%) flooding with water, dressing including removal of

rubbish and surplus earth, if any, with all leads and lifts (cost of manure,

sludge or extra good earth if needed to be paid for separately)

2.14.1 Holes 1.2 m dia and 1.2 m deep Each 305.35 42.00 12,824.70

Providing & laying Selection no.1 grass turf with earth 50mm to 60mm

thickness of existing ground prepared with proper level and ramming with

2.34 required tools wooden and than rolling the surface with light roller make the Per Sqm 84.35 850.00 71,697.50

surface smoothen and light watering the same maintenance for 30 days or

more till the grass establish properly,as per direction of officer in charge

Supplying & Stacking of Selection No.1/doob grass at site fresh & freefrom

2.35 weeds having proper roots in green including loading, unloading, carriageand Per Sqm 50.80 850.00 43,180.00

all taxes paid etc.and as per direction of officer in charge.

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in

big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big

polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm.

in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly

bags of size 25 cm as per direction of the officer-in-charge.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm.in

big poly bags of size 25 cm as per direction of the officer-in-charge.

TOTAL HORTICULTURE WORKS RS. 3,37,652.77

SUB HEAD-XIV NON SCHEDULE ITEMS

Providing and fixing brass SS finish door viewer dia 13.5mm body suitable for

16mm to 40mm door thickness.( Magic Eye )

SLIDING MECHANISUM WITHOUT SENSOR ( Including all necessary

Providing and fixing stainless steel grade 304 wire gauge with 0.5 mm dia.

Wire and 1.4 mm wide aperture with matching Aluminium beading in

aluminium door, window, ventilator shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as per the architectural drawings and

the directions of engineer-in-charge . (Cost of aluminium snap beading shall

be paid in basic item):

Providing and fixing Stain finished Stainless Steel 316 glass door Floor Lock

with screws etc. complete :

Providing and fixing Combi. finished Stainless Steel 316 glass door pull

handles 450x25mm (pair of handle) dia with screws etc. complete :

Providing and fixing Stain finished Stainless Steel 316 glass door Stopper

with screws etc. complete :

Granite work gang saw cut (polished and machine cut ) of thickness 30mm

for wall lining , backing filled with a grout of average 12mm thick in cement

CNS-7 mortar 1:3 (1 cement : 3 coarse sand) , including pointing with white cement sqm 6,838.00 269.76 18,44,618.88

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

match the granite shade .

EPDM Rubbergard Membrane.Water proofing :-Horizontal area: Providing

and laying a layer of 200 gsm Geotextile is loose laid on Lean concrete

substrate. The geotextile membrane must be overlapped for 75mm. The

overlapping joint may be secured by Stitching or Bonding Adhesive or hot air

gun as convenient to the waterproofing applicator. EPDM Rubbergard :

Prividing & Laying 1.1 mm EPDM membrane confirming to above mentioned

technical values is loose laid over the geotextile layer.The width of EPDM

sheet should be minimum 9 meter or large as possible to minimize the

number of joints.Adjacent sheet shall be laid in similar fashion with an overlap

of minimum 100mm . Min 75mm wide rubber polymers butyl splice tape

having 100% solid content together with synthetic-rubber polymer primer

having 16-18% solids, Specific Gravity 0.793 and Flash point-17.8 degree

centigrade, should be used to make watertight QuickSeam between 2 EPDM

Vertical wall:The surface of wall shall be smooth, hard,dry and free from dust

before applying treatment. 1.1mm thick EPDM Rubbergard confirming to

above standards is fully bonded to the RCC substrate using FM approved

solvent based Neoprene Bonding adhesive. having following parameters : A

blend of Polychloroprene and SBR rubbers Solvents: A blend of Acetone,

Hexane, Toluene and Xylene; Viscosity: 3,300-3,800 cps, with R.V.F. #3

spindle@ 10 rpm,Weight/ Gallon:6.6-7.4 lb/gal, Specific Gravity:

0.7909-0.8868; V.O.C. Content: 5.282 lb/gal (633 g/L). All the insertions shall

be treated with uncured EPDM. The treatment to be terminated atleast at the

height of 300mm above the roof floor level using termination bar and

appropriate fasteners. Water block sealant should be used on top edge

behind membrane and lap sealant should be applied on the edges of

termination detail.Uncured EPDM flashing material factory laminated to splice

tape should be used to flash inside and outside corners, pipes, drain outlets,

scuppers and other penetrations or unusually shaped walls/details where the

use of cured membrane flashing is not practical.

CNS-9 Horizontal Surface Sqm 1,511.00 3,100.00 46,84,100.00

Providing & Laying 10mm thick Drainage board with prefixed geotextile for

Basement roof all complete as per direction of engineer-in charge.

Core Cutting & Sealing up to 150mm dia in R.C.C. floors and roofs/ wall for

passing drain pipe etc. and repairing the hole after insertion of drain pipe etc.

with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone

CNS-11 aggregate 20 mm nominal size) including finishing complete so as to make it 396.00 544.00 2,15,424.00

leak proof. all complete as per direction Engineer in charge

Transplanting the marked trees of various species and girth to the place

shown by Engineer/Engineer’s representative within a lead of 1.5km, with all

tools, plants,man & machinery and necessary preparation such as per

direction Engineer in charge

2 Dislodging, lifting, transportation and transplanting tree from original place

to the new place including all arrangement, T&P Labour etc. for successfully

completing the work. The work will include

Excavating pits of adequate size, arranging loose soil, mixing of manure,

fertilizer, insecticides etc. to ensure survival of the trees being transplanted.

as per direction Engineer in charge and Government of National Capital

Territory of Delhi Tree Transplantation Policy 2020

CNS-13 (b) Girth more than 30cm but upto 50 cm Each 8,461.00 5.00 42,305.00

CNS-14 (c) Girth more than 50cm but upto 75 cm Each 10,879.00 8.00 87,032.00

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

CNS-15 (d) Girth more than 75cm but upto 1.25m Each 14,505.00 4.00 58,020.00

CNS-16 (e) Girth more than 1.25m but upto 2.00mts Each 20,549.00 2.00 41,098.00

CNS-18 Extra for lead up to 5 KM beyond 1.5 KM (all girths of trees) Each 500.00 1.00 500.00

CNS-19 Extra for lead up to 10 KM beyond 5 KM (all girths of trees) Each 900.00 1.00 900.00

CNS-20 Extra for lead up to 15 KM beyond 10 KM (all girths of trees) Each 1,200.00 1.00 1,200.00

CNS-21 Extra for lead up to 20 KM beyond 15 KM (all girths of trees) Each 1,400.00 1.00 1,400.00

CNS-22 Extra for lead up to 25 KM beyond 20 KM (all girths of trees) Each 1,800.00 1.00 1,800.00

Quarterly Maintenance of trees i.e. watering, manuring, soil mixing of manure

fertilizer insecticides etc. to ensure survival of the trees being transplanted as

per as per direction Engineer in charge and Government of National Capital

Territory of Delhi Tree Transplantation Policy 2020

CNS-23 (a) Girh Upto 30 cm Each 604.00 10.00 6,040.00

CNS-24 (b) Girth more than 30cm but upto 50 cm Each 846.00 5.00 4,230.00

CNS-25 (c) Girth more than 50cm but upto 75 cm Each 1,088.00 8.00 8,704.00

CNS-26 (d) Girth more than 75cm but upto 1.25m Each 1,451.00 4.00 5,804.00

CNS-27 (e) Girth more than 1.25m but upto 2.00mts Each 2,055.00 2.00 4,110.00

Providing and laying weather and Ultravoilet Resistant, Water Repellent,

Dust, Dirt and Stain Resistant, Fungus and Algae Resistant natural none

pigmented texture (95 to 98% natural crushed stone dust/powder and 2 to

pigments) of approved make with final coat of texture with stone chips

(attainable thickness: 0.70 to 0.90mm to offer grooved finish) applied with

CNS-29 trowel over a coat of texture without chips (attainable thickness: 0.50 to Sqm 610.00 11,036.67 67,32,369.74

0.70mm to offer smooth surface as base coat) over a repair check with

exterior grade putty over a coat of acrylic primer mixed with wall sealer in the

ratio of 1:1 complete as approved by Engineer-in-charge. Finally one coat of

water base acrylic protection coat applied with roller and brush to make

surface streak resistance.

Providing and fixing Modular Wardrobe with specified height & width as

shown in the drawing, fabricated with 18mm thick Prelaminated frosty white

ply of M.R Grade and 18mm thick openable shutter with 1mm thick Laminae

CNS-30 on both sides having Hardware like KA Silent Runner 500mm, inges,Locking Sqm 12,620.00 314.79 39,72,649.80

arrangements, Wardrobe rail,Handles, Connector's and edge banding on all

sides etc. all complete as per satisfaction of the Engineer-in-Charge.( Front

area shall be measured for Payment )

Providing and fixing Modular Kitchen as per the detailed design and drawing

with specified width as shown in the drawing, fabricated with 18mm thick

Prelaminated frosty white ply of M.R Grade and 18mm thick openable shutter

CNS-31 with 1mm thick Laminae on both sides having Hardware like KA Silent Sqm 15,011.00 155.88 23,39,914.68

Runner, Cargotech MBaskets. Cargo Series Dish Rack, Hinges, Handles etc.

all complete as per satisfaction of the Engineer-in-Charge. ( Front area shall

be measured for Payment )

Providing and fixing of Side Mount Modular Railing with 5 nos in fill tube dia

16x1.5mm , with Handrail made of 50 mm dia tube of 1.50 mm thick Grade

SS 304 with all modular accessories ( Bends, Pipe connector & Balustrade)

at required locations, total height of railing including 950 mm from finished

floor level, No welding to be done at site Complete railing will be factory

finished & Fixing of infill tube holder in Vertical post through Flow drill

threading process for extra grip. fixing of balustrade by SS 304 with

Providing and fixing of wall Mount Modular Railing with Stainless steel 304

Handrail fixed with Bracket & Handrail made of 50 mm dia tube of 1.50 mm

CNS-33 thick with all modular accessories ( Bends, Pipe connector & Grus bracket) at Rmt 3,602.00 350.00 12,60,700.00

required locations, No welding to be done at site Complete railing will be

factory finished. fixing of Bracket by Screw Fasteners.

Providing and fixing chicken wire mesh in junction RCC and brick walls, over

brick walls and over all chasing over brick wall for electrical & plumbing

conduits pipe any other chasings etc. and chicken wire mesh should be fixied

firmly with U nails 500 mm centre to centre both ways before plastering the

chicken wire mesh fixed brick wall incl. RCC surface for internal and external

Providing & Laying Cement concrete flooring 1:2:4 - up to 25 mm thick (1

cement : 2 coarse sand : 4 graded stone aggregate 6/8 mm nominal

size) ,This includes cost of cement slurry, mixing and placing complete in all

respects, above or below plinth level, at all floors.

Supply and installation at site 35 mm thick GLASS FIBRE REINFORCED

CONCRETE JALI, produced in accordance with PRE CAST INSTITUTE

MANUAL 128 EDN 4, conforming to approved drawings. Product

manufactured using compositions of Alkali Resistant Glass Fibers, High Silica

Sand and white cement as raw materials.( Conforming to relevant Indian and

ASTM standards)

Diamond Sawing of RCC Wall/Slab for making openings wherever required

at all heights and areas : up to 300 mm thick Wall

Diamond Sawing of RCC Wall/Slab for making openings wherever required

at all heights and areas : up to 150 mm thick Wall

Rebar Fixing with HILTI HY-500 Chemical or equivalent as approved by EIC

8-10 mm dia hole & Embedment depth 200 mm / as recommended by the

12-16 mm dia hole & Embedment depth 200 mm / as recommended by the

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works

SI.No. Description of Item Unit Rate Quantity Amount DSR Amount NON-DSR

20-25 mm dia hole & Embedment depth 250 mm / as recommended by the

Supply and installation at site following fire resistant Fire Door Accessories

complete in all respects:

Mortise Dead Lock : 80 mm with both side key cylinder tested to 100000

cycles with 2 hrs. Fire rating

Panic Trim : with 2 hrs. Fire rating No. 6,919.00 10.00 69,190.00

Panic Bar-Single Leaf: with 2 hrs. Fire rating No. 11,310.00 5.00 56,550.00

Panic Bar-Double Leaf : with 2 hrs. Fire rating No. 24,616.00 5.00 1,23,080.00

SS D Handle : 300 mm long, 22 mm dia, SS 304 Grade No. 2,462.00 50.00 1,23,100.00

Door Closer : with 2 hrs. Fire rating No. 3,526.00 50.00 1,76,300.00

Vision Panel (0.3 x 0.5) : with 2 hrs. Fire rating No. 8,393.00 50.00 4,19,650.00

TOTAL ( NON SCHEDULE ITEMS ) RS. 3,07,53,713.35

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII,

R.K. Puram, New Delhi

SUMMARY - Plumbing Internal & External, WTP & STP Works

DSR Amount MR Amount

S. No. Description of Item

SUB HEAD - I - (SANITARY FIXTURES &

INTERNAL PLUMBING)

SUB HEAD - II - (SOIL, WASTE, RAIN

WATER AND VENT PIPES)

3 SUB HEAD - III - (WATER SUPPLY) 53,903 19,86,215

SUB HEAD - IV - (SEWERAGE AND

SUB HEAD - V - EXTERNAL WATER

6 SUB HEAD - VI - WTP 0 35,59,119

7 SUB HEAD - VII - STP 0 36,61,975

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

SUB HEAD - I - (SANITARY FIXTURES & INTERNAL

Providing & fixing white vitreous china extended wall

mounted type European type water closet with Flushing

PVC Concelaed Cistern and internal fittings and internal

fittings with C.P. bolts, nuts, C.I. chair or other hanging

arrangement, with white solid plastic seat and cover with

lid, C.P. brass hinge rubber buffers, with accessories, C.I/

M.S. brackets painted with two or three coats of enamel

paint of approved shade over a coat of primer. C.P. brass

screws and wooden cleats, including cutting and making

good the wall and floors wherever required.

Providing and fixing, testing and commissioning of

concealed type cistern comprising of actuator button

facia assembly including chair bracket ,drainage pipe &

wall mounting framing brass / SS screws and washer

complete, cutting and making good the walls floors

wherever required

Providing, fixing, testing and commissioning of white

colour vitreous china below / over counter Oval Wash

Basin / circular basin (Size 560 x 410 mm or as/

3 M.R. architectural detail drawing) with CP brass waste 158 Each 1,882.00 0.00 2,97,356.00

assembly complete including CI / MS brackets duly

painted, cutting and making good the walls floors

wherever required.

Providing, fixing, testing and commissioning of CP brass

bottle trap with wall connection pipe for wash basins.

Providing and fixing 600 x 450mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm

thick hard board ground fixed to wooden cleats with C.P.

brass screws and washers complete in all respect

Providing and fixing C.P. brass towel ring with C.P. brass

wall brackets & C.P brass screws complete in all respect

Providing and fixing unplasticised PVC connection pipe

with brass unions, 45 cm length.

7.1 15 mm dia nominal bore 682 Each 185.00 0.00 1,26,170.00

Providing and fixing C.P. brass liquid soap container with

C.P. brass lid and brackets fixed to wall with wooden

8 M.R. cleats and C.P. brass screws, including cutting and 158 Each 1,015.00 0.00 1,60,370.00

making good the walls wherever required complete in all

9 17.34 Providing and fixing toilet paper holder.

Providing and fixing CP brass twin coat hooks fixed on

10 M.R. toilet door/wall with CP brass screws, complete in all 158 Each 447.00 0.00 70,626.00

Providing and fixing stainless steel kitchen sink as per

I.S.13983 with C.I brackets and stainless steel plug

11 17.10 40mm including painting of fittings and brackets, cutting

and making good the walls wherever required complete

17.10. Kitchen sink with drain board 510 x 1040 bowl depth 200

Providing, fixing, testing and commissioning of C.P. brass

12 M.R. single hole sink mixer with CP wall flange, swinging

spout complete as required and making good.

Providing, fixing, testing and commissioning of C.P. brass

13 M.R. Single hole basin mixer including connecting pipe 158 Each 857.00 0.00 1,35,406.00

complete as required.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and Fixing, testing & commissioning of ABS

14 M.R. Health Faucet (complete with hook and flexible tube min. 158 Each 764.00 0.00 1,20,712.00

Length 1.0 m) as required complete in all respect

Providing and Fixing, testing & commissioning of chrome

15 M.R. plated brass battery based infrared sensor operated pillar

cock, having foam flow technology.

Providing & Fixing Aerosol Perfume Dispenser fixed to

wall /door with wooden cleats and C.P brass screws

including cutting and making good the walls wherever

required complete in all respect

Providing and Fixing, testing & commissioning of position

storage type automatic electric water heater pressure/

non pressure type thermostratically controlled, single

phase, vertical wall mounted of approved make ( to the

17 M.R. approval of Engineer-in-charge) with thermostats, inner

container of stainless steel complete with 1 Mtr three

core flexible cord with plug, non return valve and

pressure release valve complete including fixing and

testing complete in all respect.

17.1 25 litre capacity water heater 183 Each 7,168.00 0.00 13,11,744.00

Providing and Fixing, testing & commissioning of C.P.

18 M.R. brass long body bib cock of approved quality conforming

to IS standards and weighing not less than 690 gms.

Providing and Fixing, testing & commissioning of C.P.

19 M.R. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931.

Providing, fixing, testing and commissioning of bathing

20 M.R. faucets including necessary wall chases and making

Single lever wall mixer with spout, adjustable OH shower

20.1 with arm and wall flange complete with wall flange 156 Each 3,198.00 0.00 4,98,888.00

diverter assembly with Non-return Valves.

Total Carried to Summary 5,85,327.60 72,66,816.00

SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND

1 17.35 Providing and fixing soil, waste and vent pipes.

1.1 100 mm dia.

1.1.1 Cast Iron Hubless Pipes & Fittings as per IS:15905 2841 Metre 1,051.75 29,87,495.88 0.00

1.2 75 mm dia.

1.2.1 Cast Iron Hubless Pipes & Fittings as per IS:15905 717.6 Metre 859.55 6,16,813.08 0.00

1.3 M.R. 150 mm dia.

Cast Iron Hubless Pipes & Fittings as per IS:15905 230.47 Metre 1,222.00 0.00 2,81,638.25

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

10x10x10 cm 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.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing bend of required degree with access

17.38 door, insertion rubber washer 3 mm thick, bolts and nuts

3.1.1 Cast Iron Hubless Pipes & Fittings as per IS:15905 64 Nos. 548.60 35,110.40 0.00

3.2.1 Cast Iron Hubless Pipes & Fittings as per IS:15905 35 Nos. 438.30 15,340.50 0.00

3.2 M.R. For 150 mm dia. Pipe

Sand cast iron S&S as per IS-15905 10 Nos. 727.00 0.00 7,270.00

4 17.39 Providing and fixing plain bend of required degree.

4.1.1 Sand cast iron S&S as per IS-15905 710 Nos. 343.90 2,44,169.00 0.00

5 MR Providing and fixing heel rest sanitary bend.

5.1 100 mm dia

5.1.1 sand cast iron S&S as per IS-15905 54 Nos. 239.00 0.00 12,906.00

Providing and fixing double equal plain junction of

required degree.

5.1.2 Sand cast iron S&S as per IS-15905 15 Nos. 644.00 0.00 9,660.00

5.2.1 Sand cast iron S&S as per IS-15905 15 Nos. 1,416.00 0.00 21,240.00

Providing and fixing single equal plain junction of

6 17.43 required degree with access door, insertion rubber

washer 3mm thick, bolts and nuts complete.

6.1.1 sand cast iron S&S as per IS-15905 227 Nos. 722.55 1,64,018.85 0.00

Providing and fixing single equal plain junction of

required degree

7.1.1 sand cast iron S&S as per IS-15905 149 Nos. 571.35 85,131.15 0.00

7.2.1 sand cast iron S&S as per IS-15905 10 Nos. 1,157.00 0.00 11,570.00

Providing and fixing single unequal junction of required

8 17.47 degree with access door, insertion rubber washer 3mm

thick, bolts and nuts complete.

8.1.1 sand cast iron S&S as per IS-15905 53 Nos. 916.55 48,577.15 0.00

8.2.1 sand cast iron S&S as per IS-15905 10 Nos. 1,277.00 0.00 12,770.00

9 17.56 Providing and fixing terminal guard.

9.1.1 sand cast iron S&S as per IS-15905 38 Nos. 397.40 15,101.20 0.00

9.2.1 sand cast iron S&S as per IS-15905 16 Nos. 284.40 4,550.40 0.00

10 MR Providing and fixing collar

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Sand cast iron S&S as per IS-15905 67 Nos. 351.00 0.00 23,517.00

Sand cast iron S&S as per IS-15905 823 Nos. 231.00 0.00 1,90,190.00

Sand cast iron S&S as per IS-15905 208 Nos. 162.00 0.00 33,696.00

Providing and fixing M.S. stays and clamps for sand cast

iron / centrifugally cast (spun) iron pipes of diameter :

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: (F.T. + U.T.)

17.60. 100 mm inlet and 100 mm outlet (Sand cast iron S&S as

1.1 per IS: 3989

Painting sand cast iron / centrifugally cast (spun) iron

soil, waste vent pipes and fittings with paint of any colour

such as chocolate, grey, or buff etc. over a coat of primer

(of approved quality) for new work:

13.1 MR 150 mm diameter pipe 230 Metre 126.00 0.00 28,980.00

Providing and fixing G.I. (class-C) pipes and fittings

conforming to IS: 1239 clamps and hinges including

cutting chases and holes and making good the walls and

ceiling for waste pipes from wash basins, urinals kitchen

sink and equipment waste connections pump deliveries &

suction & condensate drainage as directed.

Providing and laying in position cement concrete of

15 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level:

1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate

20mm and down gauge).

Providing, fixing and jointing UV stabilized uPVC rain

water pipes conforming to IS:4985 (working pressure 6

kg/sqcm.) including all fittings such as bends, clamps,

tees, cowls, clean out plugs etc including Fixing at wall /

ceiling level supported by steel clamps & hangers etc.

including Cutting, chases/holes in floors / walls / slab and

making good the same after pipe have been duly laid and

testing complete in all respects.

16.1 (I) Single socketed pipes

200 mm diameter R.O. Metre 952.00

Providing & fixing 75mm x 50mm G.I. waste with

reducing elbow & nipple cutting chases, the floor / slab,

repairs complete as required and connection to GI / CI

Providing and fixing Heavy Class SS grating with of

approved design including setting in floor with cement

motor to match with floor finish as per architect

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing Heavy Class SS grating with

Cockroach proof SS strainer of approved design

19 MR including setting in floor with cement motor to match with 208 Nos. 769.00 0.00 1,59,952.00

floor finish as per architect requirement suitable for

Providing and fixing G.I. EXTENSION PIECE for 100 mm

dia floor trap formed out of main pipe (Type A) with

multiple side inlets, suitable for various dia pipes, side

20 MR connections, including all fixtures and fittings as per site 208 Nos. 1,227.00 0.00 2,55,216.00

conditions and as per standard details and water tight

sealing of joints and area surrounding the grating and as

Providing and fixing cleaning eye on horizontal CI soil &

waste pipes of 300 mm long GI medium class pipe with

one plain end lead caulked in to the collar of CI pipe and

21 MR the other end with flange which in covered by neoprene

rubber gasket and blank flange, complete with nuts, bolts

etc and hot dip galvanization after fabrication to the

satisfaction of Engineer in Charge

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

22 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, 171 Nos. 244.05 41,732.55 0.00

finished with 12 mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement, rounding the

edges and making and finishing the outlet complete.

Providing and fixing to the inlet mouth of rain water pipe

23 12.44 cast iron grating 15 cm diameter and weighing not less 171 Nos. 47.25 8,079.75 0.00

than 440 grams.

Constructing brick masonry surface drain with bricks of

class designation 7.5 in cement mortar 1:4 (1 cement : 4

coarse sand) including earth excavation, 10cm thick bed

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

stone aggregate 20 mm nominal size) and 25 mm thick

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

24 MR stone aggregate 12.5 mm nominal size) for filling

haunches including 12 mm cement plaster 1:4 (1

cement : 4 coarse sand) with a floating coat of neat

cement inside the drain, its top and exposed side and

12mm thick external plaster with cement mortar 1:6 (1

cement : 6 coarse sand) including connection to existing

drain and disposal of surplus earth.

24.1 30 cm drain 50cm average depth 150 Metre 3,547.00 0.00 5,32,050.00

Extra depth for 30 cm wide and 50 cm to 60 cm average

Providing and fixing in position CI drain covers including

26 MR perforation as required over drains for the following

for 30 cm wide drain sleeve size 75cm x 60cm & 5cm

Providing and fixing of C.I. Grating 150 mm x 150 mm 10

mm thick including all fitting and accessories and cutting

and making good the walls, floor and R.C.C. work

complete (For Basement Drain Pipe).

Total Carried to Summary 57,49,193.55 28,49,767.60

SUB HEAD - III - (WATER SUPPLY)

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) SDR-11 pipes, having thermal stability for hot &

cold water supply, including all CPVC plain & brass

1 MR threaded fittings, including fixing the pipe with clamps at

1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Internal work - Exposed on wall

1.1 15 mm dia nominal bore 20 Metre 51.00 0.00 1,020.00

1.2 20 mm dia nominal bore 20 Metre 72.00 0.00 1,440.00

1.3 25 mm dia nominal bore 20 Metre 114.00 0.00 2,280.00

1.4 32 mm dia nominal bore 20 Metre 177.00 0.00 3,540.00

1.5 40 mm dia nominal bore 20 Metre 248.00 0.00 4,960.00

Providing and fixing, testing and commissioning of

chlorinated polyvinly chloride (CPVC) CTS SDR 11 hot &

cold water pipes conforming to IS capable to withstand

27.6 kg/cm² at room tempreature water and 7.03 kg/cm²

at 82°C and all fittings of CPVC SDR 11 like elbow, tee,

2 MR reducers, couplers, brass threated male & female

(adapoters, elbow, tees) and pipe clamps at 1.00 m

spacing. The pipe fitting joining to be done with solvent

cement as per manufacturers specifications &

recommendations. This includes testing of joints

complete as per direction of Engineer-Incharge.

Concealed work, including cutting chases and making

good the walls etc.

2.1 15 mm dia nominal bore 1364 Metre 51.00 0.00 69,558.90

2.2 20 mm dia nominal bore 638.25 Metre 72.00 0.00 45,954.00

Providing and fixing, testing and commissioning of GI

pipes Class-C and fittings conforming to IS:1239 (heavy

class) complete with GI fittings (union and clamps

including cutting holes in wall, makes chases in wall and

3 MR making good the same in cement mortar 1 : 2 (1 cement :

2 coarse sand) as directed by Project Manager, complete

in all respects for internal works) including pipe supports

with galvanised MS slotted angle iron, clamps, spacers

as required and making good where required.

Internal work - Exposed on wall

3.1 15 mm dia nominal bore 120.75 Metre 120.00 0.00 14,490.00

3.2 20 mm dia nominal bore 212.75 Metre 153.00 0.00 32,550.75

3.3 25 mm dia nominal bore 356.5 Metre 218.00 0.00 77,717.00

3.4 32 mm dia nominal bore 373.75 Metre 278.00 0.00 1,03,902.50

3.5 40 mm dia nominal bore 617.55 Metre 328.00 0.00 2,02,556.40

3.6 50 mm dia nominal bore 465.75 Metre 461.00 0.00 2,14,710.75

3.7 65 mm dia nominal bore 247.25 Metre 562.00 0.00 1,38,954.50

3.8 80 mm dia nominal bore 264.5 Metre 706.00 0.00 1,86,737.00

3.10 150 mm dia nominal bore 11.5 Metre 1,511.00 0.00 17,376.50

Painting of exposed pipes with two or more coats of

synthetic enamel paint of approved quality over a coat of

red oxide zinc cromate primer including painting of

legends in English with direction arrows.

4.1 15 mm dia nominal bore 120.75 Metre 19.00 0.00 2,294.25

4.2 20 mm dia nominal bore 212.75 Metre 24.00 0.00 5,106.00

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

4.3 25 mm dia nominal bore 356.5 Metre 34.00 0.00 12,121.00

4.4 32 mm dia nominal bore 373.75 Metre 38.00 0.00 14,202.50

4.5 40 mm dia nominal bore 617.55 Metre 45.00 0.00 27,789.75

4.6 50 mm dia nominal bore 465.75 Metre 50.00 0.00 23,287.50

4.7 65 mm dia nominal bore 247.25 Metre 59.00 0.00 14,587.75

4.8 80 mm dia nominal bore 264.5 Metre 71.00 0.00 18,779.50

4.9 100 mm dia nominal bore 287.5 Metre 83.00 0.00 23,862.50

4.10 150 mm dia nominal bore 11.5 Metre 106.00 0.00 1,219.00

Providing and fixing Nitrile Rubber Insulation 9 mm thick

5 MR on hot water supply/return pipes without outer

mechanical protection

5.1 15 mm dia. (9 mm thickness) 639.4 Metre 35.00 0.00 22,379.00

5.2 20 mm dia. (9 mm thickness) 1 Metre 41.00 0.00 41.00

Providing & fixing full way lever operated forged brass

ball valve of brass body with forged brass hard chrome

6 MR plated steel ball tested to a pressure not less than 10

Kg / sqcm with threaded / flanged joints complete with

nuts, bolts, gaskets, washers etc.

Providing and fixing Butter fly valve with nitrile seat and

stainless steel stem with lever operation and cast iron

7 MR body in powder coated finish, suitable for test pressure of

10Kg/sq.mm) with flanges, gaskets and necessary pad

locking arrangement complete required.

Providing and fixing C.I. dirt box strainer for bulk type

8 18.61 water meter with nuts, bolts, rubber insertions etc.

complete conforming to IS : 2373 :

Providing and laying in position cement concrete of

9 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level:

1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate

20mm and down gauge).

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing motorised butterfly valve with float

type sensors suitable for 240 volts with working pressure

rating of not less than 5 kg/cm2 with control panel and

10 MR sensors to open valve when water level is low in tanks

and to close when water level is high in water tanks

including necessary cables, conduits, upto junction box

etc., complete.

Providing, fixing and testing and commissioning of GI

pipes Class 'C' (heavy duty) of approved make

conforming to IS 1239-1982 complete with G.I. fittings

such as tees, crosses, plugs, sockets, elbows, reducers,

unions, sleeve pieces, check nuts etc including jointing

with C.I. pipes (wherever required), cutting & making

holes ,making good the walls, floors, R.C.C. work etc.

including filling the same. (Pipe running at Basement

Ceiling Level for drainage Sump pump Discharge header

Total Carried to Summary 53,902.60 19,86,215.05

SUB HEAD - IV - (SEWERAGE AND DRAINAGE)

Excavating trenches of required width for pipes, cables,

etc including excavation for sockets, and dressing of

sides, ramming of bottoms, depth up to 1.5m 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 50m

2.10.1 Pipes, cables etc. exceeding 80mm dia. But not

.2 exceeding 300mm dia.

Extra over for item no. 1.1 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 up to 1.5 metre)

2.11.1 Pipes, cables etc. exceeding 80mm dia. But not

.2 exceeding 300mm dia.

Providing and laying non-pressure NP3 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.

Providing and laying cement concrete 1:5:10 (1 cement :

5 coarse sand : 10 graded stone aggregate 20 mm

nominal size) up to haunches of S.W./RCC pipes

including bed concrete as per standard design :

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:

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and laying cement concrete 1:5:10 (1 cement :

5 fine sand : 10 graded stone aggregate 20 mm nominal

size) alround S.W./RCC pipes including bed concrete as

per standard design:

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm 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 leveled

and neatly dressed. (For Manholes)

Constructing brick masonry manhole cement mortar 1:4

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

( 1cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size ), foundation concrete 1:4:8 mix

(1cement : 4 coarse sand : 8 graded stone aggregate 20

mm 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 necessary

channels in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement complete as

per standard design.

Inside size 90 x 80 cm and 45 cm deep including C.I.

cover with frame (light duty) 455 x 610 mm internal

8.1 19.7.1 dimensions total weight of cover and frame to be not less

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

8.1.1 With F.P.S. bricks with class designation 75 7 Nos. 10,905.05 76,335.35 0.00

Inside size 120x90 cm and 90 cm deep including C.I.

cover with frame (medium duty) 500 mm internal

8.2 19.7.2 diameter, total weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and weight of frame

8.2.1 With F.P.S. bricks with class designation 75 11 Nos. 22,939.65 2,52,336.15 0.00

9 19.8 Extra depth for manholes

Size 90 x 80 cm (With With F.P.S. bricks with class

designation 75)

Size 120 x 90 cm (With With F.P.S. bricks with class

designation 75)

Constructing brick masonry road gully chamber

50x45x60 cm with bricks of class designation 75 in

19.27 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:

11 19.31 Extra depth beyond 45 cm of brick masonry chamber

11.1 For 455 x 610 mm size

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

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

12.1 19.4.1 100x100 mm size P type

12.1. 19.4.1 With common burnt clay F.P.S. (non modular) bricks of

1 .1 class designation 7.5

Providing 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

manufacture's permanent identification mark to be visible

even after fixing, including fixing in manholes with 30 x

20 x 15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal

size) complete as per design.

Constructing brick masonry surface drain with bricks of

class designation 7.5 in cement mortar 1:4 (1 cement : 4

coarse sand) including earth excavation, 10cm thick bed

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

stone aggregate 20 mm nominal size) and 25 mm thick

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

14 MR stone aggregate 12.5 mm nominal size) for filling

haunches including 12 mm cement plaster 1:4 (1

cement : 4 coarse sand) with a floating coat of neat

cement inside the drain, its top and exposed side and

12mm thick external plaster with cement mortar 1:6 (1

cement : 6 coarse sand) including connection to existing

drain and disposal of surplus earth.

14.1 30 cm drain 50cm average depth 30 Metre 3,547.00 0.00 1,06,410.00

Extra depth for 30 cm wide and 50 cm to 60 cm average

Providing and fixing in position SFRC drain covers

16 MR including perforation as required over drains for the

following sizes :-

for 30 cm wide drain sleeve size 75cm x 60cm & 5cm

Material & labour for constructing Silt trap of size

1500mm x 3000mm x 2000mm deep in brick masonry

with bricks of class designation 7.5 in cement mortar 1:6

(1 cement: 6 coarse sand) including necessary

excavation and foundation concrete 150mm thick in 1:3:6

(1 cement : 3 coarse sand : 6 graded stone aggregate of

17 MR 40mm nominal size), inside plaster 12mm thick in cement 1 Each 1,89,200.00 0.00 1,89,200.00

mortar 1:4 (1 cement : 4 coarse sand) finished with a

floating coat of neat cement, C.C. floor, RCC slab in mix

1:2:4 & RCC baffle wall including reinforcement,

centering & shuttering etc. and SFRC manhole cover and

frame 610 x 455 mm heavy duty HD 10 conforming to IS:

12592 complete in all respects as shown on drawing.

Material and labour for Constructing Brick masonry

percolation pit 3m dia and 5m deep with bricks of class

designation 7.5 in cement mortar 1:6, base concrete

1:3:6 below the brick wall, including cost of necessary

excavation in any type of soil, back filling as required in

20cm thick layers, dewatering if any, shuttering and

shoring and disposal of surplus excavated material within

the plot. 2 nos. 300mm dia borings to a depth of 50 metre

(to be measured from the bottom of the percolation pit),

provisioning and fixing 160 O.D. PVC pipes, tested to

6kg/sqcm, in each bore and upto the height of 300mm

above the RCC top slab. The PVC pipe shall be slotted

except 3.0 metres at the top and 3.0 metres below from

the bottom of the percolation pit, which shall be blind. Top

of the PVC pipe shall be covered with PVC Socket &

plug. Each bore around the PVC pipe shall be filled with

pea gravels. The percolation pit shall be filled with river

stone/pebbles as shown in drawings.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

The top slab shall be 150mm thick with RCC (1:2:4)

including nominal reinforcement and 2 nos. heavy duty

560 dia SFRC manhole covers with frames as per

IS:12592 (weight not less than 182 kg) shall be provided

in the top slab. PVC encased 12mm dia steel bar 1 Each 4,25,700.00 0.00 4,25,700.00

Footrests shall be provided 300 centre to centre. The

above shall be provided all as specified and shown on

drawings. 300mm dia RCC pipe for inlet and overflow as

shown on drawings shall be measured separately.

Total Carried to Summary 17,75,120.98 11,42,479.50

SUB HEAD - V - EXTERNAL WATER SUPPLY

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

1.1 Pipes, cables etc, not exceeding 80 mm dia. 115 Metre 223.00 25,645.00 0.00

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

.2 exceeding 300 mm dia

Providing and laying S&S Centrifugally Cast (Spun)/

Ductile Iron pipes confirming to is:8329:

2.1 100 mm dia Ductile Iron Class K-9 pipes 173 Metre 1,114.10 1,92,182.25 0.00

Providing push-on-joints to Centrifugally (Spun) Cast Iron

3 18.70 pipes or Ductile Iron Pipes including testing of joints and

including the cost of rubber gasket

Providing and fixing G.I. pipes complete with G.I. fittings

including trenching and refilling etc.

4.1 80 mm dia nominal bore 20 Metre 866.40 17,328.00 0.00

4.2 MR 100 mm dia nominal bore 20 Metre 985.00 0.00 19,700.00

Painting G.I. pipes and fittings with two coats of anti-

5 18.4 corrosive

bitumastic paint of approved quality :

5.1 80 mm diameter pipe 20 Metre 33.60 672.00 0.00

5.2 MR 100 mm diameter pipe 20 Metre 77.00 0.00 1,540.00

Providing, fixing, joints and testing in position the

following UPVC Pipe conferming to IS:4985 of 6kg sqcm

for garden irrigation system cut to required length pipe to

be laid below level in trenches up to required depth,

including excavation in all kind of soil (hard rock)

dewatering, refilling, watering, ramming and removing the

surplus excavated material and putting 100 m sand

alround and making good the same.

Providing & fixing in position 25 mm dia lawn hydrants

7 MR consisting of 25 mm dia Ball valve, GI nipple and 10 Each 640.00 0.00 6,400.00

threaded hose receiver complete as required.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing C.I. sluice valves (with cap)

8 18.31 complete with bolts, nuts, rubber insertions etc. (the tail

pieces if required will be paid separately) :

100 mm nominal bore 2 Each 4,426.05 8,852.10 0.00

Constructing masonry chamber 90x90x100 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100 mm, top diameter, 160mm bottom

diameter and 180 mm deep (inside) with chained lid and

RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) necessary

excavation 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

Constructing masonry Chamber 60 x 60 x 75 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter

and180 mm deep (inside) with chain lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) necessary

excavation 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.

Constructing masonry Chamber 30 x 30 x 55 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter

and180 mm deep (inside) with chain lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) necessary

excavation 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.

Providing and filling sand of grading zone V or coarser

grade alround the G.I. pipes in external work.

Providing and fixing C.I. double acting air valve of

approved quality with bolts, nuts, rubber insertions etc.

complete (The tail pieces, tapers etc. if required will be

paid separately)

Providing and laying in position cement concrete of

14 4.1 specified grade excluding the cost of centering and

shuttering - All work up plinth level (for thrust block)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing and fixing enclosed type water meter (bulk

type) conforming to IS : 2373 and tested by Municipal

Board complete with bolts, nuts, rubber insertions etc.

(The tall pieces if required will be paid separately)

15.1 100 mm dia nominal bore 1 Each 5,291.70 5,291.70 0.00

Disinfecting C.I. water mains by flushing with water

containing bleaching powder @ 0.5 gms per litre of water

and cleaning the same with fresh water, operation to be

repeated three times including getting the sample of

water from the disinfected main tested in the municipal

laboratory. (@ 1unit for 100 metre length)

100 mm dia Ductile Iron Class K-7 pipes 2 unit 1,773.30 3,058.94 0.00

Total Carried to Summary 5,02,626.32 70,891.50

A. SUBHEAD - VI - WTP

Supply, assembly, erection, testing and commissioning of

pumping system comprising the following:

Vertical/Horizontal centrifugal pumps with mechanical

seal, SS Volute casing and SS impeller connected to

suitable capacity TEFC induction motor suitable for 415 ±

10 % volts, 3 phase, 50 cycles A.C. supply with 100 mm

dia. pressure gauges including MS skid and mounting of

the pumps on the skid. Including pressure vessel (Motor

to be of the same make as the pump)

Domestic Water Filter Feed pump capacity : 120 LPM

Each Pump @ 35 M head (2 Working + 1 Standby)

Domestic Water Transfer pump to OHT capacity : 100

LPM Each Pump @ 75 M head (2 Working + 1 Standby)

Pump Capacity 150 lpm, at 40 m head (1 working + 1

1.3 standby) (Pumps for boosting water supply from UG 1 Set 1,58,707.00 1,58,707.00

Flushing water tank for Garden Hydrant System IN STP)

Flushing water transfer Pump to OHT Capacity 100 lpm,

at 75 m head (2 working + 1 standby) in STP

2 MULTIGRADE SAND FILTER

Supply, installation, testing & commissioning of vertical

self supporting Dual Media Filter (DMF) fabricated from

MS as per IS : 2825, ASMI code, complete with pressure

gauges at inlet & outlet, sample cock, MS face piping

with butterfly valves and all accessories, with initial

charge of filter media for Dual media filter with multi

grade quartz sand & anthracite, lining inside with MS

testing and commissioning complete.

Capacity : 120 Lpm

Filtration rate : 18-20 M³/M²/hr

Max. operating pressure : 3.5 Kg/Sq.cm

Test pressure : 5.5 Kg/Sq.cm

Suggested Diameter :600mm 2 Set 1,09,924.00 2,19,848.00

3 ACTIVATED CARBON FILTER

Supply, installation, testing & commissioning of vertical

self supporting Downflow Activated Carbon Filter (ACF)

fabricated from MS as per IS : 2825, ASMI code,

complete with pressure gauges at inlet & outlet, sample

cock, MS face piping with butterlfy valves and all

accessories, with initial charge of filter media for

activated carbon filter, lining inside with epoxy, testing

and commissioning complete.

a) Capacity : 120 lpm

b) Filtration rate : 15-17 M3/M2/hr

c) Max. operating pressure : 3.5 kg/Sq.cm

d) Test pressure : 5.5 Kg/Sq.cm

Suggested Diameter :600mm 2 Set 1,31,389.00 2,62,778.00

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Supply, assembly, erection, testing, and commissioning

4 of ozonator complete with all accessories etc complete in

all respects for following flow rate

commissioning of magnetic level sensors and controllers,

CPVC probe tube, PP actuating float and all other

equipment required for the performance of the system to

the satisfaction of the engineer in charge complete

including providing and fixing wiring from control junction

box near the UG tank to probes of required length,

interconnection wiring between level controller and the

concerned contactor in the starter panel as required. The

level controller will perform the following functions.

To switch on the pumps (including tube well pumps , All

supply & water treatement pumps ,raw water pumps

(Domestic Water Treatment, Tanks at Terrace etc.) when

a) the level of water in the supply water tank is low and to

cut off the pump when the level in the receiving water

tank is high and switch off the pumps when the level of

water in the supply water tank is low.

To indicate 5 levels of water in all tanks through a control

panel with LEDs

c) To start the pumps in a cyclic order.

The system shall be complete to ensure automatic

quotation of pump in accordance to water level in

respective tanks.

The Contractor will include all the under ground and over

head tanks and all the pumps as required for level control 1 Set 32,522.00 32,522.00

Supply, assembly, erection, testing and commissioning of

SS/CI submersible grinder type pumps, suitable to

handle basement drainage having the following

capacities, complete with 3 phase squirrel cage

submersible motor of required HP for 415 ± 10% volts, 3

phase, 50 Hz. A.C. supply cooled by surrounding liquid,

submersible cable upto main panel within the plant room,

dry running preventor, G.I. guide pulling chain, all the

necessary piping and accessories, valves, delivery

header etc. as required complete in all respects. The rate

will include electrical panel with starters and all

elelectrical switchgear with aal protections etc, cyclic

operation as supplied by the manufacturers. The rate will

also include a three level sensor, controller and level

indication (low, mid and high) system with a sounder for

The pumps will start as follows: (a) At mid level pump 1

will start. (b) At high level pump2 will start and there will

be a sounder alarm for a 2 pump system and for a 3

pump system, the pumps will start as follows: (a) At mid

level pump 1 will start. (b) At second level pump 2 will

start (c) At high level pump 3 will start and there will be a

The above installation shall be complete with sump pump

lifting assembly, ready made electro – galvanized MS

lifting chain, MS pipe header complete with discharge

manifold, flanges, tee, elbow etc. complete including GI

pipe upto the top of sump and including GI union.

Header shall be sized for both pump working under

delivery velocity of 1.5 m/sec.

Capacity of 250 lpm against a total head of 15m (solid

6.1 handling 20-25 mm) (Drainage Sumps) (1 Working + 1 2 Set 2,53,672.00 5,07,344.00

Capacity of 250 lpm against a total head of 15m (solid

6.2 handling 20-50 mm) (Sewer Sumps) (1 Working + 1 1 Set 2,60,176.00 2,60,176.00

Stand by) (CI Body and CI Impeller)

Providing, fixing, jointing and testing in position the

following heavy class G.I. pipes conforming to IS:1239

cut to required lengths including all necessary fittings

(conforming to IS:1879) and specials such as bends,

7 tees, unions, reducers, flanges & plugs etc. fixing at wall/

ceiling level supported by clamps, hangers etc, (to be

galvanized after fabrication) cutting hole in wall/floor/slab

and making good the same good with cement concrete

1:2:4 / fire sealant complete as required.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing two coats of Synthetic enamel paint of

approved shade on pipes and supports as per pipe

8 colour code over a coat of primer. Including painting

of legends with direction arrow as per the approval of

the Consultants / Project Manager.

Supply, installation, testing and commissioning of tanker

inlet connection complete with 80 mm dia GI inlet piping,

9 hose inlet connection, MS cabinet enclosure (epoxy 1 No. 26,668.00 26,668.00

painted after fabrication), pad locking arrangement, inlet

flexible hose complete with all necessary arrangement.

Providing and fixing Butter fly valve Rated for PN16

10 pressure rating including rubber gasket, flanges, nuts,

bolts, washers & painting complete as required.

Providing & fixing C.I. dual plate type check valve tested

to a pressure of 15Kg/sqcm. Including rubber gasket,

flanges, union, nuts, bolts, washers & painting complete

Providing & fixing C.I. 'Y' Strainer (screwed / flanged)

with stainless steel fine wire mesh perforated sheet

basket with necessary flanges / union nuts, bolts &

washers complete as required (on pump suction).

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Providing & fixing in position Vane Type mechanical

water flow meter for following pipe size

TOTAL CARRIED TO SUMMARY 0.00 35,59,119.00

SECTION - VII - SEWAGE TREATMENT PLANT

commissioning of Fully automatic sewage treatment plant

based on MBBR process with sewage handling capacity

100 m3 per day. The entire plant will be constructed in

RCC. The STP shall be designed as water retaining

structures, with necessary chemical dosing as required

1 by the manufacturer's design. All the equipment, piping, 1 Job 5,85,396.00 5,85,396.00

pumps, air blowers and electrical panel to be housed in

the STP skid including M.S. puddle flange (Galvanized),

inlet, outlet, overflow, vent, moving ladders & railing. The

cost will also include any consequential civil work

including making foundations for the structure, pumps,

blowers etc.Sno. (i) to (xi) Complete in all respect

Domestic Sewage from toilets, kitchens, etc. Design to

take consideration of same.

Daily average flow : 100 M3/Day

S. Solids : 200 - 450 Mg/l

COD : 500-600 mg/l

Oil & Grease : 50-750 mg/L

ecoli : 106-107 MPN/100ml

Effluent discharge standard after treatment :-

BOD5 : Less than 5 mg/l

S. Solids : Less than 10 mg/l

COD : Less than 50 mg/l

Oil & Grease : Less than 1 mg/l

The STP shall consist of following units but not limited to

these unit as may be required by the manufacturer's

design. MS PVC coated rungs in all tanks & Platform for

maintenance etc. complete as required.

i) Oil and grease trap

Perforated bar screen chamber including 2 nos. S.S. bar

ii) screens of size 600mm x 750mm having provision for

chain lifting arrangement etc. complete as required.

Collection cum Equalization sump including provision for

iii) aeration will be kept to avoid any smell problems in RCC

MBBR tank with air diffuser and piping complete of

adequate capacity. Fine air bubble jet diffuser with EPDM

iv) seat minimum number of diffusers to be provided as per

manufacturer's recommendations in RCC Construction.

The item shall also include FAB media as required.

Secondary Tube settling tank (with Tubedek media)

hopper bottom type with arrangement of deep well, baffle

v) wall, scum removal arrangement, outlet launders with

arrangement of lifting sludge from the bottom etc.

complete as required in RCC Construction.

Filter feed Water Tank to collect the treated water with

vi) Inlet/Outlet, drain, overflow connection, vent etc.

complete as required of in RCC Construction.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Sludge Holding Tank with suitable sludge disposal pump

vii) of suitable capacity with provision of air diffusion,

supernatant withdrawl arrangement in RCC Construction.

Treated Water Tank to collect the treated water with Inlet/

viii) Outlet, drain, overflow connection, vent etc. complete as

required in RCC Construction.

Air diffuser system with 2 nos. twin-type air blower of

capacity suitable for 100 m3/day at the pressure of 0.50

ix) kg/cm2 each including fine bubble membrane type

diffusers complete with valves & air distribution grid

complete as required.

Providing and fixing all piping (as described below) and

x) isolation control valves, non return valves etc. for making

the system complete.

PVC piping (10kg/sqcm) - For all submerged waste water

MS (C Class) - For all exposed air piping and flexible

braded pipe for submerged air piping.

c) GI (C class) for all other water piping.

Providing and fixing all instrumentation e.g.. Pressure

gauges, level controllers, sensors, rotametres for air,

water digital pH meter at outlet etc. for making the

system complete.

2 EQUALIZED WASTE WATER TRANSFER PUMPS :

Supply, installation, testing & commissioning fully

submersible sewage handling type pump for raw sewage

transfer from equalization tank to aeration tank. The

pump shall have complete SS construction, TEFC

induction motor including pressure gauge, lifting

arrangement for the pump, all necessary piping, valves,

level controller, probes, cable etc. and other accessories

as required Solid handling shall be 20-50 mm.Complete

in all respect.

Capacity : 5.0 M3/hr @ Discharge Head 10 M (1 Working

3 FILTER FEED PUMPS :

Supply, installation, testing & commissioning Horizontal

centrifugal pumps for filtration. The pumps shall be made

of CI casing, bronze Impeller, SS shaft & sleeve,

Mechanical Seal are connected to a TEFC induction

motor mounted on a common channel base frame with

coupling guard, 150 mm dia. pressure gauge with GM

isolation cock, suitable vibration eliminator pads of

approved design. Motor to be suitable for 400/440 V, 3

Phase, 50 cycles AC power supply, including all

necessary piping, valves and other accessories and

concrete foundation complete in all respect.

4 DIGESTED SLUDGE DISPOSAL PUMP :

Supply, installation, testing & commissioning screw

Sludge disposal pump for the disposal of sludge to tanker

or to sludge dry beds. The pumps shall have CI casing,

bronze Impeller & SS shaft & sleeve with mechanical

rotary shaft seal connected by a flexible tier type coupling

to TEFC induction motor mounted on a common channel

base-plate with coupling guard, 150 mm dia. pressure

gauge with GM isolation cock, suitable vibration

eliminator pads of approved design. Motor to be suitable

for including all necessary piping, valves and other

accessories and concrete foundation completein all

respect. (1 Working)

5 SLUDGE RECIRCULATION PUMP :

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Supply, installation, testing & commissioning horizontal,

centrifugal Sludge disposal pump for the disposal of

sludge to tanker or to filter press. The pumps shall have

CI casing, bronze Impeller & SS shaft & sleeve with

mechanical rotary shaft seal connected by a flexible tier

type coupling to TEFC induction motor mounted on a

common channel base-plate with coupling guard, 150

mm dia. pressure gauge with GM isolation cock, suitable

vibration eliminator pads of approved design. Motor to be

suitable for including all necessary piping, valves and

other accessories and concrete foundation complete in

6 MULTIGRADE SAND FILTER :

Supply, installation, testing & commissioning of vertical

self supporting Dual Media Filter (DMF) fabricated from

FRP/MS as per IS : 2825, ASMI code, complete with

pressure gauges at inlet & outlet, sample cock, automatic

multiport valves, PVC face piping with ABS multiport

valves and all accessories, with initial charge of filter

media for Dual media filter with multi grade quartz sand &

anthracite, lining inside with PP and FRP wounded

outside, testing and commissioning complete in all

a) Capacity : 8.5 M3/hr

b) Filtration rate : 18-20 M3/M2/hr

c) Max. operating pressure : 3.5 kg/Sq.cm

d) Test pressure : 5.5 Kg/Sq.cm 1 Set 1,56,106.00 1,56,106.00

7 ACTIVATED CARBON FILTER :

Supply, installation, testing & commissioning of vertical

self supporting Activated Carbon Filter (ACF) fabricated

from FRP/MS as per IS : 2825, ASMI code, complete

with pressure gauges at inlet & outlet, sample cock, PVC

face piping with automatic ABS multiport valves and all

accessories, with initial charge of filter media for

activated carbon filter, lining inside with PP and FRP

wounded outside, testing and commissioning complete in

a) Capacity : 8.5 M3/hr

b) Filtration rate : 15-17 M3/M2/hr

c) Max. operating pressure : 3.5 kg/Sq.cm

d) Test pressure : 5.5 Kg/Sq.cm 1 Set 1,71,716.00 1,71,716.00

Approval from pollution board for construction and

operation etc complete as required including arranging

raw sewage for testing and commissioning Contractor

8 shall include the cost of all chemicals consumed during 1 Job 2,60,176.00 2,60,176.00

testing & commissioning and the cost of such items of

works which are not explicitly mentioned above but are

mandatory to have pollution board approval.

Supply, erection & commissioning of PP plate, CI base

frame Filter Press with manual operation mechanism.

The Filter press should be complete with frame , filter

cloth, handle, effluent water tray & sludge disposal tray.

a) No of Plates : 20 Nos.

Supply, installation, testing & commissioning of UV

Sterilizer of Flow/capacity 8.5 m3/hr with > 95% UV

10 transmission and >60000 uW/cm2 UV dose along with 1 Set 1,07,973.00 1,07,973.00

monitor and including all fitting & accessories complete in

supply, installing, testing & commissioning of VPMF/Ultra

Filtration system of capacity 8.5 cum/Hr with hollow fibre

PVDF membrane.The membrane shall be having surface

11 area of 40-50 sqm. The system shall be complete with 1 Set 12,03,314.00 12,03,314.00

S.S UF feed pump and back wash pumpwith stand by

operation.The unit shall have inbuilt CIP system

complete in all respect.

12 AIR BLOWERS

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Plumbing Internal & External, WTP & STP Works

Item DSR DSR Rate Market Rate DSR Amount Market Amount

Description of Item Qty Unit

Supply, installation, testing & commissioning of Rotary air

blowers for air scouring, driver through v-belt or directly

coupled through flexible coupling. Motor shall be of

suitable HP for 400-440 volts, 1500RPM, 3 phase, along

with air filter, non-return valve, safety valve, base plate

and necessary air piping fittings, valves, flow meters etc.

complete in all respect.

(Blower capacity and pressure head shall be suitable to

meet the requirement of equalization tank, Bio reactor

and sludge holding tank suitable for average flow rate of 1 Set 2,54,972.00 2,54,972.00

effluent of 100 cu.m per day) - 2 nos. (1working + 1 stand

by) complete in all respect.

Supplying, installation, testing & commissioning of HDPE

13 tank work as ANOXIC tank of 8.5 m3 capacity with ss304 1 Set 2,01,636.00 2,01,636.00

submersible mixer complete in all respect.

Supply, installing, testing & commissioning of Electrical

system including Electrical Panel for all the above

including all switchgear, cables, control wiring, multi

14 function multimeters etc., also including the complete 1 Job 2,99,202.00 2,99,202.00

automation of the plant with level controllers and sensors

in the RCC and the MS tanks, control cabling, complete

in all respects as required as per IS specifications.

Contractor shall include all electrical and mechanical

items as required to operate the system automatically

and also include in his rates any other components/

• tanks/ equipment etc. required to complete the job as

required. Only main power supply with the earthing to be

STP main control panel shall be provided by the owner

through other agencies.

Bypass arrangement shall be provided such that

• equalization tank pump can be used to pump out sewage

to external manhole incase of maintenance of STP.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram,

SUMMARY - Fire Fighting, FA & PA System Works

DSR AMOUNT MR AMOUNT

S. No. DESCRIPTION

SUB HEAD - I (WET RISER SYSTEM -

PUMPING EQUIPMENTS)

SUB HEAD - II - (PIPING, VALVES AND

3 SUB HEAD - III - (HYDRANTS SYSTEM) 15,54,886 2,95,344

4 SUB HEAD - IV - (FIRE EXTINGUISHERS) 2,01,806 1,96,988

SUBHEAD - V - FIRE ALARM AND PUBLIC

6 SUB-HEAD -VI - PUBLIC ADDRESS SYSTEM 5,29,214 0

7 SUBHEAD - VII - CONDUITS AND CABLES 8,31,775 0

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

SUB HEAD - I (WET RISER SYSTEM - PUMPING

Supplying Installation, testing and Commissioning of electric

1 MR driven main fire pump suitable for automatic operation and

consisting of following Complete in all respect as required.

Horizontal/Vertical type, multistage, centrifugal, split casing

pump of cast iron body and bronze impeller with stainless steel

shaft, mechanical seal to ensure a minimum pressure of 3.5

a) kg/sq.cm. at highest and farthest outlet at specified flow 2280

lpm @100m head conforming to IS 1520. (The pump should

be capable of delivering 150 % rated discharge at a head not

less than 65% of the rated head).

Suitable HP SQ cage induction motor, TEFC, synchronous

speed 1470 RPM, suitable for operation on 415 volts, 3 phase

50 Hz. AC with IP 55 protection for enclosure, horizontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable CC foundation of 1:2:4 ratio (1 Cement : 2 coarse

d) sand : 4 graded stone aggregate 40 mm nominal size) duly 1 Set 4,71,551.00 0.00 4,71,551.00

plastered and with anti-vibration pads.

Supplying Installation, testing and Commissioning of Sprinkler

2 MR pump suitable for automatic operation and consisting of

following Complete in all respect as required.

Horizontal/Vertical type, multistage, centrifugal, split casing

pump of cast iron body and bronze impeller with stainless steel

shaft, mechanical seal to ensure a minimum pressure of 3.5

a) kg/sq.cm. at highest and farthest outlet at specified flow as per

2280 lpm@100 m head conforming to IS 1520. (The pump

should be capable of delivering 150 % rated discharge at a

head not less than 65% of the rated head).

Suitable HP SQ cage induction motor, TEFC, synchronous

speed 1470 RPM, suitable for operation on 415 volts, 3 phase

50 Hz. AC with IP 55 protection for enclosure, horizontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable CC foundation of 1:2:4 ratio (1 Cement: 2 coarse

d) sand: 4 graded stone aggregate 40 mm nominal size) duly 1 Set 4,71,551.00 0.00 4,71,551.00

plastered and with anti-vibration pads.

Supplying, Installation, Testing and Commissioning of diesel

engine driven main fire pump suitable for automatic as well as

manual operation and consisting of following : complete in all

respect as required.

Horizontal/Vertical type, multistage, centrifugal, split casing

pump of cast iron body and bronze impeller with stainless steel

shaft, mechanical seal to ensure a minimum pressure of 3.5

kg/sq.cm. at highest and farthest outlet at specified flow 2280

lpm@100 m head conforming to IS 1520. (The pump should

be capable of delivering 150 % rated discharge at a head not

less than 65% of the rated head) b) Suitable HP 1500 RPM

diesel engine conforming to BS :649/IS:1601/IS:10002 all

amended upto date, continuous duty, multi cylinders vertical 4

stroke cycle water cooled, developing suitable BHP at

operating speed specified to drive the fire pump capable of

driving continuous non-stop operation for 8 hours having 10%

overload capacity for one hour in a period of 12 hours

continuous run, capacity to accept full load within 15 seconds

from the receipt of signal to start and complete with following

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

a) Dynamically balanced fly-wheel.

b) Direct coupling for pump and coupling guards.

c) Radiator with hoses, fan water pump, drive arrangement

d) Air-cleaner dry type.

e) Fuel tank with necessary pipe.

f) Pump for lubricating oil and lubricating oil filter.

g) Electric starting system along with battery 12 V / 24 V .

h) Exhaust silencer (residential type) with necessary pipe

j) Instrument panel housing all the gauges including

tachometer, hour meter and starting switch with key (for

manual starting.

k) Necessary safety controls. and stop solenoid in the event of

l) Winterisation arrangement.

m) Hand operated semi-rotary hand pump for filling the service

n) Required length of exhaust piping as per the norms duly

insulated with 50 mm thick glass wool with 1.0 mm thick

aluminium sheet cladding.

o) Painted in post office red colour.

Common bed plate fabricated out of MS channel of suitable

b) size for assembling the Pump and the Engine, flexible coupling

and with coupling guard for protection/safety.

Making cement concrete foundation of 1:2:4 ratio (1 Cement: 2

coarse sand : 4 graded stone aggregate 40 mm nominal size)

duly plastered suitable for Diesel engine pump set including

c) vibration isolation by providing cushy foot mount pads as 1 Set 6,95,173.00 0.00 6,95,173.00

necessary, foundation bolts, brackets, clamps, fixtures,

grouting etc., in accordance with manufacturer's design etc.as

per specification complete as required.

4.0 MR SPRINKLER JOCKEY/HYDRANT FIRE PUMP

Supplying Installation, testing and Commissioning of electric

driven main fire pump suitable for automatic operation and

consisting of following Complete in all respect as required.

Horizontal/Vertical type, multistage, centrifugal, split casing

pump of cast iron body and bronze impeller with stainless steel

shaft, mechanical seal to ensure a minimum pressure of 3.5

a) kg/sq.cm. at highest and farthest outlet at specified flow 180

lpm @ 100 m head conforming to IS 1520. (The pump should

be capable of delivering 150 % rated discharge at a head not

less than 65% of the rated head).

Suitable HP SQ cage induction motor, TEFC, synchronous

speed 2900 RPM, suitable for operation on 415 volts, 3 phase

50 Hz. AC with IP 55 protection for enclosure, horizontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable CC foundation of 1:2:4 ratio (1 Cement: 2 coarse

d) sand : 4 graded stone aggregate 40 mm nominal size) duly 2 Set 1,21,534.00 0.00 2,43,068.00

plastered and with anti-vibration pads.

5 MR WATER CURTAIN PUMP :

Supplying Installation, testing and Commissioning of electric

driven main fire pump suitable for automatic operation and

consisting of following Complete in all respect as required.

Horizontal/Vertical type, multistage/single stage, centrifugal,

split casing pump of cast iron body and bronze impeller with

stainless steel shaft, mechanical seal to ensure a minimum

pressure of 3.5 kg/sq.cm. at highest and farthest outlet at

specified flow of 900 LPM and 50 Metres head conforming to

IS 1520. (The pump should be capable of delivering 150 %

rated discharge at a head not less than 65% of the rated head)

Suitable HP SQ cage induction motor, TEFC, synchronous

speed 1470 RPM, suitable for operation on 415 volts, 3 phase

50 Hz. AC with IP 55 protection for enclosure, horizontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable CC foundation of 1:2:4 ratio (1 Cement: 2 coarse

d) sand : 4 graded stone aggregate 40 mm nominal size) duly 1 Set 66,114.00 66,114.00

plastered and with anti-vibration pads.

Commissioning Air Vessel of continuous welded construction

with flanged discharge header in pump house fabricated out of

6 MR 10 mm thick dished ends and 8 mm thick MS sheet, Air

Release Valve, complete with drain arrangement with 25 mm

dia gun metal wheel valve complete with all accessories etc.

as required of the following sizes:

2 Meter high and 450 mm dia suitable to operate Jockey

Pump, Main Fire Pump & Diesel Engine Driven Fire Pump.

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

Supplying and fixing air vessel made of 250 mm dia, 8 mm

thick MS sheet, 1200 mm in height with air release valve on

top and flanged connection to riser, drain arrangement with 25

mm dia gun metal wheel valve with required accessories,

pressure gauge and paintingwith synthetic enamel paint of

approved shade as required.

7.1 1.2 Meter high and 250 mm dia. 2 Each 18,009.00 36,018.00

Supply, Installation, testing and commissioning of pressure

switches for Hydrant / Diesel Engine Driven Pump / Jockey

Pumps, diaphragm type, adjustable range from 0-9 bar and a

regulation range of 0.1 - 1.5 bar direct mounted SNAP acting

type made from die cast aluminium with epoxy powder coated

finish and SS316 diaphragm and other wetted parts, including

necessary wiring upto control panel & other materials as

required as per specifications.

Supplying, installation, testing and commissioning of electric

driven terrace pump suitable for automatic operation and

consisting of following, complete in all respects, as required:

Horizontal type, multistage, centrifugal, split casing pump of

a cast iron body & bronze impeller with stainless steel shaft,

mechanical confirming to IS : 1520

Suitable HP squirell cage induction motor TEFC type suitable

for operation on 415 volts, 3 phase, 50 Hz, AC supply with

IP55 class of protection for enclosure, horiziontal foot mounted

type with Class-'F' insulation, conforming to IS-325.

M.S.fabricated common base plate, coupling, coupling guard,

foundation bolts etc.as required.

Suitable cement concrete foundation duly plastered and with

anti vibration pads.

B) SUB HEAD - II - (PIPING, VALVES AND ACCESSORIES)

SLTC of M.S. pipe on surface

Providing, laying, testing & commissioning of 'C' class heavy

duty MS pipe conforming to IS 3589/IS 1239 including

Welding, fittings like elbows, tees, flanges, tapers, nuts bolts,

gaskets etc. and fixing the pipe on the wall/ceiling with suitable

clamp/support frame and painting with two or more coats of

synthetic enamel paint of required shade complete as required

1.1 7.11 300 mm dia (6mm thick) 0 Metre 4,133.00

Providing laying, testing & commissioning of 'C' class heavy

duty MS Pipe conforming to IS 1239/3589 i/c fittings like

elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in

ground including welding, excavation & providing cement

concrete blocks as supports, anticorrosive treatment with

coaltar/asphalt tape as per IS 10221, refilling the trench etc. of

following sizes complete as required.

Supplying, fixing, testing and commissioning of butterfly valve

of PN 1.6 rating with bronze/gunmetal seat duly ISI marked

3 11 complete with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required :

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

Providing, installation, testing and commissioning of non-return

valve of following sizes confirming to IS: 5312 complete with

rubber gasket, GI bolts, nuts, washers etc.as required :

Providing, Installation, Testing and Commissioning of Gun

Metal Ball Valves with brass body chrome plated of following

sizes as required.

Supplying and fixing orifice plate made out of 6 mm thick

stainless steel (Grade 304) with orifice of required size to be

fitted between flange & landing valve of external and internal

hydrants to reduce pressure at the outlet to the level of 3.5 kg/

cm2 complete as required.

Supply, Installation, Testing and Commissioning of 150 mm dia

Bourden type, Stainless Steel dial type Pressure Gauge

including brass isolation valve and siphon pipe having

calibration of 0 - 16 Kg / cm2 .

Providing, installation, testing and commissioning of stainless

steel Y-strainer fabricated out of 1.6 mm thick stainless steel,

Grade 304, sheet with 3 mm dia holes with stainless steel

8.1 200 mm dia 0 Each

Supplying and Fixing of Fire Man's axe with heavy insulated

rubber as per standard conforming to IS 926.

Providing & fixing double flanged Metallic expansion with M.S.

fixed flanges (PN-1.6) joint (suitable for system test pressure)

of standard length as per manufacturers specs including

rubber gaskets, flanges, nuts, bolts and washers complete as

required as per specifications.

Providing & fixing controlled percolation fire hose pipe (as per

IS:8423) of 63 mm dia and 15 meter length rated for brust

pressure of 3.5 Kg/sqcm. The hose shall be tested for flame

resistance test in accordance to IS:8423. Hose shall be

complete with ISI marked SS male & female coupling (IS:903)

bound & riveted to hose pipe with copper rivets & 1.5 mm

copper wire as required as per specifications. (Location :

External fire hydrant).

Providing and fixing weather proof lockable cabinet of size

not less than 0.9 x 0.6 x 0.25 mtr made out of MS sheet

2mm thick having central opening and 6 mm thick glazed glass

doors (Two nos.) suitably marked on the outside with the

letters "FIRE HOSE" including necessary locking arrangement

and shall be painted with one coat of primer and two coats of

synthetic enamel paint (Post Office Red) of approved shade as

required as per specifications.

Providing and fixing 25 mm dia inspecting & testing assembly

with gunmetal isolation valve, gunmetal sight glass, bypass

valve & connected to drain line complete (excluding the cost of

Providing, fixing, testing & commissioning of annunciater

Panel for flow control switches, providing Audio/visual

Indication of actuation of Automatic sprinkler system for each

zone complete as per specifications. The panel should have

interface for connection to complete controlled building

management system. The panel should have :

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

a) Fault indication for each zone.

b) indication of zone fire

c) Fire/fault hooter.

d) Alarm Panel for fire/fault.

e) Battery for emergency.

f) Battery charger.

g) Mains supply. and shall cater for

25 zones (18 working and 7 spare)

Supplying and fixing of following sizes of steel conduit along

with accessories in surface/recess including painting in case of

15 1.20 surface conduit, or cutting the wall and making good the same

in case of recessed conduit as required. (Exact quantities will

be measured as per site conditions).

Providing and laying in MS conduit FRLS insulated ISI marked

copper control cable in existing conduit (IS:694) from individual

flow switches from basement ceiling to annunciation panel

installed in fire control room including sleeves cable clips,

supports for horizontal runs etc. complete of size (Exact

quantities will be measured as per site conditions).

C) SUB HEAD - III - (HYDRANTS SYSTEM)

Supplying and fixing single headed internal hydrant valve with

instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia

1 9 with cast iron wheel ISI marked conforming to IS 5290 (Type

-A) with blank Gunmetal/Stainless Steel cap and chain as

1.1 9.2 Single headed Stainless steel 36 Each 5,987.00 2,15,532.00

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with

2 16 63 mm dia male and female couplings duly bound with GI wire,

rivets etc. conforming to IS 636 (type-A) as required :

2.1 16.2 Stainless Steel (Grade 304) 72 set 4,434.00 3,19,248.00

Supplying & fixing 63 mm dia gun metal short branch pipe with

20 mm nominal internal diameter size nozzle conforming to IS

3 18 903 suitable for instantaneous connection to interconnect hose

pipe coupling as required :

3.1 18.2 Stainless Steel (Grade 304) 36 Each 1,648.00 59,328.00

Supplying and fixing first-aid Hose Reel with MS construction

spray painted in post office red, conforming to IS 884 complete

with the following as required.

20 mm nominal internal dia water hose thermoplastic

(Textile reinforced) type -2 as per IS: 12585

20 mm nominal internal dia gun metal globe valve &

iii) Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal

valve & M.S. Pipe and socket.

SITC weather proof M.S Door and glass fire door size 2100

mm x 900 mm or as per arch.

Supplying, installation, testing and commissioning of weather

proof M.S door and glass fire door size 2100 mm x 900mm

fabricated from 1.6mm thick M.S. sheets and M.S angle

40mmx40mmx6mm complete with glass, locking

arrangements to accommodate the following: -

a) Gunmetal single headed Hydrant valve - 1 No.

b) Fire Hoses 63mm, 15 M long with accessories - 2 Nos.

c) Short branch - 1 No.

d) First Aid hose Reel - 1 No.

e) Fire Extinguisher - 2 Nos. 36 Each 8,204.00 2,95,344.00

f) Fireman's Axe - 1 No.

g) Pressure Gauge - 1 No.

The cabinet shall be painted with one coat of primer and 2

coats of synthetic enamel paint of approved shade.

Supplying and fixing of fire brigade connection of cast iron

body with gun metal male instantaneous inlet couplings

complete with cap and chain as reqd. for suitable dia MS pipe

connection conforming to IS 904 as required :

Construction of Residential Accommodation for Rajya Sabha Secretariat at Sector XII, R.K. Puram, New Delhi

Bill of Quantity - Civil Works Fire Fighting, FA & PA System Works

DSR DSR Rate MR Rate DSR Amount MR Amount

S. No. Description Total Qty Unit

Providing, fixing, testing & commissioning of 15mm dia

7 21 quartzoid bulb type sprinklers of rating 68 degree centigrade

with required accessories :

7.1 21.1 Pendent Sprinkler 40 Each 484.00 19,360.00

7.2 21.2 Upright Sprinkler 770 Each 484.00 3,72,680.00

7.3 21.3 Horizontal side wall sprinkler 40 Each 579.00 23,160.00

8 SITC of sprinkler installation valve :

Providing, fixing, testing & commissioning of installation control

valve of cast iron body, brass/bronze working parts comprising

of water motor alarm, bronze seat clapper, clapper arm and

hydraulically driven mechanical gong bell to sound continuous

alarm when the wet riser/sprinkler system activates, pressure

gauges, emergency releases, strainer, pressure switch, cock

valve complete with drain valve and bypass, test control box,

ball valves, MS pipe of required size, flanges, orifice plate,

gasket etc of follwing sizes as required :

Providing & fixing flow switch in following sizes M.S. pipe

9 23 including connection etc as required.

Supplying, installation, testing & commissioning of sprinkler

flexible pipe (UL Listed) of stainless steel complete with 15

NPT on reducer thread with maximum working pressure of 175

PSI test pressure of 875 PSI (Burst) with branch line (Inlet)

25mm NPT male thread to sprinkler head (Outlet) 15mm NPT

female thread with reducer, nipple, 2 side brackets, center

bracket, stockbar of following sizes complete as required.

Supplying and fixing Single headed external yard hydrant

valve with 1 No. 63 mm dia instantaneous FM Gunmetal/

11 10 Stainless Steel coupling and cast iron wheel, ISI marked,

conforming to IS 5290 (type A) with blank Gunmetal/Stainless

Steel cap and chain as required :

11.1 10.2 Single headed Stainless steel 8 Set 5,987.00 47,896.00

D) SUB HEAD - IV - (FIRE EXTINGUISHERS)

Providing and fixing fire extinguishers of following types

consisting of brand new high pressure steel cylinder bearing

IS: 7285 mark and having the approval of controller of

explosives Nagpur, wheel type valve bearing IS:3224 mark